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2005-141 .� IL 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: P20050141 Date Issued: Wednesday, October 19, 2005 This is to certify that work requested to be done as shown by Permit Number P20050141 has been completed. Tax Map Number: 523400-308-009-0001-016-000-0000 Location: 372 WEST MT. Rd Owner: JAMES & DANIELLE MC CORMACK Applicant: JAMES & DANIELLE MC CORMACK This structure may be occupied as a: Fireplace By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling 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: P20050141 Application Number: A20050141 Tax Map No: 523400-308-009-0001-016-000-0000 Permission is hereby granted to: JAMF,S &DANIFI,I,F MC CCIRMACK For property located at: 372 WEST MT. Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: JAMES &DANIELLE MC CORMA( 2006 LONDON SQUARE Dr Fireplace Garage-2 Cars d CLIFTON PARK, NY 12065-0000 Sinle FamilDwelling $225,000.00 Total Value $225,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-141 2212 SQ FT SINGLE FAMILY DWELLING $322.74 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday, April 11, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Quegnsbury; t Monday,April 11, 2005 SIGNED B for the Town of Queensbury. Director of Building&Code Enforcement 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 G • , 20 0�7 Permit No. a6~/q Application is hereby made to the Building& Codes Office for the issuance of a Building and Use 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:-- �M M Stove: wood coal pellet gas yy�� Fireplace insert gas Address: 39 L ES'( T• o�H Fireplace, factory-built: woou Fireplace, masonry: wood gas Furnace: wood as oil Phone: Cj��j. 4`�d. ��•6r] If non-masonary applicance, please provide Owner•; A AI'Liz-M'�Cx Manufacturer Name: L e 0 NO)( Address: _YEE Rnl�z Model Number: L — S 6 5 Chimney Information Phone: "42.49V. (/J/J L� (circle appropriate words) Masonry block ck stone n inches steel size: 1��� Exact Address: Flue file� 6� �� �-f. .�o of construction or installation Factory-Built Manufacturer name: ILL Model Number: _ r Note: Listed By: Number:---- Construction/Installation must con orm 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 � C�s,ocls�i�r'�r Z��p�ztmt�,ut—To�zt of Qsac�e�c�erbu.ry, New Yorl� Fire Marshal Code# $Collected $Refunded Received fi•onz ()-efzuzded to):`j L,\, t� D address,'-- -- ----- .4 173 3389 (190) Public Safety — A 233 2655 (23'00))Minor Sales 0.�,,.Oprwb.._ Tw" a"flz '7 White(Applicant) / Green(Fire Marshal) / Yellow(Bldg.Dept.) / Pink K Goldenrod(Cashier's Dept.) TOWN OF OUEENSBURY Richard A,Missita . HIGHWAY figh% Y Superintendent �l `-�, J t� Home(518)798-s127 DEPARTMENT �f ^ . 742 Bay Road • 4ueeasbury,NY 12804 Michael F.Travis Deputy FGghway Superintendent Office Phone: (548) 761-8211 3V (518)T98-0413 Fax: (518) 745-4466 j DRIVEWAY PERMIT DATE: •� APPLICANT NAME: M& oR ;t6 TELEPHONE NO.: A518• ��• �J2 eJ ADDRESS TO BE INSPECTED: ��Z W6ST l t-S. zt RETURN ADDRESS: FTV 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 O Level with the road ( )Deep swale Size pipe to be used(if necessary) ( )12" ( )IS" ( )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: O Final Approval O Rejected DATE: Richard A. Missita,Highway Superintendent Application for Permit=Septic Disposal System • Town of Queensbury 742 Bay Road Queer bury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: ........................................._..................................._................................................. } M Office Use Location of installation: File Permit No. 0,s Tax Map No. / Fee Paid i Owner's Name\m I ' �..................... .....................,......................., Address r k (Id1Q00 _?_ 2. INSTALLER'S NAME G� 1.\�C F_XC t��'RT►`Si�.1 C-o . PHONE NO.