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2008-597
iA 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: P20080597 Date Issued: Thursday, July 29, 2010 This is to certify that work requested to be done as shown by Permit Number P20080597 has been completed. Location: 1456 BAY Rd Tax Map Number: 523400-265-000-0001-073-021-0000 Owner: DARIUSZ & BOZENA JACKOWSKI Applicant: DARIUSZ & BOZENA JACKOWSKI This structure may be occupied as a: Fireplace By Order of Town Board Garage Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the property (-DJ 04 ed./ - owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. fa` TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 l#41 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080597 Application Number: A20080597 Tax Map No: 523400-265-000-0001-073-002-0000 Permission is hereby granted to: DARIUSZ &BOZENA JACKOWSKI For property located at: BAY 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: DARIUSZ&BOZENA JACKOWSK 115 DEER RUN Dr Fireplace HUDSON FALLS,NY 12839-0000 Garage Attached Single Family Dwelling $150,000.00 Total Value $150,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-597 2832 sq ft single family dwelling& 1090 sq ft garage& 1 fireplace $448.84 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,November 30,2010 (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 To o eensb , ¢ny y,November 30,2009 SIGNED BY asLv 4 1 for the Town of Queensbury. Director of Building&Code Enforcement x, /MAcam NO. .,, I _ ?3 OFFICE USE ONLY P TA PE MIT,\ . OF-S7 101P FEES: PERMIT ��� - RE EA O ' NGINEERING r_ (If applicable) p PRINCIPAL S R UCTU 1 E: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: s a rl le i:S OC'd ,)er- OWNER: Parl c,, 4 ADDRESS: ADDRESS: ) / c p-eer et_e_ i Dr. p J-kids 0.4 Fe(/is, ivy /2 23y PHONE NOS. PHONE NOS. 9, (,p_6 9 CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: NI/7a10 kio PHONE: 307- 3O9 8 ;J p I LOCATION OF PROPERTY: 0 EA`/ , 0 OU t.,t Ws P t A lizy f,J y 12, 0011 SUBDIVISION NAME: /lA" PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR z 0 w C o I- PROJECT O 00 1- 0O co a w F(.2. w .Ju- � � w ¢ no. = = w wCJ o = t- 0 ' z z < < co) c'ia OLL O1- CLw - SINGLE FAMILY / ror /o - g7R1 _ f 4 yy *tor- ; jll04 fl� �� a� 33� TWO-FAMILY 2 e?3 2 MULTI-FAMILY (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED /02 '=' GARAGE(1,2,3) 1frt 7/(f OTHER rZc IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: f 50 .. (900 FUEL TYPE: ' W 000I(,'ei-k fr ;,, HEAT TYPE: MOT- F1 // *HOW MANY FIREPLACE(S): / AND/ OR WOODSTOVES(S): ZONING CATEGORY: RR- -A ARE THERE WETLANDS ON THIS SITE? /U O IS THIS A HISTORIC SITE? d PROPOSED USE OF BUILDING OR ADDITION: $/Nb(d✓ 1-74 ip i Ly .P, pc l rya 61 1 C6 *Please complete a separate Application for"Fuel Burning Appliances& Chimneys"available in our office B 3-LGL 11-05 Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? A/O ARE THERE EASEMENTS ON PROPERTY? /V 0 I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed 0a,rt!Lc, :2 : _, K_7,, Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: 7 B D & CODES ROVAL ZONING APPROVAL /• , 1 f DA E DATE QUESTIONS? CALL 761-8256 OR EMAIL codesc queensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: k1 0 Construction Classification: 11 Assembly Occupancy Limit: Special Conditions: Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 O s1 1 ire0llr,,i I' 017!,-C (asa APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building &Codes Office for the issuance of a Building & Use Permit pursuant to the New York State Fire Prevention & 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. IMPORTANT NOTE TO APPLICANT: ROUGH-IN AND FINAL INSPECTIONS ARE REQUIRED. OWNER:Par 1,6- 00Zeki q O LJ)06A,C) I - INSTALLER/BUILDER: •SCt Me- ` -4(1' ''' ADDRESS: IS S Oc-cr PtAV1 1)r, Apt D ADDRESS: f-/udso/ F�/( /y /2 g 'y q PHONE NOS. 2(n" 02 if, PHONE NOS. A/ ^ LOCATION OF PROPERTY: 0 I�/(C.1 A SUBDIVISION NAME: !A"j//-t' LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: 0 l a Rd C.. beeel Si?t,E/f`j AU y CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: /'1Gl le �14 PHONE:, /O7✓-36 q 8 ✓ FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL INFORMATION STOVE FIREPLACE INSERT FIREPLACE,FACTORY BUILT* x FIREPLACE,MASONRY FURNACE(GARAGE ONLY) Q n 'IF FACTORY BUILT,PLEASE PROVIDE: MANUFACTURER NAME: AT ANo x MODEL NO. (3P� Ni 1,UO0o LISTED BY: NUMBER: S" QUESTIONS? CALL 7614205 or 761-8206 CHIMNEY INFORMATION BLOCK BRICK, STONE OR EMAIL: _ ficerr_arsh1al(d+queensbury.net MASONRY** CHECK ONE ✓ _ VISIT OUR WEBSITE TILE STEEL SIZE IN FOR MORE INFORMATION INCHES ^Avtiv.c ueen_bury.net FLUE CHECK ONE ✓ - DOUBLE CHIMNEY TRIPLE WALL INSULATED DIRECT VENT WALL LINER CHIMNEY MATERIAL CHECK ONE ✓ / **IF NON-MASONRY, PLEASE PROVIDE: MANUFACTURER NAME: LEA/NC)< MODEL NO.8RWRAJO� SP ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION&BUILDING CODE AND/OR MANUFACTURERS REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. e OFFICE USE ONLY , ' TAX MAP NO. PERMIT NO 0 PERMIT FEE APPROVALS: ZONING % , TOWN CLERK_ , APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT• A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: Sk rl IL1�«�-i k- it ►INSTALLER: ADDRESS:ji_ar1 �r; ADDRESS: PHONE NOS.' 9 )— 1 ZCo- Q (28��9 Fob+ Anr i N Y I Z E3 Z"7 PHONE NOS. t> n —y _ LOCATION OF INSTALLATION: .70l p OA ' ',S, a A Q '. C,5_i_73 Z I YEAR BUILT NO.OF i -" - --w•••••-•• RESIDENCE INFORMATION: _.........._..........._................... BEDROOMS X COMPUTATION: ■ TOTAL DAILY FLOW 1980 or older X 150gallon . . . ..r.......} per bedroom a GARBAGE GRINDER 1981 1991 r X 130 gallon per bedroom , { INSTALLED? 1992-present i 1 SPA OR HOT TUB X 110 gallon per bedroom 3 INSTALLED? /1 C> ■ _ PARCEL INFORMATION: / TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPES% / SOIL NATURE: SAND LOAM CLAY OTHER 9raktt.(1 / Oc1 rv1 1 .`,. _ GROUNDWATER; AT WHAT DEPTH? �cnG WHAT DEPTH? I!Q ..11,E B DR IMPERVIOUS MATE■,IAL; AT / OOMESTI�T R Y: MUNICIPAL 1/ WELL A (IF WELL: WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS (O3 FT / PERL COATI ON TEST: RATE IS 2v_ PER PER INn COMPLETED BY A LICENSED PROFESSIONAL ENGIN EI ) R OR ARCHITECTTEST TO BE PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage tems must be a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Add 2 by gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. 50 ✓ SEPTIC TANK: �C_� —GALLON (MIN. SIZE IS 1,000 GAL.) TI FIELD: EACH TRENCH`-}'(n FT. / _TOTAL SYSTEM LEN GTH: JF• SEEPAGE PIT(S): HOW MANY? ____UA_ ✓ SIZE OF EACH M A FT. X KI A FT. ✓ SIZE OF STONE TO BE ISED: # /DEPTH OR THICKNESS 5 ✓ BED SYSTEM SIZE: _ ,_X_ K1 A _ / ALTERNATIVE SYSTEM: N 4 LENGTH AND/OR SIZE N. ✓ HOLDING TANK SYSTEM: (It required) NO. OF TANKS: �,I —LA./SIZE OF EACH 1 I_ / GALLONS./TOTAL CAPACITY: _GAL. NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN I I APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Quee 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 QUESTIONS? CALL 761-8256 OR EMAIL Queensbury Sanitary Sewage Disposal Ordinance. codes9aueensbun nal t f U VISIT OUR wEwwl auee abUTE FOR OrV net RE INFORMATION .. "` `L1. 4 I� ` I , Signature of P son Responsible Date Town of Queensbury • Community Development Office . 742 Bay Road, Queensbury, NY 12804 WARREN COUNTY DEPARTMENT Or. rusiAL. w „Ens �"l PENT TO WORK IN COUNTY RIGHT ',Y `il`,I r t of Hi hwa grIk A (Under Article 6,Section 1:36 ET.AL. g , l ° `f'r +ems• , F !! M 009 Warrensburg Offices William E.Lamy,P.E. ' i -± 4028 Main Street Superintendent of Public Works Warrensburg,N' 12885 518-7614556 or 515-623-414 i Brian N.Humphrey BUU.DING & CODES fax 5 18-623-2772 Deputy Superintendent of Public Works Insurance Policy#: Yr 8303640 I County Road#: 7 -- - W- Expiration Date: 4/018 t?9©JQ Permit#: -(a —09 Expiration Date: tilt WHEREAS, A County Road# 7 known as d is part of the County Road System and a �' whose address is /f D. 1 Z '3 _ �,whose telephone number is ` 4-3/4 requests permission to NOW,THEREFORE,permission is granted to the applicant to do said work subject to the following conditions: A(Certified Check)(Bond)in the sumo of$itdier71.V.,.-,payable to the County Treasurer of Warren County is(On File)(To Be Deposited)as security that the highway will be restored to its original condition where disturbed at the expense of the applicant, as soon as the work has been completed,and the said County Superintendent of Public Works is hereby authorized to expend all or as much of such deposit as may be necessary for that purpose,should the said applicant neglect or refuse to perform the work. SPECIAL CONDITIONS , \\\ • .In consideration of granting this permit the undersigned accepts it subject clitoris described. • 10i271 OQ Props caner Date Pe ' endent of Public AIDAMICii /1/41/6 6, Contrac Date Dale IMPORTANT NOTICE: Carefully read and fully comply with the following conditions. No work. affecting the roots or tops of trees is authorized by this permit,excepting those permits issued for this purpose. Guying to trees requires written permission_ To avoid damage to power and communication lines and cables, gas mains, water mains, etc., permittee shall contact the owners thereof and obtain their permission before starting work. ft is mandatory to notify the person or municipality distributing gas in that arca at least 72 hours in advance 1. before discharging explosives. Conduct operations safely. Prevent accidents. See conditions on reverse side of this permit Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/p Depart:/ ,© am/pm Date Inspection requestst received: Inspector's Initials: NAME: 44 PERMIT#: oli LOCATION: esfar`' iZ� DATE:TYPE OF STRUCTVace: ..--r .. -f b 1-2 Comments: iNo NIA 4" Building Number Address visible from road V Chimney Height/"B"Vent/Direct Vent Location V/ Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors � / Handrail 4 or more risers _ f Guards at stairs,decks,patios more than 30 inches above grade V Y • Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant �14// Grade away from foundation 6 inches with 10 feet /� 6 inch clearance to sill plate , Gas Valve shut-off exposed/regulator 18 inches above grade . Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchenwatertight7.,/t1/ Safety glazing/Wi ow in stairwells safe lazin Interior Smoke De ors Carbon onoxi a DetectorsEvery level: ery Bed : Outside every bedroo area: Inter Connected: Battery backup: _ Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents / Bathroom Fans,if no window Plumbing fixtures /// Foundation insulation/Insulation Certification t / Floor truss,draft stopping finished basement 1,000 sq.ft. E/ Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area / Fumace/Hot Water Heater operating y/ J Low water shut-off boiler ✓ Relief Valve(s)installed/Heat Trap/Water Temp 110 V Enclosed Stairs Sheetrock Underside minimum'"Gypsum it ie Basement stairs dosed rise>4 inches Garage Floor Pitched Ji Garage fireproofing/' hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker ___ if Site Plan /Variance required Flood Plain Certification,if requiredel Okay to issue C I C or C I 0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08 (JrC _- Queensbury Building & Code Enforceme - Residential Fi artripection rtal Office No. (518)761-8256 J Arrive: am/p Departt el—am/pm Date Inspection request received: 7 -3 2z Inspector's Initials: - k ,, .Oz -5 y 7 NAME: Jam' S PE IT#: LOCATION: 14 5 4 i./ DATE: - TYPE OF STRUCTURE: Z 7�0 Comments: Y -4No NIA 4' Building Number Address visible from road Chimney Height/'B'Vent/Direct Vent Location Fresh Air Intake ir 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Oii Handrail 4 or more risers ■ Guards at stairs,decks,patios more than 30 inches above grade ■ �' S Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more 1-Zi7t\P Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches —� Bathroom/Kitchen watertight ■■■ Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft:150 sq.ft.vents Bathroom Fans,if no window Plumbingact us Founndatitionn insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area k.--3 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%'Gypsum 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 Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C I C or C I 0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08 Ir- Queensbury Building ode E orcement - Res' ential Final Inspection Office No. (518) 761-8256 Arrive: am/pm Depart 4'D am/pm Date Inspection request �received: Inspector's Initials: ejAix")NAME: _1 RG/\('�L S i/ PERMIIT#: 0/. . LOCATION: ILLS-4 DATE: TYPE OF STRUCTURE: ' Comments: Y i ' Ns NA 4° Building Number Address visible from road V Chimney Height/'B'Vent/Direct Vent Location Fresh Air Intake 0 - 4/ K—_ 3 inch Plumbing Vent through roof minimum 6 inches M Roof Complete/Exterior Finish Complete '"_ Platform at all exterior doors •/ . ,---- Handrail 4 or more risers I C7✓k�Z 5 Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more ,--7.4QCoS Guard at deck,porches 36 inches or more BOA Handrail Termination at Newell Post or Wall INIA YA '-- Interior/Exterior Railings 34 inches to 38 inches 0 '-? Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate i Gas Valve shut-off exposed/re!,ulator 18 inches above !rade pi /1 2) V1 `--N D-4 55 Interior privacy/trim/doors/main entrance 36 inches Bathroom Bathroom/Kitche :terti.M Safety glazing/ ndow in stairwells fety g . ing Interior Smoke II -tectors/Carbon oxi• Detectors Every level: Eve Bedro : Outside every bedroom ea: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches =i,ht in accessible area 4 0.45k1,0:Z.5.--51kA- Crawl Spaces 18 inch x 24 inch access, 1 sg ft.-150 sq.ft.ventsNMI, Bathroom Fans,if no window ,I"_ Plumbing fixtures Foundation insulation I Insulation Certification ir Floor truss,draft stopping finished basement 1,000 sq,ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'r4'Gypsum Basement stairs closed rise>4 inches Ell Garage Floor Pitched FirnM' Garage fireproofing/%hour fire door/door closer WA D.� Duct work Sealed property Gas Logs in Sealed or Glass Enclosure led Final Electrical _ Final Survey Plot Plan Arc Fault Breaker in Bedrooms Mall Flex Gas Pipe Bonding Ell As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required MOM Flood Plain Certification,if required ` MIMI Okay to issue C I C or C/O[Temporary/Permanent Ply L:\Building&Codes Forms\Building&Codes\Inspection Fonns\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: ° NAME: ` , LOCATION: 1345-( Q PERMIT#: ZcrOS ?C Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey Craig Brown, Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspeetion.FORMS\Final Survey Zoning Administrator.doc ^ Deed Reference ZONE — RR �~ William M. O'Reilly Ax A A •� Deborah 5. O'Reilly ,,, SAO , L Setbacks: yy to 1/i A i�A 70 - and s N/F Front = 50' Deboah S. ` 44iA of Meyer C655 — ' Book:3142 'Reilly /877) Slde — 30 or t Rear = 30' Page: 155 �. s 20OG z Date: 8 November 2000 O U"go 7" Iron K d Fo ndO ���,, ��� Max. Bulldln9 Helcght = -4 7snA -• S(5 ' r•• 42 �4011E "35' (APA) Map Reference 1 A =•• i - - a _ _ Map of... - William M. 4- Deborah S. O'Reilly ,�; 14 A By: Jeffrey G. Martin �16 A ~• =• Date: 2G July 2000 ,�.,v,�, 0' ,:uA G r\, 77 �l353 L/�J RevlSed: 30 October 2000 7 `;. "'°"'°" O " 204011 E lu P PgEw - s I7.70 A r, 335 - 20 N 1 50 301 Iron Rod Found _ B li&95 A(p �A �}v/]( 3 �y ` -- d_n../ 5etbac ' r? 70 A 31M A k �e house -- O Storm Water Basin _ O Volume = 1400± CF Site Map - Scale: I u = 1 200i-1- IVolume House = 420 CF N Volume Drive = 840 CF Total Required Volume = 1 2GO± CF _ 0 199.4' ' O O 0 Drilled Well l mN Mapping Notes n f V J Note: Only title surveys bearing the maker's 1 _ (Y) embossed seal should be. relied upon since O O 1 II i / /, LOT ��� n F ��.O / = O other than embossed-seal copies may contain JV--E Grave/ v U I O N unauthorized and undetectable modifications, Area — 3 . 0 -�- acres O O deletions, additions, and changes. Drive 80. 11 � O ( Unauthorized alteration or addition to a survey map N bearing a licensed land surveyor's seal is a violation t 4') of section 7209, 5ub-d1v15ion2, of the New York State Education Law. >1 M ` Bulldin9 Setb ' The certifications hereon are not transferable. CD _ —5 ack line I Certifications on this boundary survey map signify — that the map was prepared in accordance with the _ _ i5(5 / O ' 1 _ _ current existingCode of Practice for Land Surveys 5071 / 5 f!E 3 _ adopted by the New York state Association of Cl b Professional Surveyors, Inc. The certification is _�� limited to the persons for whore the boundary survey I — 25. f map is prepared, to the title company, to the — � _ 30, governmental agency, and to the lending institution _ listed on this boundary survey map. l The location of underground improvements or Bu,�dln encroachments are not always known and often must 9 Setback �Ine be estimated. if any underground improvements or I — encroachments exist or are shown, the improvements _ or encroachments are not covered by this certificate. l � a .Y I LOT I B Ss — O � I Area 3 . 0 _ acres Map Q'I � � I U of an as- _� bullt plan for i �_ �� Iron Rod Found i -- � _ - Dariusz & Bozena Jackowsk i Culvert � � Certification Bulld,n Situ to In 9 S_etbaCk Ilse Town of Queensbu County of Warren I hereby certify to The Town of Queensbury Planning I Department that this plat was prepared I _ and Zon ng p p p p —� � � .� / State o New York from an actual on the ground survey. 30r -- =�_� � Scale: I " = 30 feet Date: 2 I July 20 10 The stormwater devices installed are adequate for the Lands N/F pf runoff created by the drive and house only, as shown I _ Eahen Dr1ve O'Rei Ii Survey a Map by on this plan. y (3142/Gov 155 JAM `�++1111111ill,,, `` NIINJIy�� ) �l�•� �5 �O�/ / QaoF , owy, •� � '�., Surveyors Engineers ` ran _NS Di�f r�'G��. �`� °'�t L I.AICt:GEORGE, N YORK 12845 �o Iron Plpe Found 21 July 2010 * ��t Date QU: 28 2 4 (old) s Dennis T-ki' L 5., P. _ _ �?'�1� do 54381 -10) '�.,� do 493'�- C QU: 2G5_1_73.2 (new) Queensbury Building & Code Enforcement - sidential Final inspection Ate No. (518)761-8256 Arrive: amipm Depart( ' 4am/pm Date Inspection request received: Inspector's Initials: 'a)NAME: � 35 kf PER T#: 0,6?-- S7 LOCATION: �_ DATE: 7_ `7- /Z---- TYPE OF STRUCTUr� SRE: ' Comments: 4" Building Number Address visible from road I ) /k- /ACU Chimney Height/"B°Vent/Direct Vent Location "'/ N Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches I. Roof Complete/Exterior Finish Complete I. Roof fcl Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more / 411)„ Guard at deck,porches 36 inches or more •/ Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches j Deck Bracing I Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet /� � 6 inch clearance to sill plate �/� Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy I trim/doors/main entrance 36 inchesBathroom/Kitchen wa mightej. .P.--sEt--Z.--,UL) ( Safety glazing/Win.+ in stairwells safety gl- ' g 4-kkesivse -.2 Interior Smoke De .ors/Carbon M oxide retectors -ice Every level: E Bedro .-k--) Outside every bedroo area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area / e Crawl Spaces 18 inch x 24 inch access, 1 sq ft.-150 sq.ft.vents ✓ Bathroom Fans,if no window V Plumbing fixtures Foundation insulation I insulation Certification Floor truss,draft stopping finished basement 1,000 sq,ft. Emergency egress below grade 7;" Gas Furnace shut-off within 30 feet or within line of site 1./ Oil Furnace shut-off at entrance to furnace area Fumac e/Hot Water Heater operating , / /'� Low water shut-off boiler '/ Relief Valve(s)installed/Heat Trap/Water Temp 110 , i - / Enclosed Stairs Sheetrock Underside minimum'Gypsum Y Basement stairs closed rise>4 inches L Garage Floor Pitched , R, / Garage fireproofing 1%hour fire door/door closer V,0` Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure -3� Final Electrical j______ Final Survey Plot Plan /I./ Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding x As Built Septic System I Sewer Dept. In fiction Sticker I r Site Plan /Variance required / Flood Plain Certification,if required `/ Okay to issue C I C or C I 01 Temporary/Permanent] 0 L:\Building&Codes Forrns\Building&Codesllnspecction Forms'Residential Final Inspection Form_revised 100405.doc;Revised January 7,2008;Revised 6/26/08 Framing / Firestopping Inspection -epo Office No. (518)761-8256 Date I = . =. . =• Al Or—.. Queensbury Building &Code Enforcement Arrive: , . .Q a jed, t - •�=rt: {�-lb 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: . , NAME: cj(4.�\1\•C w`_-)1A\\ •ERMIT#: ( ce,—El1 LOCATION: 1'�-1 (o �{ �n INSPECT ON: j, — i 4 t r, TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '%(w) 16 gauge(8) 16D nails each side D stopping 1,000 sq. ft. floor trusses Bolts 6 ft. or less on center or /ce and water shield 24 inches from wall / ' Fire separation 1, 2, 3 hour .� Fire wall 2, 3, 4 hour . Firestopping --A Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 6 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:\Building&Codes Fortes-OLDDBuNding&Codes\Inspection FormscFiaming Finistopping Inspection Reportdoc Revised January 7,2008 Framing / Firestopping Inspection Report \\oc,u pkm Office No. (518)761-8256 Date In n -. _•,ived: 4111 Queensbury Building&Code Enforcement Arrive: \\`�l'� s -part: UMW, 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: P 1 MIT#: � ,LOCATION: \ h(c R Rt\ r.PECT ON: - - TYPE OF STRUCTURE: 2-- C.7i 1 DI? 5. N NIA COMMENTS: Framing Attic Access 22"x 30" minimum Jack Studs/Headers Bracing Bridging ' edit^i Joist hangers Jack Posts/Main Beams `=r gat- .- ;(eT Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 i4(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall separation 1, 2, 3 hour ire wall 2, 3, 4 hour j7 v a.