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2005-453 �� TOWN OF QUEENSBURY coro 742 Bay Road, Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20050453 Date Issued: Thursday, October 13, 2005 This is to certify that work requested to be done as shown by Permit Number P20050453 has been completed. Tax Map Number: 523400-278-000-0001-050-000-0000 Location: 1235 BAY Rd Owner: KYER LIVING TRUST Applicant: ROBERT KYER This structure may be occupied as a: Residential Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. 1 TOWN OF QUEENSBURY `i 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 0)ira Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050453 Application Number: A20050453 Tax Map No: 523400-278-000-0001-050-000-0000 Permission is hereby granted to: ROBERT KYF,R For property located at: 1235 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: KYER LIVING TRUST 1235 BAY Rd Residential Addition $75,000.00 Total Value $75,000.00 LAKE GEORGE, NY 12845-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-453 816 SQ FT RESIDENTIAL ADDITION $97.92 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, July 07, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at t of Qu ;Ty; hursday, July 07, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Permit No. SS-Li Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid ! 742 Bay Road,Queensbury,NY 12804 Recreation Fee Dave Hatin,Director codes@aueensburv.net Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction. Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant/Builder RGbcr4 C Vitt- Owner: olo& 4 e Vier Address: fps 64/ 4r,-D Address: l435 OKaec t5Ktr /A) /L1o`1 Cv nS6o-. A/ Y 12 P°'1 Home Phone: 79 - ( C5 Z Home Phone: 7q 3 &55 2. Email Address: Email Address: Cell Phone: Cell Phone: FAX Phone: FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: Ft,4,i.K 1-16 001101 Address: Up (1441a.3/44 Tr A, ; lrt:44 F tiG.� , N Phone 7` S -C76 Location of proposed construction: Lot No. " Legal Address: 4736 13�Y /2a4,) Tax Map Number: cfl I — So Subdivision Name: AV`/1 RECEIVED Estimated Cost of Construction: $ 7ST Gcc =�- JUN202005 Proposed construction is for: X.Residential Use Commercial Use / TOWN OF QUEENSBURY Name of Business: /V/A BUILDING AND CODE If proposed construction is an addition,what will use of new addition be? C-CF, / 3'+ New Addition Alteration Proposed Construction 10 Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq.Ft. sq.ff. Sq.Ft. Square feet Height Ft.& Single-Family Dwelling g/(p IV/v'4 i./4 S/(� f -i n. r " Two-Family Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage 1, 2, 3 Type of Heating System: Electric, Oil, Gas, Wood, orced Hot Air Baseboard, Other: Is a fireplace and/or woodstove being installed, please refer to a separate application. _Yes No Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with,whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of a w construction. Date: G//�/S Applicant/Builder Signature: ���,,e,` " C 4-3/Rpd r The application of dated is hereby approved and permission granted for the construction, reconstruction or alt ratio of a building/and or accessory structure as set forth above. Date: le 01-Authorized Signature: t CLS L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: Location of installation: a` Office Use N Tax Map No. / / 1 File Permit No. I � Owner's Name: Foe Paid Address: 2. INSTALLER'S NAME : PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm 1980— 1991 x 130 gal/bdrm = ' 1991 —present x 110 gal/bdrm Garbage Grinder Installed yes / no Spa or Hot Tub Installed yes— / no 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious Material . Domestic Water Supply Flat sand at what depth at what depth municipal Rolling loam feet feet well Steep slope clay if well;water supply %slope other from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licelnsed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: gallon (min.size 1,000 gal) Tile Field: each trench ft. Total System Length: ft Seepage Pit(s): number of size of each: ft. by ft. I i Size," Stone to be used: # / depth or thickness feet Bed System Size: x Alternative System: length and/or, size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Cpacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. i t 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 ofithe Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abi4e by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. I Signature of responsible person bate ';f"111111A •'I•ptVL1 of (Itteeits1)tiry . 