�� ( ��6`7 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 baily Flow i 1980 or older x 150 gal/bdrm = 19 x 130 gal/bdrm = 991 —present _T{ x 110 gal/bdrm = 0 Garbage Grinder Installed yes_ / no X Spa or Hot Tub Installed yes_ / noZI 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) oa0hy Soil Nature Ground Water Bedrock or Im envious Material Denwstic Water Su 1 Flat (san-D at what depth at what depth unicipa Rolling loam feet O feet well Steep slope clay if well; water sup y _%slope other from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: o)( " minuteper inch s P �c0 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systeI ms must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the isize of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: L510 gallon (min. size 1,000gal.) z �a Tile Field: each trench 5 Z ft. Total System Length: ft. Seepage Pit(s): number of O size of each: v ft, by; d; ft. i Size of Stone to be used: # / depth or thickness feet Bed System Size: 301 r x S Alternative System: Q o�3E length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Opacity: 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 oflthe Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of e Town of Queensbury Sanitary Sewage Disposal Ordinance. Si nature of responsibl person -- ate Sr.�vC1141 :11u1 :SewAge Disposal (1.1111 pit•t. i � • i t Nip 'SPAPARM ION Il: 311,11IU 51H.M IS PoNo 61 t<'rV-77 d . ,�.•' I ( ✓ '� ' Sc rt tc. I Z l .� � •, '� ll�t tY. t i r j�(y,?t?ttP11Ca t I � r I i i I I I 7, SICTNA►TLME &INFO'pN4ATIOIj For, rumsio"rt~"wL,,4 W1.90ow••,•••:, i I • Check Residential Plan Review: One&Two Family Dwellings Y/N/N/A // Full sets of plans .F s 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: indow Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft. / Gr de,5.0 sq.ft. 1f 4"(h)x 20"(w)min. Max.Height above floor esidential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans oundation 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 Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors 'Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise • Al/It Winder Run and Rise A;+ 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 ailing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation t 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 WINDOW SCHEDULE Job Site/Address: \h665-r Ki- 'OAZ� Date: 23• c Owner: 71>h Application No. O S= I L/ Window Window Window Unit or Rough Rough SQ.FT. SQ.FT SQ.FT, Clear Clear Special Hardware Number or Manufaturor Model/Type Stock Openin Opening Glass/Vis Egress/Cle Opening Opening or Instructions Letter on Name Numbe g Height ible Vent ar Width In Height Plan Call Width Light Opening Inches In Inches Size �- I3/�l / �•CZ' Z-( 3/w\eo 41��� -elf - ll� ILA - Ic . �?'' Example Entry A Andersen Narroline 3062 3' 2 6'5 '/Z 15.30 8.36 6.01 34 2415/36" Tempered Double 1/3" 11/16 Glazing un H C Tocuments and Settings\Suelocai Settings\Temp\Window Schedule.doc WINDOW SCHEDULE Job Site/Address: m Z X� ,'T � Date: Owner: S,N� MLC�ozri',Lk Application No. Window Window Window Unit or Rough Rough SQ.FT. SQ.FT SQ.FT, Clear Clear Special Hardware Number or Manufaturor Model/Type Stock Openin Opening Glass/Vis Egress/Cle Opening Opening or Instructions Letter on Name Numbe g Height ible Vent ar Width In Height Plan Call Width Light Opening Inches In Inches Size _ Example Entry A Andersen Narroline 3062 3' 2 6'5 '/z 15.30 8.36 6.01 34 24 15/35" Tempered Double 1/3" 11/16 Glazing Hun CADocuments and Settings\Sue\Local Settings\Temp\Window Schedule.doc Job Site Address: 2� 2 %SST7 -ro w Date:.. �- Z • Owner: It..' �G��� tom!tt� -��- Application No. File No. Building Permit — Calculation. Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req.Light Actual Req.Vent Actual Sq.Ft. Remarks Room Room 8%of Room 'Light 4%of Room Vent Opening for in Area Square Area Square Egress Square Footage Footage Feet L:GSueHemingway\Building.PemziGFORMS\NatLight Ventil.Calculation.Sheetdoc ��O SIMI -, Emu OWNS®■ ■ ���©av■IQ�■■r�r�- gin■■■■■r■■■■I ■■■■ . 0 BROMINE �a�r�i►�■s •-= . ■�©cat■ar rr;ION■■sN■■■■■ �. •... ■ �mmm■ ••: ON;ONES r Ian■■■■■■■■■!■■■■■�■■ �mm 0 .: ■■lam■■►...r- r.-rin■■■■■■■■■■� ■■ ME IFE-IN main I NEM ■■■■IONS■■; �: ■IONS■■■■■■■■■■■■■rar.��r■■■■■�■■■■I■■■■■■■■■ ■■■■■■■■■■■■■N■■■r�r��NS■ION■■■■■■lay■■■■ �■��t�S■I■■■■/CIS■r■ION■■■I�■�■ �■fir■r■■IS■S■�/!■■■ION■ION■I■�■�■ �i■��r�S■(■■■■//%�■■■■■ION■■��■�■ Permit No. 0 Buildirr4&,i;�S,Jes Office-Department of Community Development-Town of Queensbury Fee Paid 742 bay Road,Queensbury, NY 12804 Recreation Fee Dave Hatin,Director codes@aueensbury.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 a plication form. M / Applicant/BuilderE `L Owner: �ifA ' I {t-1,�Address: y A ErLK Address: 20b Lama �Y Gur-jgm T;7jx-ts NY• t20io 5 Guf� P� K Home Phone: 5/F�• S B 3 2 6(00 Home Phone: 518. 