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2004-862 iA TOWN OF QUEENSBURY wir-1742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20040862 Date Issued: Tuesday, October 25, 2005 This is to certify that work requested to be done as shown by Permit Number P20040862 has been completed. Tax Map Number: 523400-289-017-0001-045-000-0000 Location: 145 BIRDSALL RD.,OFF Owner: WALLACE & KATHLEEN HIRSCH Applicant: WALLACE & KATHLEEN HIRSCH This structure may be occupied as a: Fireplace By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the r property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FON Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040862 Application Number: A20040862 Tax Map No: 523400-289-017-0001-045-000-0000 Permission is hereby granted to: WALLACE & KATHLEEN HIRSCH For property located at: 145 BIRDSALL RD.,OFF 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: WALLACE & KATHLEEN HIRSCH 49 COOLIDGE Ave Fireplace QUEENSBURY, NY 12804 Single Family Dwelling $275,000.00 Total Value $275,000.00 Contractor or Builder's Name / Address Electrical Inspection Agency Plans&Specifications 2004-862 2142 SQ FT SINGLE FAMILY DWELLING $257.04 PERMIT FEE PAID -THIS PERMIT EXPIRES: Tuesday, November 29, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town f Que d M i , . /` : ,mber 29, 2004 ... SIGNED BY ‘, for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761.8256 A permit must be obtained before beginning construction. Permit File No. 0 ►r No inspection will be made until applicant has received a Pee Paid . AV si- -5 valid building permit. All applicants' spaces on this application must be completed and must appear on the Rev.Pee P $ application form. Reviewed y:,y (� Applicant: i'i 41 Yit r c ch Owner: �4 Address: /inn �/'e „� Address: ,/ 6/,pnr fa Ps Phone#( a ')-29,,3- A9,2 I/ Phone#(._._.) - Property Location: Lot N ber: / House Number i to / „rL q// � Subdivision Name: Cur,) J / Al V Tax Map Number: et • i'1- i- 1 New Building: residence commercial Estimated Market Value of Construction: $ / kS 6 u p O Addition: - --. commercial i If O Alteration: residence/ commercial Addition,what will use o£new addition be? O No change to exterior size: residence/coral to Other work(describe ) ' Check Below OCCUPS.11cyl.B.formation 1"Floor 2"Floor Other floor Total sq.ft. sq.ft. sq.ft. Square Peet ba 5efic X Single& 4iroily dwelling /6 a 50 Z. v t • a Two family dwelling o Townhouse ' O M y dwelling #of units O Office OCT ? 8 M4 O Mercantile in Maas ,, O 1 car detached e O 2 oar detached F� 3 car detached e O 1 car attached ge O 2 car attached e O 3 czar attached O Storage building- commercial O Storage building- residential O O er What is the proposed height of the structure 3,2- feet c0 WI tiz Will any second-hand or inches ungraded lumber be used? If so,for what? Jlio Type of Heating System: electric/ oil / '�..___--�, gas/wood / orced?aot / baseboard/other: Number of&lama to be installed 1. Number of Woodstoves to be installed List below the s erson p ()responsible for supervision of work as regards to building codes: Name Address Builder ' Av; 1= Phone Number Plumber ��,r=rc, 1� n h ��► ��, r ���- — �- _Mason �Sr f Ala(1.,r) n oULi OC ‘,Jai,ohi e- t2.4 S,! F _ n_.. Electrician ( li 70 A c e 1 1// Jed Qa-ee nvI 1 i:3 --� y Declaration: please sign below after you have carettilly read the statement To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Build ing Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied •with,whether specified or noted,and that such work is authorized by the owner, Further,it is understood that I/we shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or ctor of Building and Codes,anAs Bullt S#rj ,by a licensed surveyor;drawn to scale,showing actual location of all co on., Signature: owner,owner's agent,architect,contractor A _ Application for Permit.