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2008-153 TOWN OF QUEENSBURY F.om 742 Ba Road ueensb NY 12804-5902 518 761-8201 Y ,QYa { ) Community Development-Building& Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20080153 Date Issued: Tuesday, January 27, 2009 This is to certify that work requested to be done as shown by Permit Number P20080153 has been completed. Location: 3 CHARLTON Ln Tax Map Number: 523400-308-006-0002-002-000-0000 Owner: JOHN &NICOLE DEIHL Applicant: JOHN&NICOLE DEIHL This structure may be occupied as a: Garage Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property (-"; n d/ +j owner of the responsibility for compliance with Site Plan,Variance,or S other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080153 Application Number: a20080153 Tax Map No: 523400-308-006-0002-002-000-0000 Permission is hereby granted to: JOHN &NICOLE DEIHL For property located at: 3 CHARLTON Ln in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: JOHN&NICOLE DEIHL 3 CHARLTON Ln Garage Attached Single Family Dwelling $167,000.00 QUEENSBURY NY 12804-0000 Total Value $167,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2008-153 1629 sq ft single family dwelling $200.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,May 16,2009 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensb ; Friday,May 16,2008 `. A SIGNED BY f jj/ ""°"' for the Town of Queensbury. Director of Building&node orcement g7's3 TOWN OF QUEENSBURY HIGHWAYRichard A. Missita Highway Superintendent Home(518)798-5127 DEPARTMENT 742 Bay Road*Queensbury,NY. 12804 Michael F. Travis Deputy Highway Superintendent Office Phone:(518) 761-8211 (518)798-0413 - Fax:(518) 745-4466 DRIVEWAY ERMIT DATE: r APPLICANT NAME: 4 A -Iv . ' TELEPHONE NO.: '7 -�° 7/ . ADDRESS TO BE INSPEC.I hD: ��► tL.i Z rcoge4/ Q' RETURN ADDRESS: 3,9T.4 /ys 1` it r Q14' Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( ) Preliminary Approval NEED: ( ) Slight swale ( ) Level with the road ( ) Deep swale Size pipe to be used (if necessary) ( )12" ( )15" ( )18" ( )24" ( )36" Preliminary inspection completed by DATE Approval by Highway Supt. Deputy Supt Upon completion, please resubmit this approved permit for a final approval. STEP 2: ( ) Final Approval ( ) Rejected DATE: Richard A. Missita, Highway Superintendent E-mail:highway@queensbury.net 77p t L (,--- I- (A. OFFICE USE ONLY � TAX MAP NO. PERMIT NO. D Si - is-3 M FEES: PERMIT - a J RECREATION Sa' ENGINEERING (If applicable) PRINCIPAL STRUCTURE: 1 APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE F A VALID RMIT FOR CONSTRUCTION. APPLICANT/BUILDER: t -el.,' OWNER: 2� g it , ADDRESS: 1 ADDRESS: PHONE NOS. -----)q) L y �--- PHONE NOS. CONTACT PERSON FOR BUILDING & CODES COMPLIANC . PHONE:3 t t/L ,-- / I LOCATION OF PROPERTY: C b 1-4-' 2—& Q., ;) ,_C SUBDIVISION NAME: C---e'()�z (76-e'if PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT p cn o (- UwAPPLY TO YOUR p = ' c O to U PROJECT — t 00 '- D I-: tX _, O _ ow --I u- U. u- w Q Cl. = U • LL � z. O O Z F- O I— IX w z - ¢ CO c.icn Ou- I- u- a. = Os SINGLE FAMILY o 9/'L A? .2`J / 2 L( TWO-FAMILY `Z MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- / MERCANTILE ��/ / FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: /44---- /7 ESTIMATED CONSTRUCTION COST: 1 (1,r) 0 CO' FUEL TYPE: //�� ?" HEAT TYPE:C�A� *HOW MANY FIREPLACE(S): ) AND/OR WOODSTOVES(S): ZONING CATEGORY: r ARE THERE WETLANDS ON THIS SITE'? IS THIS A HISTORIC SITE? D PROPOSED USE OF BUILDING OR ADDITION: ,...ce-L--,----1 — *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"avai le in our office B 3-LGL 11-05 O. Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? l ARE THERE EASEMENTS ON PROPERTY? , 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 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: BUILDING & CODES APPROVAL ZONING APPROVAL s DATE DATE .. � QUESTIONS 7 CALL 761-8256 OR EMAIL codesAqueensbury.net VISIT OUR WEBSITE FOR MORE INFORMATION Office Use Only www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: ;.: Town of Queensbury • Community Development Office • 742 Bay Road, Queensbunj, NY 12804 .30ef ? OFFICE USE ONLY TAX MAP NO. PERMIT NO. Otf1:0 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. 6! OWNER: 56 �(/' /'�6b0 �1 INSTALLER: er I TV C ' ADDRESS: if ✓ Ir✓1'� 7 / ADDRESS: P � fie/ L` � PHONE NOS. / `i 7 PHONE NOS. / LOCATION OF INSTALLATION. V RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION= = TOTAL DAILY FLOW BEDROOMS GARBAGE GRINDER 1980 or older X 150 gallon per bedroom = INSTALLED? ire) 1981 -1991 X 1 130 gallon per bedroom =i SPA OR HOT TUB 1 INSTALLED? Y 1992-present X 110 gallon per bedroom = PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? k BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? }77� ✓ DOMESTIC WATER SUPLY: MUNICIPAL AC WELL (IF WELL: WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) €' , ✓ PERCOLATION TEST: RATE IS ER MIINUTE PER INCH (TEST TO r ^ `-1 COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must w` •esigned by a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK: , :5ri GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH SV FT. ✓ TOTAL SYSTEM LENGTH: iPl#01 FT. SEEPAGE PIT(S): HOW MANY? /V ✓ SIZE OF EACH FT. X m FT. ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT. 6rt� ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE /�J ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: __M2 SIZE OF EACH / 1/11•-- ✓ GALLONS./TOTAL CAPACITY: GAL. I NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN 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 Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of QUESTIONS? CALL 761-8256 OR EMAIL Queensbury Sanitary Sewage Disposal Ordinance. codes@queensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION 2� ��/ www.queensburv.net Signature of Person Responsible Date s Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 i o8 ` OFFICE USE ONLY fj E C IE-El-W-E . TAX MAP NO. PERMIT NO. 66-- f J J 0 4: �= APR ? 