- Firestopping Penetration sealed El YCi G 16 inch insulation in cavity min. Garage Fire Separation House side inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Buiiding&Codes Forma-OIDIBuiidinp&CodesUnspedion FomisT+sming Firestopping inspection Repat-doc Revised January 7,2008 Juvie Zoic Si k ( ac c k slci / 5 Defy- I4 1/1 u1 }-D 1 i Ze5 Re : cc 01P 4 vsTk.101 S+4 1 Posf l c.t f 4 i Sf 1ehf 6i t1 G r.� A/6ke /4d- l)k71P S ec l �os t- .7- r sa ,_ -ec 0 4 l � � 45c'tslc„4 S t v ee- (S ccce4 W1. r l Jet `j�ee l.c¢ C 'two /yrr 8 t 4ci/C C 1 y 1, Exgeif 11)15- PO 00x Igo C(cue%i?ct(e N '( / ?u s�- 44-11 ( 7 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date I • , - :. Queensbury Building &Code Enforcement Arrive:2 - �� '. . - 742 Bay Road, Queensbury, NY 12804 Inspector's In �� NAME: 7 ,C) ~.\A k RMIT#: LOCATION: ft`- RC)i°t,) NSPECT ON: -7- TYP OF STRUCTURE: 2-- kkki-skr.:VIDi. OMMENTS: ccess 2 ' x 30" minimum -' > ? tfJIJ \ Jack Studs/Headers c Bracing/Bridging .S>�-�v3GR V ��°r Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12'O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. ' > r V Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 h(w) 16 gauge (8) 16D nals each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour II 2, 3, 4 hour Penetridlarzae#104 16 inch insulation In cavity min. Garage Fire Separation House side h 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:1BuiWhng&Codes Forms-OLD1Building&Codeslinspection Fomis'Framing Firestopping inspection Reportdoc Revised January 7,2008 IIIIIIk ough Plumbing Insulation ns Ctio Report Office No. (518) 761-8256 Date Inspection r est e• iv= : Queensbury Building &Code Enforcement Arrive: I C:25-a pm •`;•art: ( 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. NAME: Cr�O G--� PERM #: LOCATION: ,j7 N INSPECT ON: AMY TYPE OF STRUCTURE: L I .; --2t ;--ktny N 7 ins GPI' ,./ Cues- i f • umbing Vent/Vents in Place 1 6 inch minimum Drain Size r 0 oyt e. t S Washing Machine Drain 2 inch minimum -file,'t— Cleanout every 100 feet/change of direction Pressure Test \ A�co� �A�� Drain/Vent 60 Air/Head ( E c_V t A) 5 P.S.I. or 10 ft. above highest connection for 15 minutes `c -ToC3 P ure Test ater Supply Piping `7 S Eg_ ttiA P. ,_- ,3 , 15 minutes ir ` 41.4•ential Check/Commercial Check T'v V., ---rgisk Tyvek or filar Exterior Sealant / aid=—+ TO • • = ent, Attic Vent Door/Window Sealed (No Insulation) / /14\-t -E 4 VC)W) Duct/Hot Water Piping Insulation If required unheated spaces C.:.1ki't � Combustion Air Supply for Furnace 5 44. , � Duct work sealed properly/No duct tape 1 1 ci. COMMENTS: --(ttV qic'ce..o.,-)t-\, °PC-Y ,, CZ;:.,,,, ,_ ram"" (9-gtz) 0 a .t er ci ,_ ct Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing I Insulation Ins - ction Report Office No. (518) 761-8256 Date ins eptio •u- ece ed: Queensbury Building &Code Enforcement Arrive: , 411 a /p r • =•art: a m 742 Bay Road, Queensbury, NY 12804 Insp is Initial.: / / • NAME: c k k/L)7a7PE T LOCATION: /4;1'? . INS: CT ON: —Z TYPE OF STRUCTURE: Y N N/A oug • um•ing iI Plates W .< I *f / '• = ents in Place J 1 % inch minimum Drain Size Qt� Washing Machine Drain 2 inch minimum ✓/ Cleanout every 100 feet/change of direction Pressure Test -,` Drain/Vent C�\vN Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes / Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation /Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: v I'" ti —' 7--ZA Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 MIL /z_.--- L f 2 < R Framing / Firestopping Inspection Repo Office No. (518)761-8256 Date Inspection _. •= = •• Queensbury Building&Code Enforcement Arrive:2 1 •'� : = am 742 Bay Road, Queensbury, NY 12804 Inspector's Initia , 4=1' NAME: 31C r `� PERMIT#: 0 c › tc,— c-7- LOCATION: i U Sr i X _ INSPECT ON: S'=, t 110-E OF STRUCTURE: r Y N N/A COMMENT ' ic)Z1-7. ccess 22"x 30" minimum Jack Studs/Headers f Bracing I Bridging / Joist hangers Jack Posts/Main Beams / Exterior sheeting nailed properly ,/ 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate y 1 %(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice , • water shield 24 inches from wall ation 1, 2, 3 hour ,1-: II , , 4 hour F P c4kQ'C \' / . 7 1 Q ��C • sealed r i L 16 inch insulation in cavity min. } Garage Fire Separation � \ -�V `� House side%inch or 5/8 inch Type X / Garage side 5/8 inch Type X — t 'j TO \� .��0� Ceiling/wall `� Windows Habitable Space/Bedrooms ✓ c - \L\ '/ 24 in. (H) I 20 in. (W) 5.7 sf above/below grade j 5.0 sf grade J L:\Buikiing&Codes Forms-OI.DDBuiding&Codes\Inspection FomtssFrsning Firestopping Inspection Repoit.doc Revised January 7,2008 e Edward K. LaPoint, PE 8 Ward Lane, PO Box 190 Cleverdale, New York 12820 518-744-4411 May 24, 2010 Mr. Michael Jackowski 115 Apartment D Dear Run Drive Hudson Falls, New York 12839 Re: Acceptable Structural Modification to Jackowski Single Family Residence Drawings Sealed 4/24/09, Bay Road, Queensbury, New York Dear Mr. Jackowski: The following structural modification is acceptable for your single family residence on Bay road: 1. To eliminate the structural steel post shown in the garage under the bonus room, sister two 2"x14" LVLs - one on each side of the existing triple 2"x12" LVL girder. Please feel free to contact me if you have any questions or comments. erely, 7 - 1 1 / (C ) fp' 3 f' 1 i.-4-=- 7 Edward K. LaP P NA.' -- =' 2010 L! 8 Ward Lane, PO Bo 1903.,.,._ Cleverdale, New York 12820 `' 518-744-4411 ..,_ , *5' ., ....�, , r �\\ . //l , 1 r.r 5l J", ,y.. m - '1 om_ i r',/ G ';„ ,,-` ..,., .. ' Ai,,11,,IN ate` — ,.r.A.._. -_ . 30-- // t`u 4wsJ r. Town of Queensbury Fire Marshal w� 742 Bay Road i�� Qtleensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Wood Burning Fireplace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is allowed. ..- Permit# 1(g- T Schedule In spec ' Time, ( anytime Inspector Name ()t..)-S!1 J Address /45- B Rough inI Final Appliance Manufacturer-714 ��,41 e A Model# S g I'& Masonry Chimney Factory Built Chimne Flue Sizel l Double Wall Triple Wall Insulated Yes No I N/A Comments Floor Protection Clearances to Combustibles(all sides) X Safety Strip Installation(fireplaces only) Firestop(s) Vertical Chase Waft Penetration Chimney Clearances to Combustibles V Chimney Termination 3 fed above roof penetration;2 feet above any combustible construction within 10 feet Combustion Air P/ 7 Hearth Extension e46.144 [ , yee PAS /6, t. 4(._ Mantel(height above f/p opening) Fireplace Doors/Screen(required) white-&Wing Dept. Yellow—Customer Pink—Eire Marshal (// :Oo) Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ m rt: f1�� `v' am/pm 742 Bay Rd., Queen ry NY 12804 Inspector's Initials: NAME: Cow 5 kr PERMIT NO.: 6 -3 - - LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type. San Ldarf/Clay Type of Water: Municipal/ Well Water Waterline separation distance t.l "C' ft. Well separation distance ft. Other wells: , ft. Well Casing Length 50' +/ - Y N N/A [150'to well required if NO] Absorption Field: Total length � _ft. Length of each trench ft. Depth of trenches 'L. ft. Size of Stone '-'Z--- Seepage Pits: Number , f- Size: ✓ x Stone Size: Piping S'ze T pe Building to tank !0 Tank to Distribution Box !' i Distribution Box to Field/ Pit i Q3 Opening Sealed: Y N End Cap N Inlet/Outlet Pipes&Baffles N Manholes 12"or less below grade it—N [provide extension collar if Yes] _Y—N Location/ Separations Foundation to tank 1 ft. Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan T N Engineer Report and As-Built _Y ETU Maintenance Contract _Y N provided Location of System on Prope • Front ear eft Sid 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 L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report 03 29 10.doc I 1 t ) j................ .. ... t- e r ..'1,' 13 ,.. iv , 4',A., 0 1 • .*t. «.r-• , k • 4 . w 0 ,_ _ _ ..... i J -, ....„... , ei IL) P * '• ek, , 4 ,I A e a 4 ,-" BUiLT , Is • Z. . A co -t) re DtitiT -± r•le 0.1 0 L. t,,,,,,„k (N — ---[ C6 /,,,v7), k,N 3 , . Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: / J`J am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: ` LOCATION: t 4 t) Ce 1:3,.v-- INSPECT ON: TYPE OF STRUCTURE: -7k) Y N NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I 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 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check yvek o 'lar Exterior Sealant Proper Var 44 Vent Door/Wit _=led (No Insulation) Duct/Hot IF Piping Insulation If required 4' =ated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 fro Rough Plumbing I Insulation Inspeatti Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: 1 \ am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: • NAME: ---c (,J 6 T\ I PERMIT #: __�� �► / LOCATION: kis-G S7 INSPECT ON: Z-- TYPE OF STRUCTURE: . Y N NIA 5 Rough Plumbing /Nail PI es ..� � Plumbing Vent 1 Vents ill Place C.► C S 1 %inch minimum Drain ize Washing Machine Drain 2 'nch minimum' Cleanout every 100 feet/ch nge of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest nnection for 15 minutes Pressure Test Water Supply Piping i Air/Head 50 P.S.I for 15 minutes Insulation/Residential Chick/Comm 'al Check Tyvek or Similar Exterior lant Proper Vent, Attic Vent' Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: - �; K � `-yO Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 L /- Framing I Firestopping Inspection Report Office No. (518)761-8256 Date Inspectionrequest received: Queensbury Building&Code Enforcement Arrive: 3 = am/i � epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �/ NAME: \,/.•4- e, ) ��/ PERMIT#: LOCATION: 8.-y' /en - INSPECT ON: 3 //2//6 TYPE OF STRUCTURE: Y N /'N/A COMMENTS: Framing - / Attic Access 22"x 30" minimum v j ��, k , � (U& , Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams r pc I�iD �NTt � 11: 2 Exterior sheeting nailed properly W 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches I Holes/Bearing Walls ' 1-t V Metal Strapping for Notches Top Plate 1 '/(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water 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 6 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:1Building&Codes Fortes-OLWWBuilding&CodesOinspection For ms\Framing Firestopping Inspection Repod.doc Revised January 7,2008 2 (` 7A..0 r Foundation Inspection Report Office No.(518)761-8256 Date Ins lion requ r ,!e4 Queensbury Building&Code Enforcement Arrive: - p Depart r p� 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initials: �j NAME: / PERMIT#: oig --. / 7,---- , LOCATION: S INSPECT ON: 2 r./0 TYPE OF STR CTURE: 7 - Comment( 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 iFooting Dowels or Keyway in place,..)) / FQtmdatio --) Foundation Waterproofing a Footing Drain Daylight or Sump / Footing Drain Stone: (/,/_1_, 1 inch width inch above footing 6 mil pol for wet areas under slab / Backfill val ' g Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM (e r1 iCr- I rue ii vj —j Wea`Gt-e- 7- Foundation Inspection Report Office No.