'Sr ver* :»ul SCwst),e I)isjsa:•stl (:1I tpit'r • I • Ahpoiltlix (: I AUMt)It,Ul''i'i )N Ir1It",III.) • . •i SI,I)A1tiVi'IQN It:S(21.31ItEM1'1.1sl'1'S • r ill: 7------- . t ��1 f "ND �'l�u. tN 1/pr1"tt• c„) I.Vont 4 I� ."4• � . i I �1+• , ill / 7 ... ...-- . .............177z Ilkly 1\ , e,r, • 1tiOUZE 263' , }0*'* 1l�:>VSz. G7 . E •• ,Ncto t U1!iiltte,i111••t c L6 t s ' \....--- • 1 K - • . r , • • i I. �nT �T A ram} �' Zr.}��T•• ; r�+� pip {�� 1 f.t �r ;. 7. r71a�C1►�vB3 FO A IO PO .E..SrON�aw+L +*)VW)\ '1�1r+4W /.. * , p ' . • iI I ! • I Queensbury Building & Code Enforcement - Residential Final Inspection /JQ � Office No.(518)761-8256 Voliv,S" Arrive: am/prl epart: /���pm Date Inspection request received: 4a�/ Inspector's Initials:NAME: �2.1 �— PERMIT#: '^ �� LOCATION: ---� (:`j .� i ! DATE: / �/,./i7 TYPE OF STRUCTURE: _ -��; `U3�� ��L C ,,�c(_, �, , j �41:,SCu r Comments Y N N/ Chimney Ht./"B"Vent/Direct Vent Location // Fresh Air Intake ✓ 3 inch Plumb Vent through roof minimum 6" ' , Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios r/ Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete / / Interior/Exterior Railings 34 in.to 38 in. AI C-tj RA.)1.— oC 012e Le' v Platform at all exterior doors �/ Interior Handrails stairs 2 or more risers ,/ Enclosed Stairs Sheetrock Underside minimum '/2" / Gypsum / Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall lir 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade ✓i Gas Furnace shut-off within 30 ft.or within line of site 0 Oil Furnace shut-off at entrance to furnace area � �/ Furnace/Hot Water Heater operating 7 Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 /ill Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing / Interior Smoke Detectors: +� j Every level: / Every Bedroom: '.// Outside every bedroom area: Inter Connected: / Battery backup: / Carbon Monoxide Detector t/ Bathroom Fans, if no window / / / Plumbing fixturesFoundation insulationFloor truss,draft stopping finished basement 1,000 sf Emergency egress below grade ✓/ Basement stairs closed rise>4 inches ✓/ Garage Floor Pitched • Garage fireproofing/'/.hour fire door/door closer v ✓Duct work Sealed properly } Gas Logs in Sealed or Glass Enclosure ✓ / Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area J Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq. ft. vents Building No./Addre visi eirom road Final Electrical QJ Site Plan /Varia req ired I Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification, if required i Okay to issue C/C or C/0 [Temporary/Permanent] I L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/p e art: 3. 7-)am/pm Date Inspection request received: Inspector's Initials: l NAME: t� &f� �� 7 PERMIT#: Glo LOCATION: DATE: V /0/ TYPE OF STRUCTURE: Comments Y N N/Al�— Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" - C_—o/2 iZ '-T/O 5 Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %Z" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/.hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq. ft. vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/0[Temporary/Permanent] L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: /19 ,U�n 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:6 ) NAME: PERMIT #: 05, [15 LOCATION: 81 R INSPECT ON: 53 -I 1 -Ow TYPE OF STRUCTURE: 160,1 Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ He 50 P . for 15 minutes I lation / Residential Check/ Commercial Check Proper Vent, Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: Gorrk. 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: /{ k,(1) T' 05-115_3 NAME: PERMIT#: LOCATION: a P39 � INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging ��^ Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall , 3, 4 hour F. stopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/4 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 /()_/(4/D1-1-,.. Rough Plumbing / Insulation Inspection Report .Report, Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/prp2 pepart: , �--am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: JI�� /4er NAME: PERMIT #: 7:13LOCATION: /-2= 1� Ri) INSPECT ON: 5 /JTYPE OF STRUCTURE: `� _ Y/N N/A ough Plumbing Nail Plates • n / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction ressure Test Fk in / Vent u4i / Head .S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Wat- ciply Piping Air/ • 50 P.S. or 15 minutes Insulation / Residential Check/ Commercial Check Proper Vent, Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report 9,..