2000 ; FEES: PERMIT ": RECREATION 1.� ENGINEERING ' (If applicable) , ' TOWN OF QUENSBUIY --SW L-DING&EODES' PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUAN E OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: /t7ci 6/24'io OWNER: ADDRESS: 7/i '/Il r' A ADDRESS: 1- -- PHONE NOS. 7 .— Q 'L1.2 - PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: f ii C h u4 PHONE: 76 f'i 6/9 LOCATION OF PROPERTY: c/6 4,Z/- li SUBDIVISION NAME: CP i 6/--- (7-ez_ze- I I PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: I i CHECK ALL THAT I I z0 2 C'J Lp APPLY TO YOUR : z 1 2 O o7 I 07.. PROJECT O w i n0. 2 = LJ CI w LL = I 0 0 U,- ZI Q rcn CVc OIL n- 2o2 �/ Z �a SINGLE FAMILY 7sr 60a r ''421/ 2 f� !D } } TWO-FAMILY ' ' a � ? � } 1 ` 5 V2 a MULTI-FAMILY (NO.of UNITS ) 7 S r } TOWNHOUSE e e } i I BUSINESS OFFICE I I J L L RETAIL- / MERCANTILE } FACTORY OR •i/ INDUSTRIAL .1 ;, ........ e �I / kp ATTACHED - GARAGE(1,2,3) t,f -74 t I } l OTHER ! IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: Aa ESTIMATED CONSTRUCTION COST: I V2 v 0' Please complete a separate Application for"Fuel Burning Appliances&Chimneys" HOW MANY FIREPLACE(S): 0 AND/OR WOODSTOVES(S): available in our office ZONING CATEGORY: SIG �% ARE THERE WETLANDS ON THIS SITE? �� _ IS THIS A HISTORIC SITE? � 7IVe �/ h4.,,,,„PROPOSED USE OF BUILDING OR ADDITION: �-Y�f. •/ . Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury,NY 12804 icil— i 5 5- -2C '3).1 q t_.--2- r ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? Ad76e } ARE THERE EASEMENTS ON PROPERTY? ►e a` 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 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: DIRECTOR OF BUILDIN&& CODES ZONING ADMINISTRATOR DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codes@clueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION wwW.queensburv.net 1 7 Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Check Residential Plan Review: One & Two Family Dwellings Y/N/N/A 1// (2)Full sets of plans J Over 1,500 sq. ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 50 Ground Snow Load Sleeping Areas and Attics 30 psf J Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space I Above/Below grade, 5.7 sq. ft. Grade,5.0 sq. ft. 24"(h)x 20"(w)min. / 44"Max.Height above floor fResidential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofmg/Waterproofing Materials On Plans ✓ Foundation Drainage On Plans, if required 6"Drop in 10' Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where V Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors VVV f Stairway Headroom 6' 8' All Stairs 36"Width / Stair Run and Rise O/ Winder Run and Rise 1 Spiral Not Allowed From 2nd Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width, 36"min. Handrails More Than Four Risers On Open Sides / Railing/iand Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas A Garage Fire Separation N* Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Outside Lowest Sleeping Area,On Every Level& kr7 Interconnected Soil Test Results,if required Septic To Well Or Water Line Separation All Paperwork Signed -1-7/ . 'Tr/eS Septic Inspection Report Office No. (518) 761-8256 Date Inspection reque r v Queensbury Building &Code Enforcement Arrive: - �a art: "/ 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: , NAME: C P P R IT NO.: LOCATION: 3`� ; ' ,rN� I ECT ON: �'- RECHECK: Comments and/or diagram Soil Type n L m/ Clay Type of Water: u ' ' Well Water Wat li paration distance ft. Well separation distance ft. Other wells: ft. `jlC____ �v _ Well Casing Length 50' + / - Y N N/A j Absorption Field: Total length !i It: ft. Length of each trench r1P?-7 ft. E 1 l \`7 }7 -- Depth of trenches G I ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank 4" Tank to Distribution Box 4 " Distribution Box to Field / Pit "' `{ Opening Sealed: N End Cap N Inlet/Outlet Pipes&Baffles Y N Location/ Separations Foundation to tank Foundation to absorption 'ZD tTt. Separation of Pits ft. Conforms as per Plot Plan N Engineer Report and As-Built ✓Y_ N Location of System on Property: Front Rea Left Side Right Side Middle Front Middle Rear S m s s: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Queensbury Building & Code Enforcement - Residential al --pection Office No. (518)761-8256 Arrive: •r: k 6a :• -part: a p Date Inspection request received: Inspector's Initials: ` /` NAME: ,S `� PE IT#: LOCATION: e — - A.„,/ D' r • *_ TYPE OF STRUCTURE. 1 Comments: Yes No NiA 4' Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches _Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches 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 I 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 Plumbing fixtures Foundation insulation I 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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed I Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum h"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. Inspectio Site Plan /Variance required Flood Plain Certification,if required Okay to issue C I C or C I 0[Temporary/ ermanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury, NY 12804 Phone-518-745-4400 Fax -518-792-8511 January 26,2009 Job#46227 New York State Dept. of Health 77 Mohican Street Glens Falls, NY 12801 RE: Hayes Luzerne Road Subdivision- Queensbury(T) Lot# 1 Septic System Dear Sir/Ma'am: This letter is to inform you that we inspected the completed septic system for the house at Lot#1 in the Luzerne Road Subdivision on January 26, 2009. The septic system as installed was for a three bedroom house and consisted of a 1,500 gallon septic tank and 140 lineal feet of absorption trench constructed with stone and perforated pipe. The system conforms to the requirements of the approved subdivision design drawings. Please call me if you have any questions or concerns. Sincerely, Thomas R. Center Jr., PE cc: Dave Hatin, Town of Queensbury .,: JHN--.etf-W7 16 : 11 PM UTOPIA 5186325159 P. 01 UTOPIA ENTERPRISES .. , ..., .:!. , .. ,, , .. f,,.. . i ,. •, . . , 7765 STATE ROUTE 40 •. 