—Septic Disposal System Town of Queens/my 742 Boy Road Queenzburv, NY /2804 (518) 761-8256 1 c_�4.- ' ,43A 1. OWNER INFORMATION: Office Use Location of installation: Birdsall Road Ext. / } File Permit No.D L ' 3N,.„ Tax Map No.28947 / 1 / 44 & 45 • Fee Paid Owner's Name: Wally & Kate Hirsch Address: 49 Coolidge Avenue, Glens Falls, NY 2. INSTALLER'S NAME : Ellsworth Excavating PHONE NO. 792_0150 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate 11 bedroom(s) and multiply II 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 3 x 110 gal/bdrm = 330 Garbage Grinder Installed yes / no X Spa or Whirlpool Installed yes / no X • 4. PARCEL INFORMATION: (circle applicable information & indicate measurements) Top9gfjphv Soil Nature Ground Water Bedrock or impervious_Material Domestic Water Supply Nat five h at what depth at what depth municipal Rolling wn 6+' feet 6+' fret well Steep slope clay if well; water supply 5 %slope other from any septic-.system • depth: 6+' absorption is 100+11. other Percolation Test: ('1'o be completed by licensed professional engineer or architect)R• ate: 5-10 !!mote per inch 5. PROPOSED SYSTEM: For New Constnictiun: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning I3oard 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: 1000 gallon (mint. size 1,000 gal) Tile Field: each trench 50 ft. Total System Length:_ 400 Seepage Pit(s): number of N/A size of each: fi. by• fl. Size of Stone to be used: It N/A / depth or thickness feet Bed System Size: N/A x • Alternative System: N/A length and/or size 6. HOLDING TANK SYSTEM: (if required) N/A Number of tanks: / Size of each: gallons /TOTAL Capacity gallom Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON (please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the owl o Qyeensbury Sanitary Sewage Disposal Ordinance. V. / te.//C/0 Sig atu of responsible person Date Fire Marshal's Office Town of Queensbury,742 Bay Road,Quecnsbury,NY ` (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances Q-U)- q _` (\ Date /d ,. �' , 20 0 Permit No. Application is hereby made to the Building& Codes Office for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information a (circle appropriate words) Name: Stove: wood coal pellet gas �h,i �;`;��( c t t"t Fireplace insert 1 Fireplace, factor built: wood as Address: �`� �))(, ;_�1 t,�; p Y- g Fireplace, masonry: wood gas Furnace: wood gas oil Phone: 7'i - l x t j If non-masonary applicance,please provide Owner: ')i)) 11 Manufacturer Name: Address: t Q> w,<< :�t. Model Number: Chimney Information Phone: ' ' a t f (circle appropriate words Masonry block brick stone Flue tile steel size: inches Exact Address: of construction or installation Factory-Built Manufacturer name: Model Number: Note: Listed By: ^Number: -_ Construction/Installation must conform to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding required inspections. Double wall / Triple wall / Insulated / Direct venting Chimney Liner Csasshter"Ai r.Z cpsartmeurat—XICOMITIMIL o1 Que tiarbuzy, PTew Yorlkr— Fire Marshal