(518)761-8256 Date Inspection requestrecei)v _ Queensbury Building&Code Enforcement Arrive: 'i �, p -° `{Depart: 3 m 742 Bay Rd.,Queensb ury,NY 12804 Inspector's Initi . NAME: G, PERMIT#: OF-57, 7 LOCATION: /' 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 conc s for ' on site. _ ation/Wallpour Re e Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspect1lon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 4*14 -1 "c( Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: (.3,— � Queensbury Building&Code Enforcement Arrive: am/pm Depart: IN pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:613,4") NAME: T k PERMIT#: 0 .1 9 LOCATION: r�cls INSPECT ON: `(11 F TYPE OF STRUCTURE: F) Comments Y N r N1A ootin '/ Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM / giokkays Foundation Inspection Report Office No.(518)761-8256 Date In ti• I -• P •: art:Queensbury Building&Code Enforcement Arrive: 1 V, •' : , • .. " Del) ; ;. : u pm, 742 BayRd., Queensbury,NY 12804 Inspector's Initi NAME: p Pa ' IT#: (P? _3/ LOCATION: S t $ .PECT ON: `2 --y--O 7 TYPE OF STRUC . 4. 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 concre Materi: . • this ••se on site. _ Foundatio s /Wallpour Reinforcemen ' ace Footing Dowels or Keyway in place ` F C-E:(\.\ e \ �� Foundation Dampproofing 00M Foundation Waterproofing _ 13k , r � Footing Drain Daylight or Sump I Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM %sue- Foundation Inspection Repo I Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: / s faam/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ,�1-77 7 NAME: l�lsc-� kst PERMIT#: (2( LOCATION: :r,.l INSPECT ON: /2 '17— 7 TYPE OF STRUC Comments Y N N/A Footings Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing / � -1 - Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ( LQO) Z // Foundation Inspection Report Office No.(518)761-8256 Date Inspection reques ved: Queensbury Building&Code Enforcement Arrive: "s�� Depart: 742 Bay Rd.,Queensbury,NY 12804 ore Inspector's Initial NAME: v� / ERMIT#: LOCATION: /45r Z a INSPECT ON: / — TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab may, Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspection Repoitdoc Last printed 12/20/2005 9:24:00 AM 0 Community Development Office EITE-C-ElIVIE1 own of Queensbury • 742 Bay Road • Queensbury, New York •12804 MAY 0 6 2009 TOWN OF QUEENSBURY WINDOW SCHEDULE - BUILDING& CODES ' -------.-------- , _J JOB SITE/ADDRESS: 0 +6 Ay RD i cale.F.N1s1),(Jiy ,J l'4\I DATE: TY)P'..) 5 , Zoo el OWNER: 402.40,4;Z- ef eoz, -I\JP, cics,c4ctA.),-,x_t APPLICATION NO.: UNIT OR CLEAR WINDOW- CLEAR OPENING WINDOW STOCK ROUGH ROUGH SOFT. NO.OR WINDOW SQ.FT. OPENING SPECIAL HARDWARE OR MANUFACTURER NUMBER OPENING OPENING EGRESS/CLEAR HEIGHT LETTER NAME MODEL/TYPECALL WIDTH HEIGHT OPENING IN VENT WIDTH IN INSTRUCTIONS ON PLAN INCHES SIZE INCHES 2.-2-411/ b 14 24'4 'l I CIIII 0 (a °e? 0143050 /7/vppii,5-6-il 243°44) - - ' OH 29(1 CN4 r 11 - • 0 r ..., ,,, • A-2YLI i W/O E ZP-i pti r' , , i, i , z Li -3 4. ?f, 4, 1,:r e•4 ON 2 .51.0 ,_171-1 2-sycb gd-c13- 73Ay ' / 1, - - 10 efq lkilvoogi - 20 .inGo 5' 51-1 b)"fr i t( i 1 &O(re Ce, -0 (.1 /5,-7z /472. 5-Lior_k_. 1-,4?0A. civhi 044 „fa? _44.-074-?, 7,3, „.,....) ,, , 3 2 ,, 2 t: e>- 3050-27)p50 op 7,z,%s-e„ p- 1 3z, - 1 (iO9 6. o q 3 ,5te, . 4e--N // 1 Arci,25- Pci..] fiPce.c- _ i 4, , ,-lit' ":5 c, Cif ) ro 9/7`oe 4 -0 5-co fa ,e1 ,.., , )/4 -1 I, 6)_ 5^ ) fi 4',0° 4,14 4. 74, s 2, C,'' 20,c14It T-3I-f 3 90 21--n3 a 1 '--10, ii 4 , (9(.0 4 , (3‘. 31,5ii(o i 7. q<,§ ,3c3 , po 06 - .2,-111 014 . i uo 4 PO , g--0 " 4'- 011 59Z 3-, 1-1. 3:) c " 1)3> l' /-" I r ci B 26-LTR 11-05 E C IE Q V t5 Community Development Office _ own of Queensbury • 742 Bay Road • Queensbury, New York •12804 11111 MAY Q 6 280g • TOWN OF QUEENSBURY% ___BUILDING-&.CODES;- • - BUILDING PERMIT CALCULATION SHEET: NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS REQUIRED ACTUAL ACTUAL LIGHT REQUIRED SQUARE FOOT HABITABLE ROOM AREA OF ROOM IN LIGHT SQUARE VENTILATION-4% VENTILATION OPENING FOR REMARKS SQUARE FEET 8%OF ROOM FOOTAGE OF ROOM AREA SQUARE EGRESS AREA FOOTAGE 19, 36 Zf. y 9, (0g / 18 G, p phvpve4 l r s, /, Li 1, (0y �� �s � , o q Room /2AEAtfigSl 307 s 0? a . l , , 35 tyi--srorz 5 /q,y`l 25—. 06 9, 72 c, cpgo� e /35- /0,2) D 24. b '1 5, D /2. a /3 (o, 0, / 9 S• 7z /o, 52 4. 3;a 6/ 0, 6,, /KA el QUESTIONS? CALL 761-8256 OR EMAIL codes( queensbury.net VISIT OUR WEBSITE FOR MORE INFORMATION www.quensburv.net B 10-LTR 11-20 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release Id Data filename: C:\Program Files\Check\REScheck\jackowski_rl.rck PROJECT TITLE:Jackowski Residence COUNTY: Warren STATE: New York MAY 0 6 2009 HDD: 7635 - J CONSTRUCTION TYPE:Detached 1 or 2 Family TOWN OF QUEENSBURY HEATING TYPE: Non-Electric BUILDING& CODES DATE:05/06/09 DATE OF PLANS:4-24-09 PROJECT DESCRIPTION: Jackowski Residence 0 Bay Rd. Queensbury,NY 12804 COMPLIANCE: Passes Maximum UA=498 Your Home UA=468 6.0% Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1 2nd fl: Flat Ceiling or Scissor Truss 1094 38.0 0.0 33 Ceiling 2: Flat Ceiling or Scissor Truss 400 38.0 0.0 12 Ceiling 3: Flat Ceiling or Scissor Truss 580 38.0 0.0 17 Wall 1: Wood Frame, 16"o.c. 144 21.0 0.0 6 Window 1: Wood Frame:Double Pane with Low-E 30 0.340 10 Wall 2: Wood Frame, 16" o.c. 14 21.0 0.0 1 Wall 3: Wood Frame, 16" o.c. 112 21.0 0.0 5 Door 1: Solid 33 0.250 8 Wall 4: Wood Frame, 16" o.c. 13 21.0 0.0 1 Wall 5: Wood Frame, 16"o.c. 117 21.0 0.0 5 Window 2: Wood Frame:Double Pane with Low-E 30 0.340 10 Wall 6: Wood Frame, 16"o.c. 291 21.0 0.0 14 Door 2: Solid 33 0.250 8 Door 3: Solid 18 0.250 5 Wall 7: Wood Frame, 16"o.c. 225 21.0 0,0 9 Window 3: Wood Frame:Double Pane with Low-E 18 0.340 6 Door 4: Glass 40 0.330 13 Wall 8:Wood Frame, 16" o.c. 22 21.0 0.0 1 Wall 9: Wood Frame, 16"o.c. 144 21.0 0.0 6 Window 4: Wood Frame:Double Pane with Low-E 30 0.340 10 Wall 10 end of 1st fl walls:Wood Frame,16"o.c. 270 21.0 0.0 15 Wall 11:Wood Frame, 16"o.c. 128 21.0 0.0 5 Window 5: Wood Frame:Double Pane with Low-E 15 0.340 5 Window 6: Wood Frame:Double Pane with Low-E 12 0.340 4 Window 7: Wood Frame:Double Pane with Low-E 12 0.340 4 Wall 12: Wood Frame, 16"o.c. 12 21.0 0.0 1 Wall 13: Wood Frame, 16"o.c. 100 21.0 0.0 5 Window 8: Wood Frame:Double Pane with Low-E 20 0.340 7 Wall 14: Wood Frame, 16"o.c. 12 21.0 0.0 1 Wall 15:Wood Frame, 16"o.c. 104 21.0 0.0 4 Window 9: Wood Frame:Double Pane with Low-E 30 0.340 10 Wall 16: Wood Frame, 16"o.c. 220 21.0 0.0 12 Door 5: Solid 16 0.250 4 Wall 17: Wood Frame,16"o.c. 135 21.0 0.0 7 Window 10:Wood Frame:Double Pane with Low-E 15 0.340 5 Wall 18: Wood Frame, 16"o.c. 20 21.0 0.0 1 Wall 19: Wood Frame, 16"o.c. 128 21.0 0.0 6 Window 11:Vinyl Frame:Double Pane with Low-E 15 0.340 5 Wall 20 end of 2nd fir main hour: Wood Frame, 16"o.c. 240 21.0 0.0 14 Wall 21 over garage:Wood Frame, 16" o.c. 14 21.0 0.0 1 Wall 22: Wood Frame, 16" o.c. 9 21.0 0.0 1 Wall 23: Wood Frame, 16" o.c. 80 21.0 0.0 4 Window 12: Wood Frame:Double Pane with Low-E 15 0.340 5 Wall 24: Wood Frame, 16" o.c. 64 21.0 0.0 3 Window 13:Wood Frame:Double Pane with Low-E 15 0.340 5 Wall 25: Wood Frame, 16"o.c. 20 21.0 0.0 1 Wall 26: Wood Frame, 16"o.c. 158 21.0 0.0 8 Window 14:Wood Frame:Double Pane with Low-E 15 0.340 5 Wall 27: Wood Frame, 16"o.c. 16 21.0 0.0 1 Wall 28: Wood Frame, 16"o.c. 27 21.0 0.0 2 Wall 29: Wood Frame, 16"o.c. 112 21.0 0.0 5 Window 15: Wood Frame:Double Pane with Low-E 24 0.340 8 Wall 30:Wood Frame, 16"o.c. 27 21.0 0.0 2 Wall 31 end 2nd fl: Wood Frame, 16"o.c. 28 21.0 0.0 2 Basement Wall 1: Solid Concrete or Masonry 144 0.0 10.0 10 Wall height: 8.8' Depth below grade:6.8' Insulation depth: 6.8' Basement Wall 2: Solid Concrete or Masonry 13 0.0 10.0 1 Wall height:8.5' Depth below grade: 6.8' Insulation depth:6.8' Basement Wall 3: Solid Concrete or Masonry 112 0.0 10.0 8 Wall height:8.5' Depth below grade:6.8' Insulation depth:6.8' Basement Wall 4: Solid Concrete or Masonry 13 0.0 10.0 1 Wall height:8.5' Depth below grade: 6.8' Insulation depth:6.8' Basement Wall 5: Solid Concrete or Masonry 117 0.0 10.0 8 Wall height:8.5' Depth below grade:6.8' Insulation depth: 6.8' Basement Wall 6: Solid Concrete or Masonry 220 0.0 10.0 15 Wall height:8.5' Depth below grade: 6.8' Insulation depth: 6.8' Basement Wall 7: Solid Concrete or Masonry 34 0.0 10.0 4 Wall height:8.5' Depth below grade:4.8' Insulation depth:4.8' Basement Wall 8: Solid Concrete or Masonry 34 0.0 10.0 4 Wall height: 8.5' Depth below grade:4.8' Insulation depth:4.8' Basement Wall 9: Solid Concrete or Masonry 34 0.0 10.0 4 Wall height:8.5' Depth below grade:4.8' Insulation depth:4.8' Basement Wall 10:Wood Frame 130 21.0 0.0 5 Wall height: 9.0' Depth below grade: 0.0' Insulation depth: 9.0' Door 6: Glass 40 0.330 13 Basement Wall 11: Wood Frame 15 21.0 0.0 1 Wall height:4.0' Depth below grade: 0.0' Insulation depth:4.0' Basement Wall 12: Wood Frame 10 21.0 0.0 1 Wall height:4.0' Depth below grade:0.0' Insulation depth:4.0' Basement Wall 13: Wood Frame 7 21.0 0.0 0 Wall height:4.0' Depth below grade:0.0' Insulation depth:4.0' Basement Wall 14:Wood Frame 23 21.0 0.0 1 Wall height:9.0' Depth below grade:0.0' Insulation depth:9.0' Basement Wall 15:Wood Frame 144 21.0 0.0 8 Wall height:9.0' Depth below grade: 0.0' Insulation depth:9.0' Window 16: Wood Frame:Double Pane with Low-E 14 0.340 5 Basement Wall 16: Wood Frame 171 21.0 0.0 8 Wall height: 9.0' Depth below grade: 0.0' Insulation depth: 9.0' Window 17: Wood Frame:Double Pane with Low-E 10 0.340 4 Door 7: Solid 20 0.250 5 Basement Wall 17: Solid Concrete or Masonry 34 0.0 10.0 4 Wall height:8.5' Depth below grade:4.8' Insulation depth:4.8' Basement Wall 18: Solid Concrete or Masonry 34 0.0 10.0 4 Wall height:8.5' Depth below grade:4.8' Insulation depth:4.8' Basement Wall 19: Solid Concrete or Masonry 34 0.0 10.0 4 Wall height:8.5' Depth below grade:4.8' Insulation depth:4.8' Basement Wall 20: Wood Frame 15 21.0 0.0 1 Wall height:4.0' Depth below grade: 0.0' Insulation depth:4.0' B asement Wall 21: Wood Frame 10 21.0 0.0 1 Wall height:4.0' Depth below grade:0.0' Insulation depth:4.0' Basement Wall 22: Wood Frame 7 21.0 0.0 0 Wall height:4.0' Depth below grade: 0.0' 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 REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release ld DATE:05/06/09 PROJECT TITLE:Jackowski Residence Bldg. I Dept. 1 Use I I Ceilings: ] I 1. Ceiling 1 2nd fl:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation I Comments: [ ] I 2. Ceiling 2: Flat Ceiling or Scissor Truss,R-38.0 cavity insulation I Comments: I. ] I 3. Ceiling 3: Flat Ceiling or Scissor Truss,R-38.0 cavity insulation I Comments: Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-21.0 cavity insulation I Comments: [ ] I 2. Wall 2: Wood Frame, 16"o.c.,R-21.0 cavity insulation I Comments: [ ] I 3. Wall 3: Wood Frame,16"o.c.,R-21.0 cavity insulation I Comments: [ I I 4. Wall 4:Wood Frame, 16"o.c.,R-21.0 cavity insulation I Comments: [ ] I 5. Wall5: Wood Frame,16" o.c.,R-21.0 cavity insulation