4 . t •, 3840 STATE ROUTE 196 .iL . f. HARTFORD, NY 12838 • i; • I! •.•i•_: (518) 632-9118 FAX (518)632-5159 ,.. i. .. 1. . t . 1. ,.:. ( ,:e.ef.A.,),„ .. :), „: 6 0 9 ..t • ‘/ :.11 • a :'..: i I i,..zt- e)..),, /.t /in-ift- -- ( -ri 0_,,tyt,i , ' ...r .. ; 1 .1 0 <21, 2 .Z.-- 41-1'1-i- gl--0 I ii 4 ---,)••••)) as co ei flit. I/41 '',. 411_ gp-t_z? • .. , ;, ,.. A.---e-r2 4 ciee / r _EZ 6.t../7-2.-r.z- /E..47/:V-z-4--e• I • : l• e>r ..A, •-•,_„4,,,,,-1..1 -9..)t_ i- • ' •-4--e-ir .4. •. / t.,./.. 6..-_ 6t,e- .. .7 y i ";1-,t1 :6;'-/---.,..-k', • .... t.. (...„ ,. ,...?.• de,)1-.9 erl''''-'. . . ..r/ • 11,4.'t'a.1 tfe- • 7 71---Ot-•••rl• ri.JiA..-... l': y• .• 62_ ,..2.. ..•.1-2_,A_ a--t;2., /- - - ,.../ / . , A,.. , , . 1 . . •/r...4 /,',..e.. ..„ „•::1 ....z..., ..s....A... .......,, 7 (;) ,., . , .• . . . .. •.. . • . ., • . . . . . .. . . . . . 1 1) A L., •..: . i r 4= f1Z.--- e/;-„: - 4-:•.-.C.-.1 / ::... Septic Inspection Report Office No. (518) 761-8256 Date Inspection req •- - ed: �Z Queensbury Building &Code Enforcement Arrive:,3=DO a Z8 arr� 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials pii% NAME: 1 kF C-3P-00‘) PE' IT NO.: CSc6.—L55 LOCATION: c 1LQL-i?ZE9 3 E 2D.D I 'ECT ON: I Z---69 RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal/ Well Water Waterline separation distance ft. Well separation distance ft. Other wells: _ft. Well Casing Length 50' + / - Y N N/A 6_ tco Absorption Field: Total length ft. C yEEcJb \ 6 BE_ Length each trench —ft. DR E-L �` Depth of trenncheshes ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank 13 aT R E A DY P\VE_ 6 Lb?‘ RCY Tank to Distribution Box Distribution Box to Field / Pit 'Tp \ (3 Opening Sealed: _Y N End Cap _.Y_N Inlet/Outlet Pipes &Baffles T Y_ N Location/ Separations Foundation to tank ft. (5A-- Foundation to absorption ft. Separation of Pits ft. D �} Conforms as per Plot Plan Y_ N \ © C) lb .4 — PtD Engineer Report and As-Built _Y_ N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear S m se Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc -/ I` IAL Septic Inspection Report Office No. (518) 761-8256 Date Inspection r ed: Queensbury Building &Code Enforcement Arrive: 1"1-K art: 11"017 am&j 742 Bay Rd., Queensbury, NY 12804 Inspectors Initial : NAME: it,), PE IT NO.: ce,‘---z/s3 LOCATION: /� r>^ %, e INSPECT ON: RECHECK: Comments and/or diagram Soil Ty•- an•►- ..m / Clay Type of Wate ! I ell Water Water i - eparation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length \Lf Length of each trench L\C1 ft. Depth of trenches ' - ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank t i r-) Tank to Distribution Box (-r' cc Distribution Box to Field/ Pit if v Opening Sealed: _N End Cap Y N Inlet/Outlet Pipes &Baffles _Y_N F le-LC) C'vlA r� Location/ Separations a V- it '" Foundation to tank ft. Foundation to absorption 1..'q, ft. Separation of Pits Conforms as per Plot Plan Y Engineer Report and As-Built _Y ✓ N Location of System on Property: Front Rear Left Side Right Side Middle t Middle Rear Sys m U S to Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc f - 1 -1 3 (-)`' Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm apart:3 ,A-,am/pm Date Inspection request received: Inspector's Initials: NAME: . PERMIT#: LOCATION: ----f) DATE: �_-- TYPE OF STRUC RE: — .S. -17V) Comments: o N/A 4' Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake ✓ 3 inch Plumbing Vent through roof minimum 6 inches > 1 - )( r-6 C.-► C` Roof Complete/Exterior Finish Complete 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 Guard at deck,porches 36 inches or more 77 "'" a Handrail Termination at Newell Post or Wail / (7�- r� Interior/Exterior Railings 34 inches to 38 inches ✓ Deck Bracing/Handicapped Ramp Compliant ✓/ �� c_ D 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 L, ^2- eA01 C Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Wi ow in stairwells safety g ing v� Interior Smoke ors/Carbon noxid Detectors Every level: ��'ti Ev Bed m: i - Outside every bedroom ea: Inter Connected: Battery backup: Attic access 30 i 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 / fl ?—t- V‘ki.1 ,Z Bathroom Fans,if no window / Plumbing fixtures V Foundation insulation/Insulation Certification ✓ / �_ Floor truss,draft stopping finished basement 1,000 sq.ft. 10 1 6 (S-2y�`'D -i, Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of siteill /� -�- Oil Furnace shut-off at entrance to furnace area 1/ t-LA2C3C-Z--d Fumace/Hot Water Heater operatingL /j ow water e(s)shut-off boiler / �/ Relief Valve{s)installed/Heat Trap/Water Temp 110 � �// Enclosed Stairs Sheetrodk Underside minimum'"Gypsum Basement stairs closed rise>4 inches :\/ Garage Floor Pitched Garage fireproofing/' hour fire door/door doser / Duct work Sealed properly v/./ Gas Logs in Sealed or Glass Enclosure V 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/C or C l O[Temporary/Permanent ICO — L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08 ( -,C.-{_r ,c,-.