Code# $Collected $Refunded Received from (refunded to): m } tlC `E tb " address: — _— -- A 173 3389 (190) Public Safety ,, , A 233 2655 (230)Minor Sales t DATE: ` E6 • ) J ,, - Tw*v c oti Dy. White(Applicant) / Green(Fire Marshal) / Yellow(Bldg. Dept.) / Pink&Goldenrod(Cashier's Dept.) 1 4 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: p aY 05 NAME: al r2S C i+ LOCATION: J-' cB,-4 --- PERMIT#: CoO 6 D- Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of y Community Development. Upon review the survey has been: Craig rown,Zoning Administrator {-f of c. OV 6arag.t tl oT Notes: RECEIVED Kr 2 4 7005 TOWN-OF QUtENSBURY ZONING OFFICE )4S4-40). 3 eit-44de --., XrdavV65 L:\SueHemingway\Building.Codes.Inspection.FORMSWinal Survey Zoning Administrator.doc A-VaT°M. • Queensbury Building & Code Enforcement - Resi• -ntia inal Inspection Office No. (518)761-8256 Arrive: • pm II,.art: a Date Inspection request received: Inspector's Initial : NAME: \ \\`c jg . t4 IT#: lJr 4 --��9.LOCATION: Jrc3 ,ak1\ • •TE: e-9 {JS TYPE OF STRUCTURE: Comments V 1 N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake I/ 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Vi CV— 0 Guard 30 in.or more @ stairs,decks,patios ,// Guard at stairwell at 34 in. or more d \ Guard at deck,porches 36 in.or more ,// Exterior Finish Complete �/ Interior/Exterior Railings 34 in.to 38 in. J 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 .I/ 6 inch clearance to sill plate ,/// Gas Valve shut-off exposed/regulator 18"above grade J 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 _ J / 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 J Interior Smoke Detectors: j Every level: J / Every Broom: ✓Outside every bedroom ea: Inter Connected: / Battery backup: ✓ i Carbon Monoxide Detector / Bathroom Fans,if no window ii Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf ,I Emergency egress below grade c: c L� �Y�1i C_--,3� Basement stairs closed rise>4 inches I Garage Floor Pitched J/ R P Garage fireproofing/'/4 hour fire door/door closer Duct work Sealed properly ! _ L Gas Logs in Sealed or Glass Enclosure s/ ��ii-��� � �� J� � Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area II Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq. ft.vents TA ,:\� v_����cE Building No./Address visible from road Final Electrical I �o \ Site Plan /Variance required f jj c Final Survey Plot Plan .1.0 , 4 ` ` �LAt , --u3 As Built Septic System/Sewer Dept.Inspection Sticker � Flood Plain Certification, if required C�Lis<14), ,_/ 1 OL Okay to issue C/C or C/0 [Temporary/Permanent] Y L:\PamW\Building&Codes\Inspection Forms\Res, Final Insp. form 2.docLast printed 2/12/04 1 14'#$1 Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 ;fA Factory Built Gas Fireplace/Stove Inspection Report Notice: New York State requires that all UL Listed,factory built appliances be installed according to the instructj6ns and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manuflteturer's instructions or specifications is allowed. �• Permit# d A_1 11 Schedule Inspection )(1'/ Time m ytime yIIapector /i Name \t\\ 1h5 C\ Address 1 LAC B i,44,l�, Rough In^Final Id Appliance Manufacturer_ l(nt ` tom'CP c Model# IQ 00 v P �f Direct Vent Factory Built Chimney \ Flue Size blip Double Wall Triple Wall Insulated Dj l/ r Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) Firestop(s) Vertical Chase____ Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension (if any) /)( Mantel Height above f/p opening /l Witness Operation \ Tank Placement(if LP) White-&dldin;Dept. diow-Coutfa er Pink-Fire Marshal Queensbury Building & Code Enforcement - Residenti. - inal Inspection Illi _ ...