Comments: [ ] I 6. Wall 6:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: [ ] I 7. Wall 7: Wood Frame, 16" o.c.,R-21.0 cavity insulation Comments: [ ] I 8. Wall 8: Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] I 9. Wall 9:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] I 10. Wall 10 end of 1st fl walls:Wood Frame,16" o.c.,R-21.0 cavity insulation I Comments: [ ] 1 11. Wall 11: Wood Frame, 16" o.c.,R-21.0 cavity insulation Comments: [ ] I 12. Wall 12: Wood Frame, 16" o.c.,R-21.0 cavity insulation Comments: [ ] I 13. Wall 13: Wood Frame, 16" o.c.,R-21.0 cavity insulation I Comments: [ ] I 14. Wall 14:Wood Frame, 16"o.c.,R-21.0 cavity insulation I Comments: [ ] I 15. Wall 15: Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] I 16. Wall 16: Wood Frame, 16" o.c.,R-21.0 cavity insulation I Comments: [ ] I 17. Wall 17: Wood Frame, 16"o.c.,R-21.0 cavity insulation 1 Comments: [ 1 I 18. Wall 18: Wood Frame,16" o.c.,R-21.0 cavity insulation Comments: [ J I 19. Wall 19: Wood Frame, 16" o.c.,R-21.0 cavity insulation I Comments: [ ] I 20. Wall 20 end of 2nd flr main hous: Wood Frame,16"o.c.,R-21.0 cavity insulation I Comments: [ ] I 21. Wall 21 over garage: Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] I 22. Wall 22:Wood Frame, 16" o.c.,R-21.0 cavity insulation Comments: [ ] I 23. Wall 23:Wood Frame, 16" o.c.,R-21.0 cavity insulation Comments: [ ] I 24. Wall 24: Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ [ I 25. Wall 25:Wood Frame,16" o.c.,R-21.0 cavity insulation Comments: [ ] I 26. Wall 26:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: [ ] I 27. Wall 27: Wood Frame, 16" o.c.,R-21.0 cavity insulation Comments: [ ] I 28. Wall 28:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: [ ] I 29. Wall 29:Wood Frame,16"o.c.,R-21.0 cavity insulation I Comments: [ ] I 30. Wall 30:Wood Frame, 16"o.c.,R-21.0 cavity insulation l Comments: [ ] I 31. Wall 31 end 2nd fl: Wood Frame, 16" o.c.,R-21.0 cavity insulation I Comments: I Basement Walls: [ ] I 1. Basement Wall 1: Solid Concrete or Masonry,8.8'ht/6.8'bg/6.8'insul, I R-10.0 continuous insulation I Comments: I 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 2. Basement Wall 2: Solid Concrete or Masonry,8.5'ht/6.8'bg/6.8'insul, R-10.0 continuous insulation Comments: { 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 3. Basement Wall 3: Solid Concrete or Masonry,8.5'ht/6.8'bg/6.8'insul, I R-10.0 continuous insulation I Comments: I Exterior insulation must have a rigid,opaque,weather-resistant protective covering that i covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] I 4. Basement Wall 4: Solid Concrete or Masonry,8.5'ht/6.8'bg/6.8'insul, R-10.0 continuous insulation I Comments: I Exterior insulation must have a rigid,opaque,weather-resistant protective covering that I covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] I 5. Basement Wall 5: Solid Concrete or Masonry,8.5'ht/6.8'bg/6.8'insul, R-10.0 continuous insulation I Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that I covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] I 6. Basement Wall 6: Solid Concrete or Masonry,8.5'ht/6.8'bg/6.8'insul, R-10.0 continuous insulation I Comments: I 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 7. Basement Wall 7: Solid Concrete or Masonry,8.5'ht/4.8'bg/4.8'insul, I R-10.0 continuous insulation I Comm ents: I 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 8. Basement Wall 8: Solid Concrete or Masonry,8.5'ht/4.8'bg/4.8'insul, I R-10.0 continuous insulation I Comments: 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. [ 1 I 9. Basement Wall 9: Solid Concrete or Masonry,8.5'ht/4.8'bg/4.8'insul, R-10.0 continuous insulation I Comments: I Exterior insulation must have a rigid,opaque,weather-resistant protective covering that I covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] I 10. Basement Wall 10:Wood Frame,9.0'ht/0.0'bg/9.0'insul, I R-21.0 cavity insulation I Comments: [ 1 I 11. Basement Wall 11:Wood Frame,4.0'ht/0.0'bg/4.0'insul, I R-21.0 cavity insulation I Comments: [ 1 I 12. Basement Wall 12:Wood Frame,4.0'ht/0.0'bg/4.0'insul, I R-21.0 cavity insulation I Comments: [ 1 I 13. Basement Wall 13: Wood Frame,4.0'ht/0.0'bg/4.0'insul, R-21.0 cavity insulation Comments: [ 1 I 14. Basement Wall 14:Wood Frame,9.0'ht/0.0'bg/9.0'insul, R-21.0 cavity insulation Comments: [ 1 I 15. Basement Wall 15:Wood Frame,9.0'ht/0.0'bg/9.0'insul, R-21.0 cavity insulation Comments: [ 1 I 16. Basement Wall 16:Wood Frame,9.0'ht/0.0'bg/9.0'insul, I R-21.0 cavity insulation i Comments: [ 1 I 17. Basement Wall 17: Solid Concrete or Masonry,8.5'ht/4.8'bg/4.8'insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that I covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ 1 I 18. Basement Wall 18: Solid Concrete or Masonry,8.5'ht/4.8'bg/4.8'insul, I R-10.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that I covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ 1 I 19. Basement Wall 19: Solid Concrete or Masonry,8.5'ht/4.8'bg/4.8'insul, I R-10.0 continuous insulation I Comments: I Exterior insulation must have a rigid,opaque,weather-resistant protective covering that 1 covers the exposed(above-grade)insulation and extends at least 6 in.below grade. I I 20. Basement Wall 20:Wood Frame,4.0'ht/0.0'bg/4.0'insul, R-21.0 cavity insulation Comments: [ 1 I 21. Basement Wall 21:Wood Frame,4.0'ht/0.0'bg/4.0'insul, I R-21.0 cavity insulation I Comments: [ 1 I 22. Basement Wall 22: Wood Frame,4.0'ht/0.0'bg/4.0'insul, R-21.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No I Comments: [ ] I 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break? [ ]Yes [ ]No I Comments: ] I 3. Window 3: Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break? [ ]Yes[ ]No I Comments: [ ] I 4. Window 4: Wood Frame:Double Pane with Low-E,U-factor: 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] I 5. Window 5:Wood Frame:Double Pane with Low-E,U-factor: 0.340 I For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? ' ]Yes[ ] No I Comments: [ ] I 6. Window 6: Wood Frame:Double Pane with Low-E,U-factor:0.340 I For windows without labeled U-factors,describe features: i #Panes Frame Type Thermal Break? [ ]Yes [ ]No I Comments: [ ] I 7. Window 7:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: I ] I 8. Window 8:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ] No Comments: [ ] I 9. Window 9:Wood Frame:Double Pane with Low-E,U-factor:0.340 I For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: ] I 10. Window 10: Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] I 11. Window 11:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break? [ ]Yes [ ]No I Comments: [ ] I 12. Window 12:Wood Frame:Double Pane with Low-E,U-factor:0.340 I For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break? [ I Yes [ ]No I Comments: [ ] I 13. Window 13:Wood Frame:Double Pane with Low-E,U-factor:0.340 I For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break? [ ]Yes [ ]No I Comments: ( 1 I 14. Window 14: Wood Frame:Double Pane with Low-E,U-factor:0.340 I For windows without labeled U-factors,describe features: I It Panes Frame Type Thermal Break? [ ]Yes [ ]No I Comments: I ] I 15. Window 15:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes [ ]No I Comments: [ ] I 16. Window 16: Wood Frame:Double Pane with Low-E,U-factor: 0.340 I For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ I Yes I ]No I Comments: ] I 17. Window 17: Wood Frame:Double Pane with Low-E,U-factor:0.340 I For windows without labeled U-factors,describe features: I It Panes Frame Type Thermal Break? [ [Yes [ [No I Comments: I Doors: I ] I 1. Door 1: Solid,U-factor: 0.250 Comments: I ] I 2. Door 2: Solid,U-factor: 0.250 I Comments: I I I 3. Door 3: Solid,U-factor:0.250 I Comments: [ ] I 4. Door 4: Glass,U-factor:0.330 I Comments: [ ] I 5. Door 5: Solid,U-factor: 0.250 I Comments: [ ] I 6. Door 6: Glass,U-factor:0.330 I Comments: [ ] I 7. Door 7: Solid,U-factor: 0.250 I Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3" clearance from insulation. I Vapor Retarder: ] I 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 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 I (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. I 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 I 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. 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: [ 1 I Separate electric meters are required for each dwelling unit. Fireplaces: [ ] 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 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. Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ J 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. Heating and Cooling Piping Insulation: I ] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the I levels in Table 2. o ipes. Table 1: Minimum Insulation Thickness for CirculatingThickn n t h�bPInsulatiPipe Sizes Non-Circulating Runouts Circulator Mains and RunOuts Heated Water 1.5" to 2.0" Over 2" U to 1 Up to, 25 Over Temperature(F) .�--- 1 0 1.5 170-180 0.5 1.05 1.0 2.0 0.5 0.51.05 140-160 0 5 0._5 100-130 0.5 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thi Sizes ckness in Inc byhes Pi Ran a(F) 2" Runouts 1" any Less 1.25�-2 5"to 4" Piping System Types 2. 0 120 200 0 5 1.0 Heating Systems Low Pressure(Tempe nature 201-250 1.0 1.5 1.5 1. 1.0 5 Low Temperature 1 0 10 1.0 Steam Condensate(for feed water) Any 1.0 Cooling Systems 0 5 40-55 0.5 0.75 1.0 and 1.5 1.0 Chilled Water,Refrigerant, Brine Below 40 1.0 1.0 NOTES TO FIELD (Building Department Use Only) RESOLUTION APPROVING FINAL STAGE 5UBDIV1510N 5-2008 DARIU5Z JACKOWSKI Deed Reference ZONE = RR 3A KEY William M. O'Reilly RESOLUTION: SUB 5-08 K` Deborah S. O'Reilly INTRODUCED: Gretchen Steffan Current access road 15 to be Sietback5: Stone Lined Trench to WHO MOVED ITS ADOPTION / re-graded, seeded * mulched Laneds Front = 50' Deborah S. O'Reilly 5ECONDED BY: 5tephen Traver after the proposed construction �/F Of n/J� Grass Swale G�� g yer C65 9/8 Slde — 30' :11s11: Book: 3 1 42 I. A subdivision application has been made to the Queensbury Planning Board for the following; Applicant 15 complete. p� 9� / Pa e: 1 55 proposes subdivision of a 6+ acre arcei into two lots of 3.0 acres each. Subdivision of land requires Planning I p Proposed Contour — — g or Rea r = 30 p p �' ' Date' 8 November 200cri Board review and approval. 2ooG Q Exi5ting Contour — — M Max. 8 u I Id ng h elg lit = p 2 A public hearing was scheduled and held on 1 2-1 6-08 2-19-09: and Ironod Oc�F, �� Proposed Road -- -- --- -- — Ma Reference 3. This application a supported with all documentation, public comment and application material m the file of R d F n �8 l �� % 3 5' (APA) record; and 42 ( �'Q E Existing Road Ma of... p 4. MOTION 70 APPROVED FINAL STAGE SUBDIVISION NO. 5-2008 DARIUS JACKOWSKI. Introduced by �— William M. * Deborah 5. O'Reilly Gretch Steffan who moved for its adoption, seconded by Stephen Traver: By: Jffrey G. Martin, —eAccordng to Datee2G July 2000 P agra'ph Four hE and F do not apply. Thses approved with thef ollowing conditions: Four B. Negative. 