__ /(Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/p De am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: i NAME:= '1 PERMIT#: 05 3 LOCATION: l�3 j bC R INSPECT ON: IS TYPE OF STRUCTURE: Y N N/A CO M TS raming Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHerningway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping InspectionP in Report AL,j,hk., Office No. (518) 761-8256 Date Inspection re ....- d: Queensbury Building& Code Enforcement Arrive: : ,i: r e 'epart: .:'Or!J 742 Bay Road, Queensbury, NY 12804 Inspector's Init '' I NAME: )4' \.,' r(- PERMIT#: ,C")V `- 3LOCATION: 03 S •,, INSPECT ON: : — in TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 1/2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses chor Bolts 6 ft. or less on center ce and snow shield 24 inches from wall , Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 C/ N Foundation Inspection Report ?......7/0 ;= Office No. (518) 761-8256 Date Inspection request received: ' Queensbury Building&Code Enforcement Arrive: am/ Depart: 'ni/p 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initials NAME: --- 9 PERMIT#: 04.51 5-3. LOCATION: \3,4' % INSPECT ON: — — TYPE OF STRUCTURE: Comments Y I N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour einforcement in Place Foundation Dampproofing / . Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil ►: i or wet areas under slab _ _ Bac. ' 1 Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. I L:\3ueHemingway\Building.Codes,Inspcction.FORMS\Foundation Inspection Report.doc January 28,2003 T:V1C Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reque t received:/ � Queensbury Building &Code Enforcement Arrive: am/p G"`i Depart: 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: \�, z� PERMIT#: 00c=_ 415 LOCATION: U I 3 c) INSPECT ON: _ 7 -/1- TYPE OF STRUCTURE: Comments -- Y I N N/A :czot7si'onolithic Slab Reinforcement in Place1.7" 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 _ -T Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/ Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval I _ Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. I.1SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 t' P \—4-� b6 73/{ x{ 3({" , ;N9Y/9 xS'S1(4" \ ( _� , 't.� /ENGINEERED TRUSSES @ 24" O.C.i Bathroom � � III Sewing Room T q v < 15'-0" M M i J 2, ' a '-4 1/zr" N 4 J ,t,s te. r'' ? ...., '''''\ ' . 5' ...... , ,,,,..,. x .:,tee. ...., —' :, ic c::: (7 C0 � 6R I :: 1 4i V ,� office . r g Lis 1. 1 FLOOR PLAN ....,) Entry/Hall 9\N, 4— // EXISTING 1 ,,ENGINFFRF11 TR115%Ei $ 24" D.C.in I ' / ii 1 _ (� . E EXISTING WALLS : ! Z 41* 1 I I N J x w 1 I / 1 1 ' ' " T ptCES Closes s i , 'pTTIG' 4. SS / 1 i-Y"1 J. z'a s/1�.-649 s 1". ,_6„ , �� 2,14 �' gi: �! o 0 ! 3 1/ ../ 3-1/2ry4" Din ng Area .* *� ' 1/2' Kitchen/ 3 1/2" h i ` 5' ■ "�J y3 1/2" 7/..,;,0 _ xHall � 44 x r a Master be 44 4-../7/4-QAT, / V , ///' A‘! //://-: /,* ei*" s'-`f J ►////sir ` / A.. / / / / f 3 1/2" l0'-0„ / f�....A9�"" 7 Great Room j c j 1 12 Y/ yy be roo/�� M�sat / !; 4 3 1,,i 1/2 N., , A ., //://:/// �, „,... ' / l'-9 Sir x33451 AS"x3,59V,91"x 9'-9 1/4" ifr 2'-9 S/9"x 4'-S 3/4" 2'-9 S/1"x 4'4 1/4" . . Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing ent/ Vents in Place 1 1/2 inch min' um Drain Size Washing Machine ► .in 2 inch minimum Cleanout every 100 feet hange of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection • 5 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes Insulation / Residential -eck/ Commercial Check _ Proper Vent, Attic Ve' Duct / Hot Water• ping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: e 5CSe� 60-A-1) 8/25 L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 • . t Code Compliance and Informational Sheet for Permit Use 5 Queensbury Dept. of Community Development Project for: R-st�E►.1'T» 1�� Permit No. 2005 45 Applicant Name: - Zoning Administrator Tax Map No. 02-3`i5 . OD - 1 - 5--U APPROVED A..li A-tion Lot# House #_ - epflAacrAf101/PrI ,005 robed, street Z Lot Size: 43 •�`-1•:A `IL. ironing Ad"s trator Mobile Home Park: OWN OF QuEENSBURY Business Plaza: Planned Unit Dev. Subdivision: Phase/Section Effective Year Zoning Designation Zoning Ordinance Prior to 1967, July 10 Subject to current setback requirements at time of development. Section 179-20-10,B Subsequent to Development of lots within subdivisions subsequent to July 10, 1967 July 10, 1967 shall use the setback requirements in place at the time of the approval of the subdivision. 