2810 y4 S Z Email Address: -TM0,L► C. Ilk D.R9, Go In Email Address: -ell Phone: IskibAIM. �0'Z V - Cell Phone: _S/6 �1�f1 b'L6'7 =AX Phone: 5 t B.SIR 3.41 2 f 3 FAX Phone: 516• *3 8S•y2i 3 'erson responsible for supervision of work with respect to building and codes compliance: Name: �.2640 Address: M-4-ree v Phone -ocation of proposed construction: Lot No. Legal Address: fax Map Number: �I t- Subdivision Name: ' j�3�✓iS stimated Cost of onstruction: $ Z � 'roposed construction is for: & Residential Use _Commercial Use dame of Business: i" Q f proposed construction is an addition, what will use of new addition be? N A 4ew Addition Alteration Proposed Construction V Floor 2nd floor Other Total Proposed truct a (Occupancy Type) Sq. Ft. sq.ft. Sq. Ft. Square feet Height Ft.&in. Single-Family Dwelling l 22►2 Two-Family Dwellin Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage 1 ype of Heating System: Electric, Oil, Ga , Wood, Forced Hot Air, Baseboard, Other: F--Vp i a fireplace and/or woodstove being installed, please refer to a separate application. Yes _No %pplications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. 'he Building and Codes Office will allow commencement of your proposed project only after ssuance of your permit. )eclaration: Please sign below after you have carefully read the statement: o the best of my knowledge, the statements contained in the application, together with the plans and pecifications submitted, are a true and complete statement of all proposed work to be done on the described )remises and that all provisions of the Buildina Codes, the Zoning Ordinance, and all other laws pertaining to the )roposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. urther, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance )eing issued, as requested by the Zoning Administrator or Director of Building and Codes an As-Built Survey by a ceased surveyor, drawn to scale, showing actual locatio f al new construc i n )ate: �' d� Applicant/Builder Signatu t he application of dated— is hereby approved and )ermission granted for tl on truction, reconstruction or alteration of,erb it i g a or accessory structure as set orth above. - / Date: 1 Authorized Signature: :\Sue Hemingway\Building:Permi .FORMS\Principal Structure Permit Application.doc V:12/14/04 Queensbury Building & Code Enforcement - Residential Final Inspection , Tice No.(518)761-8256 Arrive: am/p arts'am/pm ate Inspection request received: _ Inspector's Initials: _� NAME: 'V`C�L'� fC PERMIT#: v 517 LOCATION: DATE: 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 Com lete 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 Sheetrock Underside minimum %" Gypsum _ Grade away 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 lzin /Window in stairwells safety glazing Interior Smoke Detectors: Every level: __ i Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector -1111 Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopRing finished basement 1,000 sf Emergency egress below graude Basement stairs closed rise>4 inches _ Garage Floor Pitched _ Garage fireproofing/%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"acc ss, 1 s . ft,150 sq. ft. vents Building No./Addreq/visi4le from ro d Final Electrical Site Plan /Variance a u' ed Final Survey Plot P n 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\BuildinQ&Codes\lnst)ection Forms\Res. Final Inso. form 2.docLast printed 2/12/04 III 11 Ft ' " ` ` >t / i F•/ r, `�.Y N {{T k k d.Y Lands If Robert G. Lewis do 'r t Cynthia S. Cartier Lewis t,, : L. >443 P. 309 , ra► x�� �777 S88'26 30 E a y � 1 XV h ' 3; , , r�a' 308.36 , ,t {j !� �' C l ` Y " t+•Rye 't ff'£�%: ,�75.Y61'' �1 ,X, :t]� I�i'4'; � �nG-• tuj+ "�L!'SM1a `� S.^ 'Y. , x` .. 21 115.5' �, , � 7� ` tk Sf� RN ,I. +*ry_ • is :....r r tr" ..4 tt 1� A���t± ,.1 ,� tt�.' ,;,i (• � ,ff f;1 bt�► t , Lands n ° t'r �' y IU z r� is L Cindy M. Turcotte $ o - .rmm muc'crE L. 1098 P. 325 - FOUNDiSMO . ih AREA 2.671- ACRES := SITE LOCATION MAP N lM FainFs Belisle 0. / L• 1440 P. 040 DEED REINWRENCE: 1) CINDY M. TURCOTTE TO JAMES R. McCORMICK AND DANIELLE McCORMICK, FILED y IRF ARA, N891920"E IRF IN THE OFFICE OF THE WASHINGTON COUNTY CLERK IN BOOK 1419 AT 299.03' PAGE 085, DATED NOVEMBER 05, 2004. 