- fice No.(518)761-8256 Arrive: • pm ►epart: Date Inspection request received: — Inspector's Initia .: 1. \\ \ _�[ l'4 • r IT#: LOCATION: \ cj )S AL� 4 • to • TE: TYPE OF STRUCTt7R (it 3-0 _ Comments Y N N/A ^ ' Chimney Ht./"B"Vent/Direct Vent Location 1/ + / / - / ,Fresh Air Intake */ 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in. or more @ stairs,decks,patios ,(, Guard at stairwell at 34 in. or more ✓ Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. i , Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum V2" I Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall � `OV_� ate \\_ 6 inch clearance to sill plate / Gas Valve shut-off exposed/regulator 18"above grade N/ TDt\ ©V J �, /5 %%� Gas Furnace shut-off within 30 ft.or within line of site , J Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating �/ Low water shut-off boiler J Relief Valve(s)installed/Heat Trap/Water Temp 110 J Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertightJr Safety glazing/Win ow in stairwells safety gla 'rigInterior Smoke De ctors: Every level: i ery Be oom: Outside every bedroom ea: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans,if no window Plumbing fixtures N.\/' Foundation insulation / --- - ? -�c---A-'l0 E V- F1 Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade \ ._1.1 0 \ 1,e v) \i• t-' -- (7 Basement stairs closed rise>4 inches Garage Floor Pitched / `�` Vs- ����\--KIN �``�� i'�,US� Garage fireproofing/34 hour fire door/door closer ,/ I Duct work Sealed properly C•\) >�\ % 1Z rV Gas Logs in Sealed or Glass Enclosure ` p Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area � ,.,Qt. , F-+`1 Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq. ft. vents Building No./Address visible from road Final Electrical \ ' `�\ � �M ter' Site Plan /Variance required • \ v 0s� '11- 0 Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker J Flood Plain Certification,if required i ..-- t---N-- \\,.\._ ....14. -ct...1*.isi Okay to issue C/C or C/0[Temporary/Permanent] kta ,6k.l .Q E_\i L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INCor Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL ., 'ermit No. � Cert. No 89567 Cut-in Card No ` /' . )wner /.-5 _ocation ! 5- ' 1' 9 S 4 /Zi2- 17 nstallation Consisting of. ,w¢--1f1`ell- 041.1/°t71' a")172 ,.5 "°f iattur nstalled By A ! 77 ,6c-t Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is ;ancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the ntroduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makin inspections at any time, and if its ules are violated,the[Company shall have the right to v e this e icate �`)ate -0 ,?' INSPECTOR Member N.F.P.A.,I.A.E.I. Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: ` Queensbury Building&Code Enforcement Arrive: am/p dart: 1 t /5 r r` am/p 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ` — NAME: k6C- PERMIT NO.: Off LOCATION: (12>;7 /}--c R) INSPECT 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. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _N 0/0 7 - Engineer Report and As-Built Y_N �L� Location of System on Property: akutei-e- go-/e ��C Front Rear Left Side Right Side CC-/(CSC/<- Middle Front Middle Rear System Use Status: pproved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 I 4, 'Z - ,6 Septic Inspection Report / Office No.