3 53 . 1 Revised: 30 October 2006 a. Pursuant to relevant sections of the Town of Queensbury Zoning Code [Chapter 1791. the Planning Board hasthat this proposal complies with the requirements as stated in the Zoning Code; and 5520204011E b. The requirements of the State Environmental Quality Review Act have been considered amd the Planning Board has adopted a 5EQRA Negatwe Declaration; Test /� I C. Final approve4l plans, in compliance with the Subdiwsion. must be submitted to the Community Perc T 5t 7t i ``` ~~ '~� — 70 Development Depa4ment'before any further review by the Zoning Administrator or Budding and Codes personnel. �" _Cl \ .---- '� — /-'•-- The applicant must meet with Staff after approval and prior to issuance of Budding Permit a»door the beginning of r� �r, ~"- Lei t rt turbance The Flel ySubsequent �- �•-�' '"' "•---- y n @ 46' �"/ �� � 2 ' with th s and all of er condt:onsance of this further resolution: and, including budding permits is dependent on compliance osed Well -- �`' Ql/ "�— `:► O _ ��� �' , approved panJ, The ls�pnor tont will pe issde uance of the uilt certlfica a of Occupancy. ;that the abdivision is developed according to the 5 / / 3 0' Test It b -- ``-�_ Build / / Iron Rod Found e. NOT APPLICABLE / ! Pro ed / Test .Re 6 p / F. NOT APPLICABLE Q / Drama Path �/ ;, - • / er Test —�- - -- -- i Q / ` �� _ g. That the applicant will satisfy some of the conditions in the Staff PJotes which include Pond B noted on the / TP ' / �" �_ plan, but on A is not noted and should be added to the plan. o ,k ;' h. That the application should be classified as a Major 5tormwater protect as per !47-8, Design d for development of both of the Test/Pit #2 ` J \ Requirements, per 1 47-8. Design Requirements per 147 should be followe • / 1 ; / 50% Expansion Area Exl5ting part 1 15 wooded(un eveloped) '°tg 751, z� / 'r Ln (20' min. from 5W Pond) 0 i. That the applicant removes the D Box notation on Lot One B near Test Pit Number Two. 23 8, � � ( [�t `-` That the driveway design must be submitted when the first lot a developed for 5:te Plan Review" 1 „Utilltle Note: All t ephone, cable o Pond A -. J• (� /�-- Stone Weir:.72 (4'xG') I and e trical line are to be in ailed ' - __ '� / I �� �r�Ve� � � ll �� Top of Bank: 72.5 Duly adopted this !9th day of February, 2009, by the following vote: un r t e prof ed driveway 4) N � N Pond Invert: 70 " J Al E5: Mr. Krebs, Mr. Schonewolf, ivtrs. Steffan, Mr. Traver, tvlr. tiunsinger W / eptrc Tank N I- i 000 al Proposed Volume: !300 CF LOT O O 7o i Ill i O m / 9 Max. Side Slope: 3: i ,�[ IJOES: NONE �- Area 3 . 0 _ a re5 -M o A55ENT: Mr. Ford, Mr. 5egu[lic �,�• ``` Pond A l i 70 x ((� `q 1 - .---..� `• �_ ` --..—. -� / ^P Silt Fence �+J I.11 A A 411016 - 1 _ Cm A 45i (Pave W —�'E-. ;- �� Y aacJAct� _ _ A w (pav -- i •-� _ f3uildincj Setb 1 cn � al � 0FFICE ! T,Te5t PI _ ' Total -- ck line 1,� .A. NEU r — - RE � Tota I e coo ± ties -- e / _ 0 72 7.79 - .,1. — 14 . _ Proposed ' --- _ _ C --__ �s�,A '., •'• 1 I i G63 Drainage Path J 8 r�.• O , r � g 5 It J )� T t Pit #G f 17 5111 30 ` Test P 5 �- � Pond B I ' E 1 _ -___ _ �A _ � r. - lets Acc> .•.. QQ��JJ E �;�3�g1��RY Test #4 'tl� NINGEaF1C I Perc Te5 3 I nes @ 46' l G2,9. 0 1 I i.l �'_ , Aun rgrou d ut1lltIC5p be 3 �--- __ 3r. ac essed rom his ole ` 7G x i b�A `— 0 I O 19,d1 �l 1 an run ai ng\Uid the ' 46 ,ail A�c� tag+A 6 prc posed rive 1 O L S49 MO s4-131° Bulld,n A(C) A _ 50% E anslon Area 9 Setba --. o k line ne 61 _� _may 18 JOF�1 6A PA 74 ^^`` V O ••/ / .____ FALRI•lE •p 1 SAO A 17.70 A113 r, N 2 Proposed ' ''/ 5eptrc Ta k �--- C) �, sal A N D ainage Path ` Qr 1 O00 gal —�— m A 1 -- — acres � A _ ���e�� / —� 3 7Y0 A Ar a 0 i s � 1 - 1 Proposed WV1 / Exl5ting parcel 15 wooded(u eveloped) Site Map - Scale: 1 " — 1 200'-- Q ' fU61 it OWN o f r t-k 'srZ / Li ItJr r-%Istu nte / .Sa o ryq j _ Map rlt Fence of a proposed 5ubdIV151on for DarYusz & Bozena Jackowski Iron Rod Found Situate In c Ivert � ---- _" --- ---_ Buiidin 1 ui ci 5 tback / /C) Town of Queen5bu County of Warren Gt k line / / State o New York 17. 26 ► I _ _ _ Maminallotes / / / 3Qt -- -- ._._. Scale: 1 " = 30 feet Date: 22 May 2008 Note: Only title surveys bearing the ma s —''•`- -- embossed seal should be relied upon since �._ /""-�_ 7 prove ./ ,/' Survey a d Map by other than embossed-seal copies may contain �aC� unauthorized and undetectable modifications, La 5 nd5 n r � _ -- Asso IATES � deletions, additions, and changes. Unauthorized alteration or addition tta s�nv+ey map 'v/F �f 0 �e��� Surveyors engineers y (3 ' LAKE GEORGE, N YORK 12845 .� bearing a licensed land surveyors sd is a vidatan `�'�/ J 55) N(5'2020, !I Iron Plpe FoundBoth of the lots shown hereon are atleast 3.0 of sectwn 7209, sub-diwsiori2, of* New York State 4Q W / of 2 acres in size, avera e 200 feet wide and have Education law. Property Owner: g DariuSz and Bozena Jackowski atlea5t 200 linear feet of road frontage. _ _ 5D Deer Run Road QU: 28 2 4 (old) Note: Ex15ting land 15 wooded Hudson Falls, NY 12839 QU: 265_!_73.2 (new) dcowski—survey.dwg 6/2/2008 St25i41 PM EST \A\a\Land Projects 2007\Warren\Queensbury\QU28-2-4\dwg\Ja , Trench (see details) Permeable Geotextde, Untreated Budding Paper or 4"straw 3: i slopes or le55 STORMWATER CONSIDERATIONS Pond onstructlon N0te5 Crushed Stone 3/4" - I I/2"washed grave u ,! J Joint Perforation 1 - 1/2 AS halt F111 Material 2"minimum p Total Area of D►5turbance: 42,000 5F t�tTtP 3Enter riScei Yir. � 12" DOT I i a and dust _ - Disturbance Allowed For Minor 5tormwater: 45,000 SF ;� - All laterals must A. All fill shall consist Of sound, durable, granular 32 Tarr ace Lane be capped compacted in G" lift5 _ ._— (2 lot 5ubdivi5ion with 5L1bdwl51on road) materials containing no sod, topsoil, roots or other Queensbury,NY ,2&A 51ope Distributor Pipe I/I G"- 1/32"per foot Level Trench Bottom(518)793.9376 filter Fabric ;.. ,, -- deleterious material. Spacing of Absorption Trench-G' on center Lot A 5tormwater Considerations •`' Cut B. Embankment flit shall generally be free from particles April 21 ,20f0B c' ln51tu Soli Trench Profile -- Existing Impervious: O SF over 6 inches 1n greatest dimension. riowever, when Dickinson Assoe%ates _ Prop05Cd Impervious :G480 5F backfiiling around pipes particle size shall be limited to 3 P.O. Roc 388 NOTE: Do not install trenches in wet sod. ~,....,---- Install trenches parallel to contours. Drive: 4090 5F inche5. Lake Gear 7e, NY 12845 Install trenches a5 shallow as possible which meet above noted minimum de ths. --- p House: 2390 SF C. The fill shall be well graded mixture with typically no Re: "like JackuwG:.t Property, Bay ftuad, Town of Queens-.;ary, War r en Rake sides and bottom of trench prior to placing gravel. — ln5itu soil :,,u,:t.`r, Now ,',,x k, Ends of all distributor pipes must be capped. Volume Required: G480 5F x 0.2 CF/5F = 129G CF more than 30 percent passing the e No. 20O siev 1 Fig ure 17 —L 81 Volume Provided: 1300 CF On April 16, 2008 L examined 5 soil test pits on the above 5UBGRADE PREPARATION property. Listed below are m observations: Absorption Trench Detail Driveway Note: The shared driveway 15 to be 16' wide and p Y'• y Insitu Soli y y Lot B 5tormwater Considerations 31 V-shaped to allow collection of 5tormwater. Said 5tormwater D. The ground surface under all embankments shall be TP0 •- o lr.ches, topsoil i5 to be discharged in to the proposed stone lined Swale Existing impervious: 0 SF stripped of all vegetation, organic and otherwise 0 n n o(show site plan). Proposed Impervious :5090 5F objectionable materials. Remove an Iles of loose rock. 8 -2b Inches, gravelly loamy sand p ,J Y p 26-66 Tnches, gravel, mottling at 47 inches Sewage System Design Considerations DrivewayDetaII Drive: 3290 5F cobbles and soil to the extent possible. 'rpd 2HOu5e: 1 800 SF E. Remove any other soft or wet areas of subgrade. 0 - 8 inches, topsoil Scale: N.T.5. Volume Required: 5090 5F x 0.2 CF/5F = 101 G CF F. After stripping, proof roll subgrade using approved 8 -2`, Inches, gravelly loamy sand Three Bedroom I-IOUSe: Daily Flow = 330 Gallons Volume Provided: I OGO CF heavy compaction equipment. Where required. remove and 25-38 Inches, gravel, mottling at 37 inches Percolation Rate; 2-5 minutes / Inch replace, or scarify and air dry soil material that is too wet 38-46 nGtres, cledium sand Property line to permit proof rolling. Tl,O 3 Linear feet file Line Reaulred: 138 ell 'S' 15' well • Soil subgrade that rolls or pumps during proof rolling -10 1,1,.ches, Lopso.1 Use 3 Imes @4G ft Septic tanks and distribution boxes shall conform is too wet for compaction. 10-22 Inct:es, gravelly loamy sand t5' • No fill shall be placed over a frozen ground surface. 22-42 inches, gravel, mottling at 26 inches to the rectuirements of I ONYCRR Appendix 75-A. Pond .txw OR sIEEt Po�T:. 1 00' minimum 100'minimum Ax.AT 4' 11 SPAC IN4 MI TN SELF-SUPPORTED FENCE TP# 4 BACKFILLING 0 - a Inc hes, tcpsoi l Mound for settling Location Stake a -75 Tric`�es, gravelly loamy sand Backfill with ins+tU 5011 Grade c = GEOTExTiLE FABRIC <<-3 I:�ches, gravel i - House ouse , tAASHTO. M 288i ' f'. G. Embankment material shall be spread in lifts not 24 Tapered Hole Plug 37-64 Inches, medium sand, mottling at 57 inches =i, exceeding 12 inche5 in loose thickness when heavy Filter Fabri 1211 min. with Handle (Typical) 0 1 Septic 10'mi. ° T>1M �a 20' p jo compaction equipment 15 used. The maximum permissible untreated 6" min., 12" max. 0 - 8 Inches, topsoil . . Slo e I/4" er foot min• Dist. box CONPACTET/ BAC%FILI lift thickness shall be 6 inches when compacting with light tank I 6 -25 Inches, gravelly loamy sand Buildingpaper Slope I/8" per foot p p a g 25-44 Inches, medium sand, mottling at 26 inches 2� n (1 - > Abvicle nfields i; > „. aim equipment Or when backfiiling around pipes and other P.V.C. Pipe provide %exp. 0 FL or + structures. (Perforated n e YIN. 6-x6- TRENCH _ _. Soils observed on this property are derived from gravelly outwash 4" Outlet -1-10'min i0mi� 'N��" ;,Ip y' i* • F111 Shall not be placed on wet or ponded surfaces is gravelly soils over sand. Depth to seasonal high water table Rig+d) I' 1 i ExTENo GEOTExTIIf FABRICi ` Each layer shall be compacted by at least four are noted by the depth to nicttling in the test pit descriptions. I I INTO TRENCH 4 MIP41WJU #2 Stone (Clean) Street , , r t- complete asses of approved heavy compaction ) OF 6" VERTICALLY a+O ,A. � J{...�, p p pp -� p Tf �u ;-ease arty questions about the above soil information, �//T r5 -G f 6- HORIZONTALLY --` equipment. The inspector shall determine the final number please feel free to contact me. 6" min. Baffle 48„ —NATURAL SOIL 12" max. Of passes required during construction. Baffle Silt Fence Notes: • Approved and industry accepted compaction equipment Include large track excavators, heavy vibrato 2"minimum Ca I cu I a tl o n s �nit fence shall be placed a .hose IOCat ons shown on the site plan. g vy vibratory Charles ii. MaiTie Set level on ! 