0 O Ck � 343.6_3'" IPF MAP REFERENCE:� � IRF S89'39720-W W 1) "MAP OF PROPOSED SUBDIVISION OF LANDS OF CINDY JARVIS", LAST REVISED u� _ AUGUST 19, 1993, PREPARED BY MORSE ENGINEERING P.C. M � b o �d z IRF -...`, NOTES: 200-00. _ 1) BASE MAP PREPARED FROM A MAY 2005 FIELD SURVEY. N82159'10"W Lands n/f 2) NORTH ORIENTATION IS BASED ON MAP REFERENCE 1. Richard C. Reed 3) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE AND & Catherine L. Reed I IS THEREFORE SUBJECT TO ANY EASEMENTS, COVENANTS OR RESTRICTIONS OF RECORD ANY STATEMENT OF FACTS SUCH DOCUMENT WOULD DISCLOSE. L. 1131 P, 042 4) SUBJECT TO APPLICABLE LAWS AND APPROVALS OF THE TOWN, COUNTY, AND STATE I Lands n/f Ernest R. Alden REGARDING THE SUBDIVISION OF LAND. & Shirl y D. Alden 5) UNAUTHORIZFD ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE L. 1141 P. 304 NEW YORK STATE EDUCATION LAW. CERTIFICATION 6) ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. I HEREBY CERTIFY TO: 1) JAMES R. MCCORMICK do DANIELLE McCORMICK 7) UNDERGROUND UTILITIES, STRUCTURES AND FACILITIES HAVE BEEN SHOWN FROM 2) BANKNORTH, NA., ITS SUCCESSORS AND / OR ASSIGNS, SURFACE LOCATIONS AND MEASUREMENTS OBTAINED FROM A FIELD SURVEY. AS THEIR INTREST MAY APPEAR THERE MAY BE OTHER UTILITIES WHICH THE EXISTENCE OF ARE NOT KNOWN. SIZE, 3) UNITED GENERAL TITLE CO. TYPE AND LOCATION OF ALL UTILITIES AND STRUCTURES MUST BE VERIFIED BY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD V 14 PROPER AUTHORITIES PRIOR TO ANY AND ALL CONSTRUCTION. CALL DIG SAFE PRIOR SURVEY COMPLETED UNDER MY DIRECT SUPERVISION. �/ TO ANY EXCAVATION. THIS SURVEY AND THE CERTIFICATIONS HEREON SHALL BE LEGEND VALID ON TO TH TY OR PARTIES HEREON NAMED AND NO TRAN AB TO ADD11IONAL INSTITUTIONS OR S ENT 0 R OTHER THAN AS MAY BE OR EXPRESSLY MAP OF A SURVEY MADE FOR o I.R.F. IRON ROD FOUND '�� of y JAMES R. McCORMICK & o I.P.F. IRON PIPE FOUND �I. �«M :Tl o I.R.S. IRON ROD SET UTILITY POLE RUSSELL E. HOWARD qL DAIS : 06/02/05 9 DANIELLE Mcul"VIRMICK C�000 STONE WALL r �] xx x- WIRE FENCE o CHAIN LINK FENCE TOWN OF QILI rPN8110Y 0 Town of Queensbury County of Warren State of New York a WOOD FENCE GRAPHIC SCALE COMMUNITY DEVELOPMENT 051% F.P. FEOINT NCE POST RECEIVED SAND s BOLSTER AND ASSOCIATES /f NOW OR OVERHEAD FOR FORMERLY 5I I I I �00 I zoo SEP 212005 PROFESSIONAL LAND SURVEYORS !!6m— ACO ZONING 342 plain Street, Hudson Falls, New York 12839 ( IN FEET ) B&C PLANNING Russell E. Howard, PLS N.Y.S Lie. No. 50540 Date: 06102105 Tax Map #:308.09-1-16 1 inch = 50 ft. FM EXEC.DIR. Date Sealed: 3 S I Scale: 1 i^ach = 50 feet Revised: Drawing #: 05015C COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC.o Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL . 'ermit No............................�.......Cert. N 0 89972 Cut-in Card No............................ .%. i._ C'o rf ............................................. ,ovation.. G' Af rr,�P.?J f U� re-s nstallation Consisting of............. ............ ....u'!�.� )............... . )....`.z "r--I�.v�'.......................................... ............................... ........................................................................................................................................... nstalledBy.............`..cu& .......................................Lic.No.................................................. The conditions following governed the issuance of this certificate,and any certificate previously issued is zricelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the ntroduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making in ns at any time, and if its ules are violated,the Company shall have the right to r v e this cc f . )ate...... .......... INSPECTOR....:It.`C.."........ ................................................................. w�,....ti....wino♦ ■ �n� Queensbury Building & Code Enforcement - Residential Final lnspec 'on f Office No.