(518)761-8256 Date Inspection request received: / Queensbury Building&Code Enforcement Arrive: am/pm Depart: r1m/p 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: (Lv NAME: //i c4c. PERMIT NO.: ©_ 6' LOCATION: 4`j 2p 54-e-c /C.0- INSPECT ON: '•..__.- RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water l -# /6))4. %s --- k Waterline separation distance ft. Well separation distance ft. P% -n cx(C - b (KOther wells: ft. Y" Absorption Field: Total length 1_ t)N i i IBC,Jv Length of each trench ft. Depth of trenches ft. Size of Stone /Ai,�Lyjeq-i le 5q' Seepage Pits: Number Size: x Stone Size: Piping Si e Type Building to tank 1p `e7 Tank to Distribution Box In tI Distribution Box to Field/Pit c.' o lzG�-- -bc,\ Opening Sealed: Y/N/Partial °' End Cape Location/Separations Foundation to tank f � 4.5-60 (�`� Foundation to absorption _ ft. G. - Separation of Pits ft. Conforms as per Plot Plan Y Engineer Report and As-Built LY__ PRd Vt Ur .:( 4-1- • 4:31< Location of System on Property: /tk-.d Fit)A « - Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: (Approved artial Approved and needs to be re-inspected,please call the Building& Codes Office Disapproved Last revised 1/6/05 0 '.-- / / Septic Inspection Report f,7 Office No. (518)761-8256 Date Inspection request received: 7 ? 0'� ! Queensbury Building&Code Enforcement Arrive: am/p�},,fPepart: ( �"*"-am/pm 7 ` B,ay Rd., Queensbury,NY 12804 Inspector's Initials: V/� NAME' Ell �^��� 1/� �c� PERMIT NO.: ,, CO 4 15 1G -- t LOCATION: 1415 1,4.4-6,e --C-- INSPECT ON: -i 7/9/2 a J RECHECK: Comments and/or diagram Soil Type'San /Loam/Cl. Type of Vv r: Municipal/ ell Water Waterline separation distanc. ft. Well separation distance ft. j` Other wells: ft. (_./V Absorption Field: Total length ft. ti FF t L;7 (€,- eC c c6-L_j (p.vc69 Length of each trench �—ft. Depth of trenches ,,f_l___62 Size of Stone l,.viet t-7/ Dx 6,15 CO'cAK kC,2 4 T lj/0 c�-5 O(- Seepage Pits: Number � Size: x b_ i L:C..p A)©j iL? iz /`c 4" Stone Size: / Piping Size Type Building to tank Tank to Distribution :•. 2-1‘ Pr G eP R C& k 1 a Distribution Box to F' d Pit 9 r s 6cio 2-0 Opening Sealed: Y V artial / End Cape 6:v9 LodV C S 1 P15 Act- le F-t-CC--S Location/Separations ®N .-t7 �e e--e . /1)4'i° Foundation to tank ft. Foundation to absorption _ _ft. Separation of Pits ft. Conforms as per Plot Plan y_N �,� Engineer Report and As-Built V Y N Or) jeQ to' C� i4 5_ e v>c r to/ Location of System on Property: A eP4604 L— Front Rear Left Side Right ' e- C.6), o cc " ' A'E 4 ".ke. 6oi Middle Front Middle Rear .-ru, S .-- l0.4.L G System Use Status: Approved rtial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque = ei :: Queensbury Building&Code Enforcement Arrive: . p �epart: �D JS 742 Bay Road, Queensbury,NY 12804 Inspector's Initia -: - NAME: t4‘g PERMIT #: LOCATION: ‘(zp5 PA.X._ R.7) INSPECT ON: Li TYPE OF STRUCTURE: • Y N 1 i lA PVC: R-1,R-2,R-3,R-4 Drain/Vents V + L.O t-kV Cast Iron, Copper Drain/Vent/Comm. F�� � C_D � Plumbing Vent/Vents in Place � Rough Plumbing/Nail Plates ✓ "1c) 1IG ` , h'i M 1 'A inch min.. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Copper Commercial �oQ�� Cooper,CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.lnspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request ece' - -1: Queensbury Building & Code Enforcement Arrive: `�=Z a m •epart: k VD •m 742 Bay Road, Queensbury, NY 12804 Inspector's Initi : - NAME: \--A `�C.Cf--\ PE' IT #: r�� LOCATION:vu5 rc) 5 � \ c) INSPECT ON: _ TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates I 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 / I Pressure Test V A'/Dr in Vent ad Y // cii5 P . D ft. above highest connection for 15 minutes ressure Test Water Supply Piping Air/ Head 5 .S.I for 15 minutes sulation / Residential Check/ Commercial Check \51- Proper Vent, Attic Vent ✓ �"4:`'V tv Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly J No duct tape COMMENTS: L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 .2'Wr-V4C Framing / Firestopping Inspection Repo 1 —/ )\ Office No. (518) 761-8256 Date Inspection req t re ed: Queensbury Building& Code Enforcement Arrive: a m depart: 12j50 pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: 5` , S PERMIT#: 0 ice, LOCATION: INSPECT ON: 10-S TYPE OF STRUCTURE: IP Y N N/A ry framing f COMMENTS 0. 1/ Jack Studs/Headers — I k3 5 T,R_k_. ' - 6 Bracing/Bridging c t- ,,R— -Z�5T b d F V5�LLo Joist hangers it Jack Posts/Main Beams — AWf.-1/4(3;� -3r--L C.l CSW Exterior sheeting nailed properly t"�5 Tc 12"O.C. i D f-k b Headroom 6 ft. 8 in. Stairwells 36 in. or more Ci E,Ec.VL 41`C g e_ \3.E tw._\ Headroom 6 ft. 8 in. C6‘i.. TS 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 2, 3, 4 hour / Firestopping — / +D� kZ _ — Penetration sealed 1� h Y.{._ ` 16 inch insulation in cavity min. �+42� Fl.�b�—� Garage Fire Separation House side 'A inch or 5/8 inch Type X Garage side 5/8 inch Type X -� *V)v.... .se_....s Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade 1 D \ C� \ t h S \ E. )1. _ -a p __ \ Au�� �t L:\SueHemingway\Building.Codes.lnspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Town of Queensbury Fire Marshal � �AlitAr742 BayRoad / Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is allowed Permit# " " y^, Schedule Inspection ) )j43 Time I am (P; nytime Inspector r ' T Name ,r1 f n5 c-tl Address -/c B;nryitt L Rough DecFinal Appliance Manufacturer 4 'lA-t t" " 't-0 Model# La C� �t Direct Vent Factory Built Chimney Flue Size Li Double Wall Triple Wall Insulated t)K.I" 4 5— Yes No N/A Comments Floor Protection �(' ,,;s; ���,c� � Ll:"c -lcc.x ticv Clearances to Combustibles (all sides) , 712, YY /, ( Firestop(s) Vertical Chase Walt Penetration *` ‘Qt ./‘-t c", c) r-S4 LL f I'Jt kr Vent Clearances to Combustibles '' C v.? r �r eAte-/ 1 S' Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve 6, tid• � C'C' 1 e\NC 5;1�=� I NJ b AS s Combustion Air Hearth Extension (if any) X Mantel Height above f/p opening Witness Operation Tank Placement(if LP) White-Bedding D ing De Yellow-4`aetmur Pink-Fire Maraud Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection r-. ag,, cei -d: 0 Queensbury Building&Code Enforcement Arrive: " `* •*.24epart: c a 742 Bay Road, Queensbury, NY 12804 Inspector's Initi. , *r'S' 64— NAME: PERMIT#: a; ' LOCATION: ��L� / /�.,,!I,_r 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. .4).) 