--- ..."c / , ikii,..4, ,..s. ,„/ , J �C /(-'f /` y „--_, ,,.., ri, Queensbury Building & Code Enforcement - Residential Final Inspecti�- - \ Y• Office,No. (518)761-8256 Arrive: am/pm Depart:I c/o Date Inspection request recei e : Inspector's Initials: 6 ,viki-) NAME: PERMIT#: i.z�= LOCATION: 7 �ln- . I-' DATE: Llf' ►i1► TYPE OF STRUC Comments: Yes No NIA 4' Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet A/v i 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors I main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Win.. in stairwells safety gla ' ,g Interior Smoke De =.ors/Carbon M oxide ,,etectors ��` Every level: Eve .Bedr / Outside every bedroom a a: Inter Connected: Battery backup: _\\\///_ Attic access 30 inches x 22 inches x 30 inches(height)in accessible area S Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures5,r-csk-I..d_ h-'5- tr Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. y(), _^' `"�-F�A��`�` Emergency egress below grade h Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area M"'l. c2AL*X- Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum 1A Gypsum I N E? 5- Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer . Duct work Sealed properly Gas Logs in Sealed or Glass End gsure, Final Electrical /J rie7421 Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding NEE As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C IC or C/0[Temporary/Permanent] L:1Building&Codes Forms\Building&Codes\Inspection Fomhs\Residential Final Inspection Form revised_100405.doc;Revised January 7,2008; Revised 6/26/08 --, I --' 30 ----- Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: am/pm part:3 `IN am/pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: LOCATION: pJ -/ DATE: . TYPE OF STRUC RE: — ..5 T-1) Comments: �o NIA 4" Building Number Address visible from road 1✓/ Chimney Height 1'B"Vent/Direct Vent Location a,/ FreshincAir Intake V le)( �� 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete I 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 Guard at deck,porches 36 inches or more ` Handrail Termination at Newell Post or Wail / V Interior/Exterior Railings 34 inches to 38 inches �/ Deck Bracing/Handicapped Ramp Compliant //' , t 'VL Gam% & D Grade away from foundation 6 inches with 10 feet +✓/. 6 inch clearance to sill plate ✓/ ��c�Gas Valve shut-off exposed 1 regulator 18 inches above grade ./ a Interior privacy/trim I doors/main entrance 36 inches Bathroom/Kitchen watertight .. r OF' .c2-04.-51/VL- Safety glazing/Wi s• in stairwellssafety g ing Interior Smoke •=ectors/Carbon oxid Detectors i \��"' 1 Every level: Ev `Bed m: Outside every bedroom ea: Inter Connected: Battery backup:y Attic access 30 i 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 V Plumbing fixtures Foundation insulation/Insulation Certification Z._._ Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade I ` J t'�27'— Gas Furnace shut-off within 30 feet or within line of site I 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 IN Gypsum / _Basement stairs dosed rise>4 inches \/ Garage Floor Pitched Garage fireproofing/V.hour fire door/door closer7 Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure _ V Final Electrical , /1/ Final Survey Plot Plan Arc Fault Breaker in Bedrooms f Flex Gas Pipe Bonding V As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required0 Okay to issue C/C or C I 0[Temporary I Permanent] L:\Building&Codes Forms\Building&Codes\Inspection FonnssResidential 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: I 1 tql V NAME: \:=Liq..)--/G;,�j LOCATION: t ( kid2rizogizzF) PERMIT#:--C.±)----- -- 5 Final Survey Plot Plan Approved Denied The attached final 4 survey has been received by the Dept.of Community c.f Development. Upon review the survey • is 0 Cr ' gown,Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administratoc.doc 111\ Septic Inspection Rep• Office No. (518) 761-8256 Date Insion r-• - -c ed: Queensbury Building &Code Enforcement Arrive: 0 �fri,JAk part: 3c� am pm 742 Bay Rd., Queensbury, NY 12804 Inspector's InitiaJ NAME: e'S . PE' 4 NO.: LOCATION: r�� �'r i, . ��. I 'ECT ON: RECHECK: Comments and/or diagram Soil Type6and Loam/ Clay Type of Water:(Plunicipal Well Water Waterline separation distance k5 ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length 15 O ft. Length of each trench eft. Depth of trenches 2_ ft. Size of Stone -7 Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank 14" !JC-K 4b Tank to Distribution Box 9"I p e_a Distribution Box to Field/ Pit / I-{ it Q%X_ TO L% " Pli= Opening Sealed: v! N End Cap �N Inlet/Outlet Pipes &Baffles Y_ N Location/ Separations Foundation to tank jo ft. Foundation to absorption '2 ft. Separation of Pits ft. OE-ED E oEff16 e.,E-()U a-- Conforms as per Plot Plan Y Engineer Report and As-Built Y i?)v\ ',-Zr Location of System on Property: 0121 Front tear Left Side Right Side fiddle Front Middle Rear System Use Status: proved - Partial Approved a o lea Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc Septic Inspection Report Office No. (518) 761-8256 Date Inspection requ)- - -•: Queensbury Building &Code Enforcement Arrive: 7.:30 a ymrillrit-.. : r- . pm 742 Bay Rd., Queensbury, NY 12804 Inspector's InitialsTalln_ NAME: NAE GRNOP PE TIT NO.: O — 1,93 LOCATION: 51 to Lid _E_Rk\E RD I fECT ON: 1 — $--D9 RECHECK: a Comments and/or diagram Soil Type: Sand Loam / Clay Type of Water: • unicipa / Well Water Q [3 flc_11,Fl LL. c61 Flzb6A1 CE Waterline separation distance IC ft. fl`� t F Well separation distance ft. HN Other wells: ft. Q ‘.