(518)761-8256 Arrive: m/ epart: an-Wpm Date Inspection request received: Inspector's Initials: _ Lk NAME: d PERMIT#: ✓ LOCATION: w/Z _ DATE: 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 P/ Enclosed Stairs Sheetrock Underside minimum ''/a" ° Gypsum Grade away 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 Ftunace/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 lzin Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / 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/a 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, 1 s . ft,150 s . ft. vents 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&CodeOnspection Forms\Res. Final insp. form 2.docLast printed 2/12/04 Final_Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 2 U NAME: LOCATION: — PERMIT#: Final Survey Plot Plan AviDroved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey has I OYN Craig Br-owYi, Zoning Administrator Notes: i i L:\,SueHemingwa}Building.Codes.Inspection.FORMSTinal Survey Zoning Administrttor.doc \ •aF I 5. /J 26'•3Cr 60£S:3 a / CORNER IS � 5 r' .7. 1 I 1 '., 4l•(;I r\` `M O. , a j'. '.��' .Lr�•!V;. / x:�?/.SriP���TidiV � ` \ /�•E'oFo.,Ez7 ✓�.3 J CxAGLCyt/.SF-F'Ti , txlsT. wood\ Ti1/� LSY.f f' �6G�P Gk"FQv9L ox BY rya p7}/z7i�cEP ��\E�u�9L �' TP 4 N 1 � .. a .....�.....-.�' 1 , WOODS. 1 ExIST, W0005 �.__.� - !° ,: •.• � � is Q9 iJcnujL KENNEL .77 gtASan1AC+ D2AINAGE SWACE / — o �/ ! ^i2.��ilry ryL. I 1C1 TP,,2 / �+ \ , .��. •�. I A :"' �I :� �v ��CJIULZSL��a „•M1t Y��Y r';`fY a�".,.��I�RFz' �, `k .t,y-5 ,. i ��:;. " OPrY�I�'.sy 2.G7�.4c. 456 v� 1• -- 3.Gs�>,,.�',moo. .,,.,,,.,... saga evidencs .: J� f4enWL.ly etc. that i ha, WOODS 1C) Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pry Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. NAME: M PERMIT #: 01 L ON: INSPECT ON: Z J F STRUCTURE: Y N NIAumbin Nail Plates /-4)5 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 P sure Test in / Vent Ai / Head 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 Insulation / Residential Check/ Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace uucct-work sealed�pro erl / No duct to e COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 f Septic Inspection Report Office No.(518) 761-8256 Date Inspection request received: A dO Queensbury Building&Code Enforcement Arrive: a epart: — m!p 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials NAME: e./C PERMIT NO.: LOCATION: e,"kA4. I INSPECT ON: �4 a c RECHECK: Comments and/or diagram Soil Type:(Sa a Type of Wa er: Municipa We ater Waterline sep on di keZ Well separation distance ft. Other wells: ft. Absorption Field: Total length Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping S' e Type/ Building to tank16L 476 0 LOV Tank to Distribute Box +� Distribution Bo to lield/Pit ^ Opening Sealed: Y N/Partial End Cap* Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan VY N Engineer Report and As-Built Y N Location of System on Property: Front Rea Left Side Right Side Middle Front Middle Rear System Use Stat s• Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 Rough Plumbing / Insulation Inspection Report s Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm epart: - ark/ 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: J d NAME: PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE- Y N/A RauEumbin / Nail Plates 1A) Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 5P.S.1 for 15 minutes In o / Residential Check/ Commercial Check -Pmer Vent Attic Vent Duct / Hot Water Piping Insulation If re uired unheated spaces Combustion Air Supply for Furnace Duct work sealed properl No duct tape V4"P612- L'Z�" (C-x- CO MENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 G' f Septic Inspection Report r Office No.(518)761-8256 Date Inspection request received: -� Queensbury Building&Code Enforcement Arrive: a/epart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: P j / l f NAME: C A PERMIT NO.: LOCATION: _ INSPECT ON: RECHECK: Comments and/or diagram Soil Type S /Clay Type of Wat Munici I/Well Water Waterline separ—ariMrdttfance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench Z ft. Depth of trenches Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution B �CL ��p L Distribution Box to I /Pit G OpeningSealed: Y/N/ artial 10 End Ca s Location/Separations _ Foundation to tank ZP ft. C 4, b D Tf(j N Foundation to absorption Separation of Pits ft. � A� -' & Lr Conforms as per Plot Plan Y N En ineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: proved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 Rough Plumbing / Insulation Inspection Repo Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: aZ Depart: ` � a /pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial 0Z NAME: C_ 4a- PERMIT #: LOCATION: - INSPECT ON: TYPE OF STRUCTURE: Y N N/A � p Rough Plumbin Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 PZ1 for 15 minutes 1pigou'lation Residential Check / Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape vo'voc 6-'X �'eW -C-e-iUnc� COMMENTS: S ll6, k i�—� ��S U�, �,� r ,�/0/O5 CZ4404-- IA)5U— a'� LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 1 Septic Inspection Report / Office No.