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 e and snow eld 24 inches from wall , Fire separation 1, 2, 3 hour yyy Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation / House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X ,( Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report 9----//' Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building&Code Enforcement Arrive: am/p e art: pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:�`� NAME: \ JA'1 PERMIT#: LOCATION: b‘ ‘-C)S ac,\"\ INSPECT ON: dr giv—CS 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. '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 /� ) /11 Ancho olts 6 ft. or less on center `Q 1/ / e 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 'V2 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:\SueHemingw•ay\Buitding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report ` (ROO'C‘ Office No. (518) 761-8256 Date Inspection re uest -d: ) Queensbury Building&Code Enforcement Arrive: in/pm Depart: t vpp 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia • NAME: RMIT#: 0 - t LOCATION: 1l5 or S c, SPECT ON: ) — TYPE OF STRUCTURE: C Comments Jc'/1C Y N N/A Footings_- Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab _ Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:SueHem ngway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 \Z-1up - Z` co Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: aml C.�Depart: // / 1n m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials:v NAME: l g6C_AA PERMIT#: LOCATION: ____VDN R()/- al Rr)R a INSPECT ON: :1- TYPE OF STRUCTURE: Comments Y /LT N/A /Footings Piers • Monolithic Slab Reinforcement in Place V7 The contractor is responsible fo • providing protection from freezin for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place r Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval + Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. 1 L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 -A ) Cit)(-Thti ) C a ' 1-4-1.A.ZCO) • „... r4 0 P C.: N VETOER WINDOWS AHOUL1086 4194130141 SCHEDULE SIZE(FLO.) Orr HMI'TYPE WINCOW TYPE DAY 4 1GRI EGRESS AREA 1 FGRFSS WIDTH EGRESS HEIGHT 1 NOTES W11001 FIECIPIT I_ 2 CA 183E12 CASEMENT 43- 36- 1 it/6 Sri Ft 2495g.FL I 1 1_26- 1 CA2936.2 CASEMENT- SR r 42- i 10.16 Sg.ft. 4.01 S01 Et 115.75- I-37AV 1 DH 3812 f'S3URI F HUNG 46' 40 SINr i 7.72 SCI.FN, 4.49 Sg.EL 4.79- . OH244E DOUBLEHUNG 30 145gH 4.06 Sg 2 ONMI02 DOUBLEHUNG r 4.41 Su.Ft 733.811- 3 -:1,- 1111 30416 DOUBLE HUNG 3s' 1 eta sem- ;To_74 34.FL 592 SO,Ft 33 SV 24.79" _ -.- 3 I OH J0410-2 DOUBLE HUNG 75 1/2- 69 Sr I 21_40 Sg.Ft. .592 Sg.FL 31.8V ------ 4.7sr -- L — , ...1._1_ GA 71350-2 CASEMENT I OW 1 car 1 1794 Sg.Ft. I 6-25 Sq.FL 21_26- ;55 88*--- -- 4 1 Dit 30310 DOUBLE HUN 38•G r1 48 5r8' 1-T -1- 7.47 Sq.Ft — Sq.Fl 3.3_0(r i IS 7SC i 4 i TRAY GLASS DO. FIXED CLASS 2.0. SPECS.TORE FRG-men ON FINAL DRAWINGS 1 4 1 BASEMENT AWN AWNING sr I 16- INA_ I*A A 'NA riA I NI'OTHERS -- DOOR SCHEDULE — ,._ —r- I i SILL ROI I. CIFIY1 LW TYPE DOOR TYPF I DAY MILT I EGRESS AREA EGHF.Z.5 1V1DTFI 1 EGRESS HEIGHT NOTES WIDTH [ HEIGHT -1 .A 1 1 3064 F6PW/2FGSL— 1 IBERGLAS5 St.114- 41 a4- 60 Szt Ft 192 Sg.Ft. I 35' I 79" 1 s PANEL WY 2 HILL GI&SS SIOE1.IGHTS .. .._i 3066 S6P 5 TELL LI I KY 34 IQ- ! %I 314- N A. 16_2 Sg.El. 3.7 7.3* --(-- 1 5 PANEL -- 1 I 3068 SEL STEEL.ENTRy 36 1f2' I 5 I 314" 44ISiv.FL 16.7Sry.11. ;35' 79' I 2 PANEL 51-LITE . _ 1 5066 SPD I HINGFC PATIO I /2' 1_ 80 21.51 Sg Ft 1 ISE7 Sq.Ft 31,68F 76 lir 1 -_ 11 8046 91.D L StIONG PATIO HA' ' ' I R. 1L , NA NA Sq FL Hit Sq. NA' NA' —1Y OTHERS . — _ IA ai 0 in .0 ci 1. 