-- , _Vd D—BOX, 1 t Well Casing Length 50' + / - Y N N/A 4FEEU L _\)Ca_EQ6 Absorption Field: Total length ft. �1 t� D Length of each trench AE-&-5-76 ft. la Av 2) 1T' EJ11 -E. 5` gta Depth of trenches 2_ ft. Size of Stone A - . ND—an LT, Seepage Pits: Number (�Size: x 6 B nc_ F 1 aL t-1 t.)E FP_em Stone Size: Pi in Size T e O E T© �T-Akk. 4-1 Building to tank L- N -1-14 �\L "VD ID+PO)L 01 Tank to Distribution Box 4" Z DRa` C_I-EfltJ C ot-AVRc-E Fq_t_ Distribution Box to Field/ Pit 4" PNc..To y" PAW �� �p f� 1 UtJ Opening Sealed: N End Cap Y Inlet/Outlet Pipes &Baffles —Y 'N Location/ Separations Foundation to tank 1 C> ft. Foundation to absorption ?I> ft. Separation of Pits f5/ Conforms as per Plot Plan _Y N/ Engineer Report and As-Built _Y N Location of System on Property: Front Rear Left Sic'Right Side Middle Front ,, Middle Rear S s to : Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc �,"- (1 o.e7 J Septic Inspection Report �� Office No. (518) 761-8256 Date Insilection re i I Code Enforcement Arrive: 3� a �;r'�+7� ''�`_ k-S6 _ Queensbury Building & �t��� 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: ,,.1 NAME: .1 r S toy-, . • IT NO.: C> S`LOCATION: 71 , L„-L-c2 ,e R I) NSPECT ON: V-7/CJ 7 RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. jLEptD° F o i� Lj 1 Length of each trench __ ____ft. ��IOt3 Depth of trenches ft. 1.61 V-V=rA -C V `►J Q� o Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y/ N/ Partial End Cap Inlet/Outlet Pipes&Baffles Y N Location/ Separations J ES-s F'1 ED DOE_ To oc00W 5 Foundation to tank 10 't' ft. �� Foundation to absorption ft. '�\ 0 t Q NbJE Separation of Pits ft. 1 It0A (? Conforms as per Plot Plan Y ► Engineer Report and As-Built Y--�N _}_ b'l5� tAD3 Fv_- 40tRID Location of System on Property: Front wear Left .e Right Side Middle Front iddle Rear System Use Sta Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No Cert. N! 7035 Cut-in Card No. Owner Location ) .. `/.. (-) as-Rrtc-- d Installation Consisting of....a�4?G'h?..s1k-- ,5 t� c` .t �v .,.(; . .. ..22c2 /Z cA.,2Ji?/zy% <. Installed By L?..:..%? „s.j.fz tt.�� �—� Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making inspections at any time, and if its rules are violated,the Company shall have the right to revoke this certificate. Date ' —C 3 INSPECTOR Member N.F.P.A.,I.A.E.I. ° -76/j i riti r N 0'0'' N Rough Plumbing I Insulation lnspecti % n Report Office No. (518) 761-8256 Date Ins ecton r ue ived: Queensbury Building &Code Enforcement Arrive: rt: t:. 742 Bay Road, Queensbury, NY 12804 Inspect° s In NAME: //af PE IT #: 0?-76-3 LOCATION: �2-P�l ^n-e 'P�(l. INSPECT ON: /i- c -0 . TYPE OF STRUCTURE: Y ' N /(A �i� Rough Plumbing�!� Ot\‘‘3 Plumbing Vent 1 Vents in Place i.dc -- t`b-- 7 1 '/z inch minimum Drain Size `f\O- . Washing Machine Drain 2 inch minimum \ �� Cleanout every 100 feet I change of direction —[ V'" Pressure Test 4-A Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ 0° S.I fo 15 minutes act)-- Qlation/ esidential Check/Commercial Check _ITyvek o Imilar Exterior Sealant Proper Vent, Attic Vent / Door/Window Sealed (No Insulation) ..,Ni �\le'—')�� � Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Z � ij � Duct work sealed properly/No duct tape \5 ev=0,,A.4b COMMENTS: ‘AEWO )'&.0t�� Pry A \-\ C 41Q- -. _5 NNz_L_ —T=R-- -- A Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection - •u- . - «: ed: Queensbury Building & Code Enforcement Arrive: r- �"1;4 - •art: /6" cam/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials NAME: 1-tck\ FY-) Gf DvP 11-#: O -1 LOCATION: 51 to L o zER*JE RDP0 I 'SPECT ON: 10 -Z�-- TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates M‘ SN THtaE Plumbing Vent/Vents in Place tbvE 4 ptc_v. coyiz 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum x�7 Cleanout every 100 feet/change of direction p a(E Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test p Water Supply Piping 'r t� `Air/Head �� `. 50 P.S.I for 15 minutes 1411110 •roper Vent, Attic Vent Duct/ Hot Water Piping Insulation 44, T If required unheated spaces , Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: 20C9-774 Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 7 -if /r(oiJa- Rough Plumbing I Insulation Inspectio Report Office No. (518) 761-8256 Date Inspection r- - -s a - .: Queensbury Building & Code Enforcement Arrive: ► CPA• gfrif art: 'd�0• 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: _ NAME: PE•' IT#: '`` ,, .._. LOCATION:,S-/6 ?f,r- € kJ INSPECT ON: r- TYPE OF STRUCTURE: 2- i:+3bV c v\t ) Y N N/A J Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain I Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping eadcirc2----(0'c\-- c_i_E,34-xt . ,��•�� - for 15 minutes _ - 'A'esidentiai Check 1 Commercial Checkiff �W 'rf ""'"' imilar Exterior Sealant thv,M©a46 �P.Ap / - c��°`A `" � , Attic Vent V p D t,Q- Door I Window Sealed (No Insulation) ✓ . 1, i (, Duct/ Hot Water Piping Insulation ‘N.C3•:%)E RE#e If required unheated spaces �o©AZ-_- Combustion Air Supply for Furnace Duct work sealed properly/No duct tape - E-� A,« .),-J COMMENTS: 4' 0� '(,)F Rough Plumbing insulation Report.revised Nov 17 2003, revised February 15,2005,revised January 7,2008 Rough Plumbing llnsuiation Inspection Report F Office No. (518) 761-8256 Date Inspection req. .�- )re ed: Queensbury Building & Code Enforcement Arrive: 2 tb a 117 %j- •art: L am/ 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 14 R`1'E C-,RCS\) P P IT #: 0421—i,5,3 LOCATION: tto 2 EROF__ ROB() I SPECT ON: ko -2:1-©s TYPE OF STRUCTURE: 7 Y N N/A Rough Plumbing / Nail Plates Plumbing Vent I Vents in Place 1 'A inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes ®� „mot .� � �°4.