2 minimum Overlap by , compactors of the smooth drum type, or heavy tired #2 stone 2. ln5peGeotextlt ence •ll inches and fold where two anchors ad --Soil Scientist 26 3. Mspect�ons of set Fencea aha0 be at yeast once per week and after ra,., rollers. Drum rollers shall be equipped with drums Of at 24'' Undisturbed, Mottling is assumed to be II events m excess of inch. Qepa r or replacement shah be made promptly as neeaea. lea5t 48-inch diameter and shall be vibratory. Rubber insitu 5011 based on TP#3 and TP#5a, 4. 5ed ment trapped by the sit fence shall be removed(and p cmptly d'spo5ed tires shall be of such a size and ply that they can 81 /21I therefore the 5e tic tanks could be of)whenever significant sediment accumidatior occvr5. maintained at pressures exceeding 90 psi. 5ea5onal high Vanes unthltank sjze I p 11 sha5. de comply mth AA5HT0.M?88 terial(eirea�iremer s 'anon,and s t Fence remova+ 4" min. submerged in 4 -G of water on both py • Hand tamping shall be permitted only for compacting -_ Ground Water G.Silt fence shall be ma,rtainee place unt,i completion of construction and the around pipes passing through the embankments. •ne IOt5: upsiopC area has been stabhzed. • Fill material softenedY b rain fall shall be dried, if icryriazz, 3nr- .1 32 Terrace Lane -- 48" min. 1 000 Concrete 5eptic Tank by Ft. Miller possible and re-compacted or removed from the fill. Queensbury,NY 12804 or approved equal Weight of Water Displaced (518)793-9376 _ I 11 I H. Maintain sufficient (optimum) moisture content may be September 2"1 ,200e G X 51-021 II X 8-821 II = 197.5 CF Tel�orary Check Dam Intervals controlled visually by the field inspector. Details of Drilled Well 197.5 CF x G2.5 lb/CF = 1234G.4 Dickinson Associates Well Se Ib 51ope of Duch D stance between dams GRADI NG P.U. Box 388 Ledge or 5% 40 Bake George, NY 12845 Impervious Cement grout 18"minimum La er ,,+ 51° Water S stem Minimums 10% 20' I. Embankment slopes shall be backfilled to meet Ile: dackawski Property, Bay Road, Town of Queensbury, Warreny `•�g� . . ' Y Additional Weight Required 12% IG.G7' surrounding grades. County, New York. ` Te Number of Bedrooms 3 4 5 15% 13.33' J. Compaction: After grading, compact sub rade "' v 1234G.4 (b - 9770 lb (tank) = p g g> p 9 ~' Pump Capacity(GPM) 300 300 300 Tile Trench Cross Section ° > a p p Y 5urface5 to limit percolation of runoff. On September 18, 200E I examined 2 soil test pits on the above t' Pressure Tank Capacity 82 82 1 20 .,� p Y 257G.41b property. Listed below are my observations: *: Service Line Diameter(in.) 3/4 1 1 114 Distance K. At the end of each workday, take necessary action to TPA 5b a' - c3 inches topsoil 5oiloverburden Additional Weight to be 5uppiled To Of pitch Stone Ch ck am prevent runoff from entering the work area. 0 , p 8 -23 Inches ravels loam sand SoilCverburden Deta+is of Submersible Pump Well ii a 1 ' Soil Stabilization Notes gravelly Y G slab m i n u s (2) 24 Q� open n i ngs II -------- _ _ _ _ - ----------—-----------_-- z3-73 Inches, gravel Location Stake a 0'-G" x 5'-0 L" X 8'-81" = 2 1 .95 CF F-� ottom Dltchllne-Slo U stabile all U5 fabreatedraw sow with E31 n etrqual TP# ver- I I/2'Thlck 4' • a Well seal 2 2 21 pe (%) Y p greater 0 - 7 Inches, topsoil Handle 2 1 .95 CF - 3.2 CF = 18.75 CF than 3: 1 . Seed and mulch all other disturbed areas using 7 -25 Tnches, gravelly loamy sand < 18.75 CF x 150 Ib/CF = 81 2.4 ib Percolation Tests mix (min.7lb/I OOOSF): 25--71 Inches, caravel, mottling starts at 45 inches _ p. -25% Birds Foot Trefoil Well casing Concrete Grout Percolation Test # 1 -45% Creeping Red Fes ue Soils observed on this property are derived from deep, gravelly Inlet ®® Outlet iI p 9 q soils. Depth to seasonal high ground water table are noted by I -... ..... ADD A G SLAB TO THE TOP OF Run Time -30% Perennial Rye Grass BOTH SEPTIC TANKS the depth to mottling in the soil test pit descriptions whenin ............ "'' � ( I ;55 occurs. �— _ All disturbed areas need to be mulched at the end of Set level on 1 2" r If you have an questions about the above soil information Undisturbed In51tu 47. 2 2:00 each work day. After final grading all disturbed areas are Y Y 9 . pp x please feel free to contact me. Soil #25tone — f i = :at. to be seed and mulched and a 75% vegetative cover 3 2:05 should be established before removal of mulch. Distribution Box Details ..; Fissured l — f Percolation Test #2 Charles H. Maine = _ Gra55 • . • Must have ed levelers aectnca15ennce 3 Run Time Soil scientist 1 3:50 14111eeri�lDe-tas Unused dnfled hole Ex15ting Grade 5eptic Test Pit Note, : Additional test pets should be _ 0.5' 2 3:55 for witnessed by the Town Engineer prior to construction - �— US Fabrics Straw 3 4:05 Seed and Much All k; Grass Lined Trench Coconut Blanket 4 4: I 0 Darinsiz &. Bozena Jaelkowsilki Of 5eptic systems on both lots I A and I B. Disturbed 5ol5 Suggested Minimum Distances Between Water and sewerage Units (in feet) N.T.S. Pitle55Adapter Percolation Test #3 SItU to in Stone Lined Weir w/Stone Outfill Run Time Sewer line to se tic tank, water t� ht ...........25"if cast iron pipe, otherwise 50' Town of Queensb ry County of Warren Existing Grade (3"_5" Stone) p g 5O' p p Water 5ennce Line "-Electrical 5eroice Angular Stone (3-5") 1 1 30 Septic Tank .. Proposed Grade Lines to distribution box d sposal field........50' } 4i State o New York Distribution Box.................................100' 2 1 :5 5 Subsurface disposal field........................IOO'Note: Wells located of nece551ty r' Existing Grade Scale: A5 Shown Date: 3 June 2008 down gradient and in the general path of drainage from a sewage disposal field 1 5' 3 2: 1 0 3 max 3 max should be spaced 200 feet or more away. They should a15o be cement grouted. ``�����OFE �ON���''��i,,� 1 50' 1— Filter Fabric 4 2:20 ,� Sand filter................................. ...... ♦ Q� . Leaching or Seepage pit or ce55pool...............1 50'Note: More In coarse gravel. Pitle55Case Survey a d iv'.av�y Stone Lined Chlorine contact-inspection tank...................50' Trench Percolation Test #4 • • �? p 2t� Dry well(for roof or footing drainage or clean water..50 N.T.S. Run Time �• i I j�S 70 Privy, pit........................................100' • A550 IVES 0� Privy, water tight vault...........................50' 5ubmer5ible Pump ( 3:05 L , Barnyard, 5do barn gutters. animal pens..........i 00'Minimum and Motor SUrveyOrS Eng1 er5 Drams-footing, pump house, floor ...............25'Drainage ditches should be 2 3:3 5 LAKE GEORGE, N W Y i?,K 12845 0� �` free flowing and not less than 25 feet from a well. Pond C r o 5 5-S e ct I o n (top ) 3 3:5 5 Scale: N.T.5. Table 3 of Rural Water supply, NY5DOH 10 NYCRR, Appendix 5-B 4 4:00 2 \\A\a\Land Projects 2007\Warren\Queensbury\QU28_2_4\dw \Jackowski Eng,dw 6/3/2008 12:24:44 PM EST • Y REScheck Software Version 4.3.0 . Compliance Certificate u ' !i Project Title: Jackowski Residence Energy Code: 2007 New York Energy Conservation - Construction Code I r ' U ` ,J ,,`t 7 ' "ZOO z -,_id' k Location: Warren County,New York Construction Type: Detached 1 or 2 Family i ` :- Heating Type: Non-Electric Grazing Area Percentage: 13% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: Permit Date:4-24-09 Compliance:Passes Compliance: Maximum UA:477 Your UA:447 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1 2nd fl:Flat Ceiling or Scissor Truss 1094 38.0 0.0 33 Ceiling 2:Flat Ceiling or Scissor Truss 400 38.0 0.0 12 Ceiling 3:Flat Ceiling or Scissor Truss 580 38.0 0.0 17 Wall 1:Wood Frame,16"o.c. 144 21.0 0.0 6 Window 1:Wood Frame:Double Pane with Low-E 30 0.340 10 Wall 2:Wood Frame, 16"o.c. 14 21.0 0.0 1 Wall 3:Wood Frame, 16"o.c. 113 21.0 0.0 5 Door 1:Solid 33 0.250 8 Wall 4:Wood Frame, 16"o.c. 13 21.0 0.0 1 Wall 5:Wood Frame,16"o.c. 117 21.0 0.0 5 Window 2:Wood Frame:Double Pane with Low-E 30 0.340 10 Wall 6:Wood Frame, 16"o.c. 291 21.0 0.0 14 Door 2:Solid 33 0.250 8 Door 3:Solid 18 0.250 5 Wall 7:Wood Frame, 16"o.c. 225 21.0 0.0 9 Window 3:Wood Frame:Double Pane with Low-E 18 0.340 6 Door 4:Glass 41 0.330 13 Wall 8:Wood Frame, 16"o.c. 23 21.0 0.0 1 Wall 9:Wood Frame, 16"o.c. 144 21.0 0.0 6 Window 4:Wood Frame:Double Pane with Low-E 30 0.340 10 Wall 10 end of 1st fl walls:Wood Frame,16"o.c. 270 21.0 0.0 15 Wall 11:Wood Frame,16"o.c. 128 21.0 0.0 5 Window 5:Wood Frame:Double Pane with Low-E 15 0.340 5 Window 6:Wood Frame:Double Pane with Low-E 13 0.340 4 Window 7:Wood Frame:Double Pane with Low-E 12 0.340 4 Wall 12:Wood Frame, 16"o.c. 12 21.0 0.0 1 Wall 13:Wood Frame, 16"o.c. 100 21.0 0.0 5 Window 8:Wood Frame:Double Pane with Low-E 20 0.340 7 Wall 14:Wood Frame,16"o.c. 12 21.0 0.0 1 Wall 15:Wood Frame,16"o.c. 104 21.0 0.0 4 Window 9:Wood Frame:Double Pane with Low-E 30 0.340 10 Wall 16:Wood Frame,16"o.c. 220 21.0 0.0 12 Door 5:Solid 16 0.250 4 Wall 17:Wood Frame,16"o.c. 135 21.0 0.0 7 Window 10:Wood Frame:Double Pane with Low-E 15 0.340 5 Wall 18:Wood Frame,16"o.c. 20 21.0 0.0 1 Wall 19:Wood Frame, 16"o.c. 128 21.0 0.0 6 Window 11:Vinyl Frame:Double Pane with Low-E 15 0.340 5 Project Title:Jackowski Residence Report date: 11/25/09 Data filename:\\SERVER\RedirectedFolders\Maggie\My Documents\jackowski_r2.rck Page 1 of 10 • Wall 20 end of 2nd fir main hous:Wood Frame, 16"o.c. 240 21.0 0.0 14 Wall 21 over garage:Wood Frame, 16"o.c. 14 21.0 0.0 1 Wall 22:Wood Frame, 16"o.c. 9 21.0 0.0 1 Wall 23:Wood Frame, 16"o.c. 80 21.0 0.0 4 Window 12:Wood Frame:Double Pane with Low-E 15 0.340 5 Wall 24:Wood Frame,16"o.c. 64 21.0 0.0 3 Window 13:Wood Frame:Double Pane with Low-E 15 0.340 5 Wall 25:Wood Frame,16"o.c. 20 21.0 0.0 1 Wall 26:Wood Frame, 16"o.c. 158 21.0 0.0 8 Window 14:Wood Frame:Double Pane with Low-E 15 0.340 5 Wall 27:Wood Frame, 16"o.c. 16 21.0 0.0 1 Wall 28:Wood Frame,16"o.c. 27 21.0 0.0 2 Wall 29:Wood Frame, 16"o.c. 112 21.0 0.0 5 Window 15:Wood Frame:Double Pane with Low-E 24 0.340 8 Wall 30:Wood Frame, 16"o.c. 27 21.0 0.0 2 Wall 31 end 2nd fl:Wood Frame,16"o.c. 28 21.0 0.0 2 Basement Wall 1:Solid Concrete or Masonry 128 0.0 13.0 9 Wall height:7.8' Depth below grade:6.3' Insulation depth:5.0' Basement Wall 2:Solid Concrete or Masonry 13 0.0 13.0 1 Wall height:7.8' Depth below grade:6.3' Insulation depth:5.0' Basement Wall 3:Solid Concrete or Masonry 13 0.0 13.0 1 Wall height:7.8' Depth below grade:6.3' Insulation depth:5.0' Basement Wall 4:Solid Concrete or Masonry 100 0.0 13.0 7 Wall height:7.8' Depth below grade:6.3' Insulation depth:5.0' Basement Wall 5:Solid Concrete or Masonry 104 0.0 13.0 7 Wall height:7.8' Depth below grade:6.3' Insulation depth:5.0' Basement Wall 6:Solid Concrete or Masonry 38 0.0 13.0 3 Wall height:7.8' Depth below grade:6.3' Insulation depth:5.0' Basement Wall 7:Solid Concrete or Masonry 132 0.0 13.0 9 Wall height:7.8' Depth below grade:6.3' Insulation depth:5.0' Basement Wall 8:Solid