(518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ epart 4 pm 742 Bay Rd., Queennsbury,NY 12804 Inspector's Initials: Xj NAME: _OJ 1 ' '� PERMIT NO.: _ os LOCATION: `J p (Yl f'� INSPECT ON: �— i �� RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. ' ) Other wells: ft. ' Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Cape Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N LEngineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved 4 rtial Approved and needs to be re-inspected,please call the Building&Codes Office sapproved Last revised 1/6/05 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received:,!� �.} z, Queensbury Building&Code Enforcement Arrive: _a M� epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: (�lGt PERMIT#: LOCATION: - INSPECT ON: — TYPE OF STRUCTURE: Y N/A COMMENTS F ming kl � 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 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:\SueHerningway\Building.Codes.inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 l0_/11 � - Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection requ st received: 74 5 Queensbury Building& Code Enforcement Arrive: am/p ep rt: a P 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 1p NAME: .J tcr► (✓ rn�AC K PERMIT#: 40 57-/4// LOCATION: 312 Wh r M1f INSPECT ON: -716'10S TYPE OF STRUCTURE: Y N N/A COMMENTS Framin Jack Studs/Headers �^ff/�•� j�/ lj�� ��/� iQ Bracing/Bridging Joist hangers _ I Jack Posts/Main Beams Exterior sheeting nailed properly /V \� 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more " n Headroom 6 ft. 8 in. / A�1 L- 6, /R%--k �2 5 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 snows i id 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) i 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORM STraming Firestopping Inspection 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 epart: 4 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: LC PERMIT #: I LOCATION: INSPECT ON: � 0 9� TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum CI pout every 100 feet / change of direction P essure Test D 'n / Vent it Head Vwd&g4� 5 .S.I. or 10 ft. above highest connection for 15 minutes ressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: L\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 2-," /�/' Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: a�i Queersbury Building&Code Enforcement Arrive: amip Depa k t__an-/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: _-- C111 PERMIT#: LOCATION: _ (,j � ` ✓7� _ 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 Type of Dampproofing/Waterproofing I Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width inches above footing 6 mil poly for wet areas under slab ackfril Approval Bing Under Slab PV /Cast/Copper Ex Foundatior�Insulation nterio terior R- U Rough Gr de 6 inch drop wrthirl 10 ft. LASucHemingway\BuiIding.Codes.Inspection FORM S\Foundation Inspection Report.doc January 28,2003 Rough I g Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ ��iiIY am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials3 NAME: o PERMIT #: LOCATION: t-, INSPECT ON: S j TYPE OF STRUCTURE: Y N NA 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 1 % inch min.Drain Size W s ing Machine Drain 2 inch min. ead or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and 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/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 l0 -1 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: S�13'a5 Queensbury Building &Code Enforcement Arrive: am,IP Depart: —Tmpm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: _ NAME: �-kC— PERMIT#: LOCATION: 3?2 INSPECT ON: _—�Jl� 76s TYPE OF STRUCTURE: Comments Y TN 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 