� ;_ • Proper Vent, Attic Vent Door/Window Sealed (No Insulation) 4416 `: Duct I Hot Water Piping Insulation If required unheated spaces `t Combustion Air Supply for Furnace • Duct work sealed properly I No duct tape • COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 0 - VV ki i- s • Rough Plumbing / Insulation Inspection eport Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart:91, —am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 0...t., � NAME: il, -'`�e 5 - PERMIT #: J LOCATION: 5-1 LJ7 e rk� - INSPECT ON: TYPE OF STRUCTURE: 5) (-7---- Y N NIA Rough Plumbi /Nail Plates nt/Vents in Place 1 Yz inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/VentV , Air/Head .\► ; 5 P.S.I. or 10 ft. above highest connection for 15 minutes . ' Pressure Test Water Supply PipingV , 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: �:` l�" �- 5 lam- ��.v� r Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 � � 7 -3 ( AJ �V rs Framing / Firestopping 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: i.41) NAME: *-7t-- PERMIT#: _f � LOCATION: ,-57(r? [ _r)Z !rf INSPECT ON: TYPE OF STRUCTURE: CY N N/A COMMENTS: teaming Attic Access 22" x 30" minimum V Jack Studs/Headers v/ 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 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft floor trusses • .:7: 's • -. or less on center Ice and water sh' ,Id 24 inches from wall _ _ ; •n1, 2, 3hour 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:1Building&Codes Forms-OLD\Building&Codeslinspection Forms Fram ng Fining Inspection Reporidoc Revised January 7,2008 ri-'aAj'Al) 1 Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ- M d: Queensbury Building&Code Enforcement Arrive: Vr- � --Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials 1 . NAME: *Vr4,1A.(1- I T#: L/ e ( S3- (6 LOCATION: C O �'Le PECT ON: TYPE OF STRUCTURE: �i ( f-'ci. r 4. 3 to ir (-A b L4 L Co menu Y N N/A Foot' Piers J k6\ Monolithic Slab Reinforcement in Place -ice C�,&1 The contractor is responsible for L..- 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 Waterproofmg 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\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518)761-8256 Date Inspection r ' - y -' ed:Queensbury Building&Code Enforcement Arrive: 1.,56 : .f pm i I part: Z..r c7 m J 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini ' NAME: c A' EA (goR 'ERMIT#: - !#5" LOCATION: LOT L L,rl Co L-t)lEgE RP INSPECT ON: 5—z —0S TYPE OF STRUCTURE: Comments Y N N/A Footings ` • Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. • Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place 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:\Building&Codes Forms\Building&Codes\Inspection Fcxms\FOundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM "ccy 14 er ►s b.7-ter) r i C Foundation Inspection Report Office No.(518)761-8256 Date Inspection • . `-«; ved: Queensbury Building&Code Enforcement Arrive: 1-4: : '�. � ' •-part 5;cO pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial • NAME: / _ ERMIT#: 06 -- /S 3 "/,;LOCATION� r - INSPECT ON: --0 . TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place ound ti am roofm Fo t' W g Footing Dra Day ight 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\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM e/y‘ej c:;, ' - ,-4a7 4 :, Foundation Inspection Report Office No.(518)761-8256 Date Inspc.9tion req ' i . v, Queensbury Building&Code Enforcement Arrive: rpb :y r p Depart: `�� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi. . Af Jc' NAME: ikt--.1e--- S .-� P ' I T#: &e. -------/c--- _:.) LOCATION: `>7 �fr E?-<'1'r1 ; KC / INSPECT ON: 6--2am,.--, 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 ho ing the placement ncrete. M 'als this purpo` on site. Foundation/Wallpo infor tin Pla *1ff/ Footing Dowels o Keywa 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\Inspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM A ) ' CZ- . /It 1 A-C-L--L-- Septic Inspection Report Office No. (518) 761-8256 Date Inspection req eiv . Queensbury Building &Code Enforcement Arrive: ..u•0' ' D ai pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi- NAME: /-4—(2 e_<, P. •MIT NO.: LOCATION: 51i c' r/1 %2c-1 , SPECT ON: / , RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal/ Well Water Waterline separation distance _ ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number -- Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: _Y_N End Cap Y N WV `4-1 .°\ Inlet/Outlet Pipes &Baffles _Y_ N Q c< <4'''' Location/ Separations — � -`C— Foundation to tank ft. Foundation to absorption ft. t/ • 4 Separation of Pits ft. Conforms as per Plot Plan _Y N Engineer Report and As-Built _Y i Location of System on Property: Front Rear Le ide Right Side Middle Front Middle Rear System Use S . •s .• oved .'artial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last re ' -• 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc L NACE ENGINEERING, P.C. 169 Haviland Road,Queensbury,NY 12804 Phone-518-745-4400 Fax -518-792-851 May 13, 2008 Project#46727 Mickey Hayes VIA FAX— 793-2638 Hayes& Hayes 385 Big Bay Road Queensbury,NY 12804 Re: Septic System -Lot#1 Luzerne Road Subdivision. Dear Mickey: The Septic system design for a new house on Lot #1. of your recently approved Luzerne Road Subdivision should be based upon the results of Test Pit #16 and Percolation Test #6 which were performed for the subdivision design. These tests are in the area proposed for the leach field which 1 understand will be on the north side of the lot and to the rear of the house. The results of these tests•vere: The results of the testing are as follows: Test Pit#16 Percolation Test 0 —9" Topsoil Stabilization percolation rate- 1"in 0 min., 50 sec. 9—24" Loamy Fine Sand 24—40"Fine Sand 40 — 73"Medium Sand No Mottling or groundwater observed Based upon these tests a modified soil system as detailed on Sheet S-7 of the subdivision drawings will b required. The design flow for this 3 bedroom residence at 110 gpd per bedroom requires 184 lineal feet of leach field assuming that the modified soil has a percolation rate of 10 minutes per inch. However, as req iired on the approved plans, we must perform a percolation test on the in-place modified soil prior t, construction of the leach field. Please call me if you have any questions. Sinccr:ly, FII lAnpy Thomas W. 