Concrete or Masonry 30 0.0 13.0 3 Wall height:7.8' Depth below grade:4.0' Insulation depth:5.0' Basement Wall 9:Wood Frame 116 21.0 0.0 5 Wall height:8.0' Depth below grade:0.0' Insulation depth:8.0' Door 6:Glass 41 0.330 13 Basement Wall 10:Wood Frame 13 21.0 0.0 1 Wall height:3.0' Depth below grade:0.0' Insulation depth:3.0' Basement Wall 11:Wood Frame 9 21.0 0.0 1 Wall height:3.0' Depth below grade:0.0' Insulation depth:3.0' Basement Wall 12:Wood Frame 6 21.0 0.0 0 Wall height:3.0' Depth below grade:0.0' Project Title:Jackowski Residence Report date: 11/25/09 Data filename:\\SERVER\RedirectedFolders\Maggie\My Documents\jackowski_r2.rck Page 2 of 10 • Insulation depth:3.0' Basement Wall 13:Wood Frame 20 21.0 0.0 1 Wall height:8.0' Depth below grade:0.0' Insulation depth:8.0' Basement Wall 14:Wood Frame 128 21.0 0.0 7 Wall height:8.0' Depth below grade:0.0' Insulation depth:8.0' Window 16:Wood Frame:Double Pane with Low-E 13 0.340 4 Basement Wall 15:Wood Frame 152 21.0 0.0 7 Wall height:8.0' Depth below grade:0.0' Insulation depth:8.0' Window 17:Wood Frame:Double Pane with Low-E 11 0.340 4 Door 7:Solid 20 0.250 5 Basement Wall 16:Solid Concrete or Masonry 30 0.0 13.0 3 Wall height:7.8' Depth below grade:4.8' Insulation depth:5.0' Basement Wall 17:Solid Concrete or Masonry 30 0.0 13.0 3 Wall height:7.5' Depth below grade:4.8' Insulation depth:5.0' Basement Wall 18:Solid Concrete or Masonry 30 0.0 13.0 3 Wall height:7.5' Depth below grade:4.8' Insulation depth:5.0' Basement Wall 19:Wood Frame 13 21.0 0.0 1 Wall height:3.0' Depth below grade:0.0' Insulation depth:3.0' Basement Wall 20:Wood Frame 9 21.0 0.0 1 Wall height:3.0' Depth below grade:0.0' Insulation depth:3.0' Basement Wall 21:Wood Frame 6 21.0 0.0 0 Wall height:3.0' Depth below grade:0.0' Insulation depth:3.0' 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 2007 New York 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. Name-Title Signature Date Project Notes: Previously saved project information: Jackowski Residence OBayRd. Queensbury,NY 12804 \790 Project Title:Jackowski Residence Report date: 11/25/09 Data filename:\\SERVER\RedirectedFolders\Maggie\My Documents\jackowski_r2.rck Page 3 of 10 r 0 REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ Ceiling 1 2nd fl:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 3:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c., R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: 0 Wall 3:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 5:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 6:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 7:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 8:Wood Frame, 16"o.c., R-21.0 cavity insulation Comments: ❑ Wall 9:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 10 end of 1st fl walls:Wood Frame,16"o.c., R-21.0 cavity insulation Comments: ❑ Wall 11:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 12:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 13:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 14:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 15:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 16:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 17:Wood Frame,16"o.c.,R-21.0 cavity insulation Project Title:Jackowski Residence Report date: 11/25/09 Data filename:\\SERVER\RedirectedFolders\Maggie\My Documents\jackowski_r2.rck Page 4 of 10 Comments: ❑ Wall 18:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 19:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 20 end of 2nd flr main hous:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 21 over garage:Wood Frame, 16"o.c., R-21.0 cavity insulation Comments: ❑ Wall 22:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 23:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 24:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 25:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 26:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 27:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 28:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 29:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 30:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 31 end 2nd fl:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,7.8'ht/6.3'bg/5.0'insul,R-13.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. ❑ Basement Wall 2:Solid Concrete or Masonry,7.8'ht/6.3'bg/5.0'insul,R-13.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. LI Basement Wall 3:Solid Concrete or Masonry,7.8'ht/6.3'bg/5.0'insul,R-13.0 continuous insulation Comments: - Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. ❑ Basement Wall 4:Solid Concrete or Masonry,7.8'ht/6.3'bg/5.0'insul,R-13.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. ❑ Basement Wall 5:Solid Concrete or Masonry,7.8'ht/6.3'bg/5.0'insul,R-13.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. ❑ Basement Wall 6:Solid Concrete or Masonry,7.8'ht/6.3'bg/5.0'insul,R-13.0 continuous insulation Project Title:Jackowski Residence Report date: 11/25/09 Data filename:\\SERVER\RedirectedFolders\Maggie\My Documents\jackowski_r2.rck Page 5 of 10 Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. ❑ B• asement Wall 7:Solid Concrete or Masonry,7.8'ht/6.3'bg/5.0'insul,R-13.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. ❑ Basement Wall 8:Solid Concrete or Masonry,7.8'ht/4.0'bg/5.0'insul,R-13.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. ❑ Basement Wall 9:Wood Frame,8.0'ht/0.0'bg/8.0'insul,R-21.0 cavity insulation Comments: ❑ Basement Wall 10:Wood Frame,3.0'ht/0.0'bg/3.0'insul,R-21.0 cavity insulation Comments: ❑ Basement Wall 11:Wood Frame,3.0'ht/0.0'bg/3.0'insul,R-21.0 cavity insulation Comments: ❑ Basement Wall 12:Wood Frame,3.0'ht/0.0'bg/3.0'insul,R-21.0 cavity insulation Comments: ❑ Basement Wall 13:Wood Frame,8.0'ht/0.0'bg/8.0'insul,R-21.0 cavity insulation Comments: ❑ Basement Wall 14:Wood Frame,8.0'ht/0.0'bg/8.0'insul,R-21.0 cavity insulation Comments: ❑ Basement Wall 15:Wood Frame,8.0'ht/0.0'bg/8.0'insul,R-21.0 cavity insulation Comments: ❑ Basement Wall 16:Solid Concrete or Masonry,7.8'ht/4.8'bg/5.0'insul,R-13.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. ❑ B• asement Wall 17:Solid Concrete or Masonry,7.5'ht/4.8'bg/5.0'insul, R-13.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. ❑ Basement Wall 18:Solid Concrete or Masonry,7.5'ht/4.8'bg/5.0'insul,R-13.0 continuous insulation Comments: Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. ❑ B• asement Wall 19:Wood Frame,3.0'ht/0.0'bg/3.0'insul, R-21.0 cavity insulation Comments: ❑ Basement Wall 20:Wood Frame,3.0'ht/0.0'bg/3.0'insul,R-21.0 cavity insulation Comments: ❑ B• asement Wall 21:Wood Frame,3.0'ht/0.0'bg/3.0'insul,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Project Title:Jackowski Residence Report date: 11/25/09 Data filename:\\SERVER\RedirectedFolders\Maggie\My Documents\jackowski22.rck Page 6 of 10 ❑ Window 3:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 4:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 5:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 6:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 7:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 8:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 9:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 10:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 11:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 12:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 13:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 14:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 15:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: Project Title:Jackowski Residence Report date: 11/25/09 Data filename:\\SERVER\RedirectedFolders\Maggie\Myy Documents\jackowski_r2.rck Page 7 of 10 • #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 16:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 17:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid, U-factor:0.250 Comments: ❑ Door 2:Solid,U-factor:0.250 Comments: ❑ Door 3:Solid, U-factor:0.250 Comments: ❑ Door 4:Glass,U-factor:0.330 Comments: ❑ Door 5:Solid, U-factor:0.250 Comments: ❑ Door 6:Glass,U-factor:0.330 Comments: ❑ Door 7:Solid,U-factor:0.250 Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 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,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-11. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-6. ❑ Supply ducts in unconditioned spaces are insulated to at least R-11. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: Project Title:Jackowski Residence Report date: 11/25/09 Data filename:\\SERVER\RedirectedFolders\Maggie\My Documents\jackowski_r2.rck Page 8 of 10 Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: 0 Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. O Fireplaces have 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: O Water heaters with vertical pipe risers 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. Circulating Hot Water Systems: • Circulating hot water pipes are insulated to the levels in Table 1. Heating and Cooling Piping Insulation: • HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Project Title:Jackowski Residence Report date: 11/25/09 Data filename:\\SERVER\RedirectedFolders\Maggie\My Documents\jackowski_r2.rck Page 9 of 10 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 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 Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 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) Project Title:Jackowski Residence Report date: 11/25/09 Data filename:\\SERVER\RedirectedFolders\Maggie\My Documents\jackowski_r2.rck Page 10 of 10 Jam..._' ~ • /- : 9COPY s r, - - 99 la TREATED 2X6 SILL '/` W/COMPRESSIBLE ER i / � Z�l 1 ll1R PJ X W HOO PROVIDE (1) COAT THOROSEAL ANCHOR BOLT W/HOOK �--- END. PLACE @ 6'-0"O.C. 8„4 !, OR EQUAL AND 12'FROM CORNERS. z t ' FOUNDATION INSULATION TO GRADE 8" MIN. BE R-13 FIBERGLASS INSUL., q TO WOOD. MIN. EXTEND DOWN FROM TOP OF rn GRADE SLOPE • WALL 5'-0"W/KRAFT PAPER i 2" Iv IN. CLR. 6" IN 10 FEET. SEE OVER. PROVIDE WOOD FRAM- 4 4 p ELEVATIONS FOR ING AS REQ'D FOR SUPPORT. GRADE LOCATIONS Co #5 VERTICAL @ 48"O.C. �� —41 #4 HORIZONTAL-SPACE a . APPROX. 24" O.C. Q. BACK FILL AGAINST FOUNDATION f—W/CLEAN POROUS FILL FLEXIBLE WATERSTOP a: OR KEYWAY #4 DOWEL @ 48"O.C. COMPRESSIBLE FILLER i r 4" CONC. SLAB REINF. W/W 6 X 6: 1.4W X 1.4W WF 4 4 0 PVC PERFORATED FOOTING ON 6 MIL POLY MOISTURE DRAIN WITH MIN. 12"CRUSHED BARRIER STONE. COVER WRAP WITH a FELT. SLOPE @ '/ " PER FOOT TO DAYLIGHT OR REMOTE DRY WELL. Q g.o0 0 %P..t,;`9 46, 2" RIGID .:o�:;« .` : : �-° a :��o e:;; ° _ ° ° . co INSULATION t PTP :'7 P :l.`. ! ° ° ° ° n,• • UNDER SLAB J a e (3)#4 BARS CONTINUOUS 8" COMPACTED M GRAVEL1'-4" UNDISTURBED SOIL / t A FOUNDATION DETAIL New Residence SK- 1 ,. SCALE: 3/4" = 1'-0" DATE : 11/12/09 0 Bay Rd. Queensbury NY 12804 fi