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 i Plumbing Under Slab PVC/Cast/Copper oundation Ins6Iation Interio Exterio R- Rough Grade 6 inch drop within 10 ft. LASueHen ngway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 12- -2 P/,- Foundation Inspection Report /Otj 5 Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p / Depart: m,'pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:_ NAME: PERMIT#: LOCATION: INSPECT ON: S <—,_ 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 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: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval P bing Under Slab VC/Cast/Copper Foundation Insulati n Interior Exterior R- 62 Rough Grade 6 inch drop within 10 ft. LASueHerningway\Building.Codes,Inspection.FORM STounda tion Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building&Code Enforcement Arrive: any/ pm 742 Bay Rd., Queensbury,NY 12804 Inspector's initials NAME: CC_QAnu� l` PERMIT#: LOCATION: CT- A_ INSPECT ON: �� It �--- TYPE OF STRUCTURE: Comments _____—.- _-----_---- Y N N/A_j /tingsFo—o 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 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. L:\Suellcmingway\BEuilding.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: r Queensbury Building &Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials- NAME: '% PERMIT 03 LOCATION: - INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A—I Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of t 'concrete. erials for this purpose on site. ndation/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.:iSueHerningway\Building.Codes.Inspec tionTORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: anu`p Depart: amr'pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y IV/A otings Piers Monolithic Slab Reinforcement in Place-----L' The contractor is responsible or providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab _ Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report 77 Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ m Depart: m/p`m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initialsl NAME: \ ` \ Q-s2r( PERMIT#: 005- `1 LOCATION: INSPECT ON: TYPE OF STRUCTURE: �t� 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 Dampproofng/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 PA PVC/Cast/Copper F atio ulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. I.ASueHentingway\Building.Codes,InspectionTORMS\Foundation Inspection Report.doc Januaiy 28,2003 Foundation Inspection Report I Office No. (518) 761-8256 Date Inspection request received: . Queensbury Building&Code Enforcement Arrive: am/p Depart: 4nl/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: - - 1(? �) PERMIT#: cz—)%1�j ` LOCATION: INSPECT ON: - - TYPE OF STRUCTURE: COMMI is 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 oft onerete. aterial.s for this purpose on site. undation/Wallpour Reinforcement in Place i�A 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.ASueHemingway'Ouilding.Codes.InspectionTORMS\Foundation Inspection Report.doc January 28,2003 � 1 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requdcft received,* _ T Queensbury Building&Code Enforcement Arrive: a WP Depart: pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: _ �II( 6_0 PERMIT#: _ _ LOCATION: _ �(/ � Ip INSPECT ON: Af TYPE,OF STRUCTURE: /1 Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for p oviding protection from freezing or 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place GA, Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: _ 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.InspectionTORMS\I'oundation Inspection Report.doe January 28.2003 f` Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: a Depart: m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials. NAME: � \ \ C_ PERMIT#: �Q I LOCATION: INSPECT ON: TYPE OF STRUCTUR : 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 I of the concrete. M ials for this purposgpn site F ndation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.InspectionTORMSWoundation Inspection Report.doc January 28,2003 I I '-Sc) _ 1)3o Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: l Queensbury Building &Code Enforcement Arrive: am(pl Depart: am pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: n1 ,C PERMIT#: ` LOCATION: INSPECT ON: TYPE OF STRUCT E: Comments Y N /1\A FngF;o; s Piers Monolithic Slab Reinforcement in Place The contractor is respon ible 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. LASueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 05 •N Permit Number REScheck Compliance Certificate Checked By/Date New York State Fhergy Conservation Construction Code REScheck So$ware Version 3.6 Release 2 Data filename: C:\Documents and Settings\Adnrinistrator\Desktop\WEST MTN RD\WEST MTN RD\new res check.rck PROJECT TITLE: McCormick Residence COUNTY: Warren STATE: New York HDD: 7635 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW /WALL RATIO: 0.06 DATE. 04/08/05 DATE.OF PLANS: 2-24-05 PROJECT DESCRIPTION: 2212 sq. foot one story residential residence DES IGNER/CONTRACTOR: TMG LLC 4A Meyer Rd. Clillon Park, NY 12065 COMPLIANCE: Passes Maximum UA = 1506 Your Home UA= 1332 11.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter -V u R-V ue - actor IAA Ceiling 1: Flat Ceiling or Scissor Truss 2300 38.0 0.0 69 Wall 1: Wood Frame, 16" o.c. 2400 21.0 0.0 129 Window 1: Wood Frame:Double Pane with Low-E 135 0.035 5 Basement Wall 1: Solid Concrete or Masonry 2295 11.0 0.0 140 Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 9.0' Floor 1: All-Wood Joist/T russ:Over Unconditioned Space 1156 0.0 0.0 288 Floor 2: Slab-On-Grade:Heated 1035 11.0 701 Insulation depth: 4.0' Furnace l: Forced Hot Air, 90 AFUE Insulation depth: 4.0' COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer Date , s'I---. OgRSSION41'Ire 1�ct� Pip 1. -ve rl�. 39526 �.� Zoos •►Lit Permit Number Checked By/Date Generated by REScheck Package Generator Compliance Certificate Energy code: New York State Energy Conservation Construction Code Location: Warren County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Window-to-Wall Ratio: 0.15 Heating Degree Days: 7635 Report Date: Date of Plans:2-24-05 Project Information: Builder Information: 372 West Mountain Road,Queensbury N.Y Jim McCormick The McCormick Group 4 A Meyer Road Clifton Park N.Y 12065 518-470-6267 Project Notes: Compfian,�e:Passes Cavity R-Value Cont.R-Value Ceiling: 38.0 0.0 Wall: 19.0 0.0 Basement: 11.0 0.0 Window: 0.350 Door: 0.350 Furnace::90 AFUE Statement of Compliance: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 compliances with this Code. / 1J�► `�`�tZ M►tck t L4E G(6iz M11c.�_(_�R12 Builder/Designer Company Name Date Page 1 Generated by REScheck Package Generator REScheck Inspection Checklist Ceilings: Ceiling:,R-38.0 cavity insulation Comments: Above-Grade Walls: WaT,R-19.0 cavity insulation Comments: Basement Walls: Basement:,8.0'ht/5.0'bg/8.0'insul,R-11.0 cavity insulation Comments: Windows: Window:,U-factor.0.350 For windows without labeled U-factors,describe features: #Panes Frame Type _Thermal Break? Yes No Comments: Doors: Door.,U-factor.0.350 Comments:Front door exempt Heating and Cooling Equipment: Furnace::90 AFUE or hig Make and Model Number:�!Fu- Mt-ttP1N yuigA 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 0.6'clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Materials and equipment must be installed 1plain\2\fs20 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 1-1-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-11. Return ducts in unconditioned attics or outside the building must be insulated to R-6. Supply ducts in unconditioned spaces must be insulated to R-11. Return ducts in unconditioned spaces(except basements)must be insulated to R- ❑ Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Page 2 Duct Construction: 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 181 B. 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. JJ 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. Swimming Pools: N k ❑ All heated swimming p Is 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°F must be insulated to the levels in Table 2. Page 3 j Table is Minimum Insulation Thickness for Cir^uladng 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 2A" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes.Hot Water Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°) 2"Runouts 1"and Less 1.25"to 2Z 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 and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Page 4