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IND 21-71" FINE & MEDIUM SAND MOTTLING ATE: NICHES MOTTLING AT 65 INCHES WATER AT 6k #7 0-3" TOPSOIL #11 0-10" 4;' ' FINE SAND 3-17" LOAMY FINE SAND 10-24" LGi1,: ;AND 17-39" FINE SAND 24-46" FI WE SAND 39-58" VERY FINE SAND - SILT, COMPACTED 46-81" 41-7 IND 58-62" MEDIUM SAND MOTTLING AT-.., NICHES 62-68" FINE SAND r:" MOTTLING AT 67 INCHES #12 0-9" Thy, IL #8 0-4" TOPSOIL 26�676 Fl 4-19" LOAMY FlNE SAND FINE SAND #13 19-38" FINE SAND #13 0-9" T IND GRAVEL 38-64" VERY FINE SAND 9-22" LOAt, MOTTLING AT 58 INCHES 22-65" Fl BY CHARLES H. MAINE ON 6/7/06 PERO TEST INFORMATION E.' SHAW, NYSDOH - PT #1 - 1 MIN. 07 SEC. PT #4 - 0 MIN. 42 SEC. PT #7 1,-..-- PT #2 - 1 MIN. 17 SEC. PT #5 - 0 MIN. 50 SEC. PT #8 ('- \ C Q- \ PT - 0 MIN. 40 SEC. PT #9 �� X #3 PT #6 - O MIN. 50 SEC. Ai X� PT #10 ii `'"` = PERCOLATION TESTS BY :•.:::?:: a• ,:::r: -:•.-:.•:::::... 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MOTTLING AT 49 INCHES J1 MIN. 01 SEC. WATER AT 77 INCHES ti MIN. 14 SEC. #20 0-6" TOPSOIL 6-122" MEDIUM FINE SAND 122-136" FINE SAND (MOIST) 01\1141,14.r�r�,41i �‘ ',,,,,,.,�i�I�,,�/ #21 0-4" TOPSOIL �.�`� ',y��• . 4-121" MEDIUM FINE SAND $,A.: ' A/ENVIRONMENTAL 121-136" MEDIUM COARSE SAND (MOIST) = - R• .. :? ; iti EASEMENT WATER AT 136 INCHES _ A TEST PITS ( 18-21) BY NACE ENGINEERING ON 9/5/07 i' , \•+ 4 _,, ,,l WITNESSED BY DAN RYAN, VISION ENGINEERING -O. ` ; 4 4 �� PROPOSED 20 FT WIDE DRAINAGE EASEMENT ���- Om it t' 4'rg ; ;, f TO TWN OF QUEENSBURY :: - VIo CO M 0 � F � g N I 4 Al M x t.. a s. 7 b• :i : .<< : A .♦ Ai �1 �1 0 0 ' '' ' ' •' '' '' Y ''A'':Y::'.�.'A'.'::.'A'..::.Y:.:�A' ♦ :�'.�::.Y::: Y A K� t .A.. A'.'.:'A':.:h':: Y.::.A. .A:.. Y.: .:A.: . :.. :. . W z A� � � P .JSAMY § i A A i A A . 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Vim% �a oo '- 3 9%lc). % ciao CO o4 , v .. v111/ a� $ '0 U :i cr o% o O t o t ' yG) n� i '�'i 1 P a� .+ d O 4u`�y � +n t v, i ;\ °'s, o Q ve n Z t� % o .., 0 -11.tifi IA 01- tl) osi tia1v► v ri 0 TI), rIlk $ 7:.%.. st.) v*i1 f %A% '., VA A ,,..1 .i.1, . 91, :_, % .,,,i, 13, /141 Oil, ...A C) , Q ak Q® `..1 y O VCCA t o%' Vag 16606 o n N ft sip Svg igr 4 Avs. 34:0 -41 votato 7tivvv.,A.,_vl \ 0 scli:p. ga*---fskiall Avviivittt -vo \ lstittter 1), %wow, \ -, itiP % 0 N4 t1){3 Nti; Town of Queensbury• Building&Codes Enforcement Office•742 Bay Road■ Queensbury,NY 12804 DEEP HOLE/PERC TEST MOO it amain Request for Town Engineer Revi �' D i Property Owner: H/-yew ç/-,iiyes Phone: "Property Owner's / p Address: 4/`r, 4 6 ifCeifS ,6a ` 3 /1Ual .,val a, C Location of Test: LGt Z.?r y-e/�<( 5c,d el,17i*5 •-6 n Tax ID#: 3 456•(o—/ p l0 *Applicant's Engineer: iti,4-C f Dili,"„Te,Py,, hs Phone: 7f jf — 2--575— Applicant's Agent: G jyi C- fy re/' Phone: Additional Notes: 1 r-e5r /i'j 5 or V/y L./{/1 er in6150,J —,-,jr esitiA 7-5 1.Reason for Request? New Septic System Replacement/ Septic System Failed Septic System Subdivision Site Plan Review 2.Are Wetlands present? XI YES NO UNKNOWN *Note: Applicant is required to engage an engineer for design and testinq of the system. The Town Engineer's responsibility is to witness system testing only. PLOT PLAN: Plot plan, to scale, to be submitted with application FEE SCHEDULE: a. $ 200 Flat Fe Date Paid: `__-.,� Check No.: ��� b. OR Fee to be determined during Be Determin /` v i,K(2 Site Plan/ Subdivision review process SIG4� • In carrying out the provisions of Article IV, the Local Board of Health or the enforcement officer may engage the services of a qualified professional consultant for expert review and recommendation arising from the carrying out of the provisions of Art. IV, including but not limited to the review of plans, specifications and reports, attendance at inspections, dye tests, deep hole test pits, septic related deep hole and percolation tests, system installations, and any other aspect of any matter contained in this Art. IV, and any costs incurred in such review shall be paid to the Town by the owner of the property before any approval can be granted under this Art. IV shall become effective within 30 days of presentment of an invoice for same, whichever is sooner. Such costs shall not exceed $1,500 without prior written notice to the party to be charged with same. My signature below indicates I have thoroughly read and understand the instructions, agree to the submission requirements and have completed the application. I also fully understand that additional engineering fees may be necessary per Town of Queensbury Local Law 136-14D. SIGNATURE OF APPLICANT: Date: SIGNATURE OF AGENT: _ 1� Date: f—y—d7 Original (B &C File) Canary (Planning) Pink (Applicant) Gold (Town Clerk) COMMUNITY DEVELOPMENT Town of Queensbury 742 Bay Road, Queensbury, NY. 12804-5902 To: File 2008 153 From: MJ Palmer Date: January 2, 2009 -Re: Burn complaint Fire Marshal at this location today. Contractor was burning construction debris at the site. No dumpster visible at the site. GC advised further complaints will warrant a court summons and possible permit suspension. COMMUNITY DEVELOPMENT OFFICE •Animal Control 518.761.8202 •Building& Codes 518.761.8256 •Executive Director 518.761.8221 •Fire Marshal 518.761.8206 •Planning 518.761.8220 •Zoning 518.761.8238 • REScheck Software Version 4.1.3 Compliance Certificate Project Title: New Model Home Report Date:05/12/08 Data filename:Y:\Hayes Construction Group LLC\Colonial Model\CONSTRCTION DWG'S\Hayes-colonial.