1967 1982, June 11. 1988,September 19 Corner lot rule Prior to Nov.23, 1992 approved subdivisions * (see note on back of form) 2002, April 9 Road Name Setbacks Existing Required i Proposed 1 Difference i ; Front 1 s;. t 1 I Front 2 Side l I ego ' Side 2 1 Rear l c30 ' j ' Rear 2 I .,-- �'' Shoreline - ` Travel I l Cooridor Overt° Zone Buffer Yes No meets depth,width,&square footage requirements preexisting,nonconforming lot with proper setbacks required frontage on public road has required off-street parking permeable area is adequate (Requirement is %) building does not exceed maximum height(Max. ft.) Is lot in a Flood Zone? Floor Area Ratio worksheet required?Zone: WR-1 A Town of Queensbury Code Compliance and Informational Sheet for'Permit Use ;.. Y:_, I:7) Queensbury Dept. of Community Development 0 (XJ .(1(T (i ....„,„„, ( , , r_le. I( 7 „4.,...g. ,14-tia..e._ • (-tov ( „tc4)1`111 rofitvt E 0 ( -6 . • iodelereft,5 ) 0 fr-a,pf I( '4(1"‘ illeat- fli) Z *Corner Lot Information for Subdivisions Approved Prior to November 23, 1992 Section 179-30.1 which requires front yard setbacks on both roads for a corner lot was not enacted until November`23,1992. Therefore,prior to November 23, 1992 parcels within approved subdivisions have one (1}front yard,two (2) side yards,and one(1) rear yard setback. I Review Type ! File No. Action Resolution Date � 1 Zoning Board of Appeals I 1 1 Planning Board 1 Town Board I I Check List ! Yes No Recreation Fee Paid 1 Engineering Fee Paid. 1 Site Plan Maps on Fite Subdivision Mylar Signed and I Filed with County Application appears to conform to the requirements of Section(s) of the local Town Code: Application requires additional review for the following: Zoning Board of Appeals Planning Board Town Board of Health Town Board for Mobile Home Outside of a Mobile Home Park Other • Reviewed by Staff Date —1 Notes � I Town of Queensbury aoos- Permit Number REScheck Compliance Certificate Checked By/Date 2000 IECC REScheckSoftware Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheck\KYER.rck PROJECT'ITiLE:KYER CITY: Glens Falls STATE:New York RECEIVED HDD: 7635 CONSTRUCTION TYPE: Single Family JUN 2 0 200 WINDOW/WALL RATIO:0.18 TOWN OF QUEENSBURY DATE:06/16/05 AND CODE DATE OF PLANS: 6-13-2005 PROJECT DESCRIPTION: ADDITION COMPLIANCE:Passes Maximum UA=203 Your Home UA= 164 19.2%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value E-Value U-Factor jj® Ceiling 1:Flat Ceiling or Scissor Truss 816 38.0 0.0 24 Wall 1:Wood Frame, 16"o.c. 736 19.0 0.0 36 Window 1:Wood Frame:Double Pane with Low-E 88 0.330 29 Door 1:Glass 44 0.330 15 Basement Wall 1: Solid Concrete or Masonry 736 13.0 0.0 60 Wall height:8.0' Depth below grade: 1.5' Insulation depth: 8.0' Furnace 1:Forced Hot Air,92 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in REScheckVersion 3.6 Release 1 (formerly MECchecl* and to comply with the mandatory requirem 'sled in the RESchec on Checklist. Builder/Designer C I Date REScheck Inspection Checklist 2000 IECC REScheckSoftware Version 3.6 Release 1 DATE: 06/16/05 PROJECT TITLE: KYER Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0'ht/1.5'bg/8.0'insul, R-13.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor: 0.330 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ [Yes[ ]No Comments: Doors: [ ] 1. Door 1: Glass,U-factor:0.330 Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,92 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0. Duct Construction: [ ] All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ I Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. . Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 111v+ riwCniW A►aaa wwN /•.,^ 3H1 3oz ►De-arc •ems ►OU.23S 30 +a► ^ '' ----`i S�>y uC)- 3, 1]. 7J LlV S (� v SI 'N35 SI ,rls oKl msla0n v oMI►n3e evn '• •l 0 ••• •., •• ' sty' (annt D+a,+ ieni>e ue wo+l Pa+edad Se r A3KWIS V Q1 Nouaw WOwow/warm amtri uMwL Sad 3GVH A3AW1S V .30 ddla RE CEI ED JUN 2 0 2005 rYw,�c. , I douz,'b sS9,1v) TOWN OF 7U EUlPVC7, NUNSBURY ODF Q j o— -- ralt��in t1 ,)\-5 \I r-N G a --___ }1 + - •as d U ! LK 1 �_� .�:b9 n h� L�5 c i 1 LS AllC ! � ({,--6) N. N n I �VIt -W f ' j a� i , j I + ! 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