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Warren County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 9% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: Lot 1-Cedar Creek Lane Hayes Construction Ethan P.Hall Queensbury,NY 12804 395 Big Bay Road Rucinski Hall Architecture Queensbury,NY 12804 627 Maple Ave 518-792-9142 Saratoga Springs,NY 12866 518-580-1905 ephall@nycap.rr.com Compliance: Passes Compliance:26.3%Better Than Code Maximum UA:391 Your UA:288 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Raised or Energy Truss 686 38.0 0.0 17 Ceiling 2:Raised or Energy Truss 190 38.0 0.0 5 Wall 1:Wood Frame,16"o.c. 2010 21.0 0.0 102 Window 1:Vinyl Frame:Double Pane with Low-E 160 0.370 59 Door 1:Solid 18 0.300 5 Door 2:Solid 20 0.300 6 Door 3:Glass 18 0.370 7 Basement Wall 1:Solid Concrete or Masonry 1027 0.0 10.0 86 Wall height:7.9' Depth below grade:6.0' Insulation depth:5.0' Floor 1:All-Wood Joist/Truss:Over Outside Air 30 30.0 0.0 1 Furnace 1:Forced Hot Air91 AFUE Air Conditioner 1:Electric Central Air13 SEER 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 specificatio are in p i 'th this Code. _ it, A /2 mo ( 200B Name-Title 3 Signature Date sni a ,;*; t4� wmyFna Project Title: New Model Home Report date: 05/12/08 Data filename:Y:\Hayes Construction Group LLC\Colonial Model\CONSTRCTION DWG'S\Hayes-coonial.rck Page 1 of 4 REScheck Software Version 4.1.3 Inspection Checklist Date:05/12/08 Ceilings: LI Ceiling 1:Raised or Energy Truss,R-38.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. ❑ Ceiling 2:Raised or Energy Truss,R-38.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Basement Walls: ❑ Basement Wall 1:Solid Concrete or Masonry,7.9'ht/6.0'bg/5.0'insul,R-10.0 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. Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.370 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.300 Comments: ❑ Door 2:Solid,U-factor:0.300 Comments: ❑ Door 3:Glass,U-factor:0.370 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Outside Air,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:91 AFUE or higher Make and Model Number: ❑ Air Conditioner 1:Electric Central Air:13 SEER or higher Make and Model Number: Air Leakage: Li 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: Project Title: New Model Home Report date: 05/12/08 Data filename:Y:\Hayes Construction Group LLC\Colonial Model\CONSTRCTION DWG'S\Hayes-colonial.rck Page 2 of 4 Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. • Materials Identification: D Materials and equipment are installed in accordance with the manufacturer's installation instructions. O Materials and equipment are identified so that compliance can be determined. Li Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. a Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Li Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. 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. Li Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: O 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). Li The HVAC system provides a means for balancing air and water systems. Temperature Controls: u Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: O Separate electric meters exist for each dwelling unit. Fireplaces: • Fireplaces are installed with tight fitting non-combustible fireplace doors. u 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: u 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 pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: • Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: O 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. Heating and Cooling Piping Insulation: u HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: New Model Home Report date: 05/12/08 Data filename:Y:\Hayes Construction Group LLC\Colonial Model\CONSTRCTION DWG'S\Hayes-colonial.rck Page 3 of 4 ' 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 Insulation Thickness in Inches by Pipe Sizes Fluid Temp. 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: New Model Home Report date: 05/12/08 Data filename:Y:\Hayes Construction Group LLC\Colonial Model\CONSTRCTION DWG'S\Hayes-coloniaLrck Page 4 of 4 s 1 Code Compliance and Informational Sheet for Permit Use Queensbur ept. of Communi Project for: BP 2008 Applicant Name: 6'6 5141 Tax Map No. 3(.) /-, APPROV Lot# House # Application road, street MAY 8 2008 Lot Size: Mobile Home Park: Zoning Administrator Business Plaza: TOWN OF QUEENSBURY Planned Unit Dev. p4;--Subdivision: _ Phase/Section 5 .t_ 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 _ ner lot rule Prior to v.23, 1992approved subdivisions* (see note on back of form} tcse 2002,'April 9 g—t Road Name ' Setbacks Existing Required ! Proposed Difference Front 1 30 R 35' °f Front2 - N h ' Side 1 JuN Side 2 ,tA..1.:t0 K .R Rear 1 g-f O Rear 2 _ Shoreline Travel Cooridor Overlay Zone 1 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. ff.) 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 C Queensbury Dept. of Community Development 14114 to 0 0 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 comer 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. Review Type File No. Action Resolution Date Zoning Board of Appeals Planning Board Town Board v�� Check List Wl6es No Recreation Fee Paid Engineering Fee Paid Site Plan Maps on File Subdivision Mylar Signed and 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 I,Review=.• •y St D t Notes Town of Queensbury