0, 0 7-1 •-•1 ,.., 0 I-I WINDOW SCHEDULE • Job Site/Address: Date: Owner: Application No. Window Window Window Unit or Rough Rough SQ.FT. SQ.FT SQ.FT. Clear Clear Special Hardware Number or Manufaturor Model/Type Stock Openin Opening GlassNis Egress/Cle Opening Opening or Instructions Letter on Name Numbe g Height ible Vent ar Width In Height Plan Call Width Light Opening Inches In Inches Size Example Entry • A Andersen Narroline 3062 3' 2 6'5 '/: 15.30 8.36 6.01 34 24 15/35" Tempered Double 1/3" " 11/16 Glazing Hung C:\Documents and Settings\Sue\Local Settings\Temp\Window Schedule.doc ) 0LI- 8Co ��';` T , 8 71.;O4 Permit Number REScheck Compliance Certificate Checked By/Date 2000 IECC REScheckSoftware Version 3.6 Release 1 Data filename: C:\Program Files\Check\REScheck\Hirsch.rck f PROJECT TITLE: Wallace&Kathleen Hirsch CITY: Hudson Falls STATE:New York HDD: 7635 CONSTRUCTION TYPE: Single Family WINDOW/WALL RATIO: 0.29 DATE: 10/15/04 DATE OF PLANS: 10/15/04 PROJECT DESCRIPTION: Wallace&Kathleen Hirsch Birdsall Road Queensbury,N.Y. 12804 Warren County DESIGNER/CONTRACTOR: D.Rice Lincoln Logs Ltd. COMPLIANCE: Passes Maximum UA=414 Your Home UA=377 8.9%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 360 38.0 0.0 10 Skylight 1: Wood Frame:Double Pane with Low-E 6 0.330 2 Ceiling 2: Cathedral Ceiling(no attic) 336 38.0 0.0 9 Skylight 2: Wood Frame:Double Pane with Low-E 6 0.330 2 Ceiling 3: Cathedral Ceiling(no attic) 678 38.0 0.0 18 Ceiling 4: Cathedral Ceiling(no attic) 408 37.0 0.0 11 Skylight 3: Wood Frame:Double Pane with Low-E 6 0.330 2 Wall 1: Wood Frame, 16"o.c. 662 25.0 0.0 21 Window 1: Wood Frame:Double Pane with Low-E 100 0.330 33 Window 2: Wood Frame:Double Pane with Low-E 119 0.300 36 Window 9: Wood Frame:Double Pane with Low-E 56 0.330 18 Wall 2: Wood Frame, 16"o.c. 192 27.0 0.0 7 Window 3: Wood Frame:Double Pane with Low-E 42 0.330 14 Window 4: Wood Frame:Double Pane with Low-E 12 0.330 4 Wall 3: Wood Frame, 16" o.c. 673 25.0 0.0 29 Window 7: Wood Frame:Double Pane with Low-E 111 0.330 37 Door 2: Solid 21 0.070 1 Wall 4: Wood Frame, 16" o.c. 452 25.0 0.0 20 Window 8: Wood Frame:Double Pane with Low-E 58 0.330 19 Door 3: Glass 21 0.070 1 Basement Wall 1: Solid Concrete or Masonry 400 0.0 24.0 12 Wall height: 8.0' Depth below grade: 0.0' Insulation depth: 8.0' Window 5: Wood Frame:Double Pane with Low-E 42 0.330 14 Window 6: Wood Frame:Double Pane with Low-E 42 0.330 14 Door 1: Solid 21 0.070 1 Basement Wall 2: Solid Concrete or Masonry 400 0.0 14.0 19 Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Basement Wall 3: Solid Concrete or Masonry 320 0.0 24.0 11 Wall height: 8.0' Depth below grade: 6.0' Insulation depth: 8.0' Basement Wall 4: Solid Concrete or Masonry 272 0.0 24.0 10 Wall height: 8.0' Depth below grade: 5.0' Insulation depth: 8.0' Basement Wall 5: Solid Concrete or Masonry 48 0.0 24.0 2 Wall height: 8.0' Depth below grade: 0.0' Insulation depth: 8.0' Furnace 1: Forced Hot Air, 85 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 RES checkVersion 3.6 Release 1 (formerly MECchec/0 and to comply with the mandatory requirements listed in th RES ch klnspection Checklist. Builder/Designer i -' Date %U/ ' `X I/ �,tohani1EWt t WW1 , k • REScheck Inspection Checklist 2000 IECC REScheckSoftware Version 3.6 Release 1 DATE: 10/15/04 PROJECT TITLE: Wallace&Kathleen Hirsch Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling(no attic), R-38.0 cavity insulation Comments: [ ] 3. Ceiling 3: Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: [ ] 4. Ceiling 4: Cathedral Ceiling(no attic),R-37.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall I: Wood Frame, 16" o.c.,R-25.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 16" o.c.,R-27.0 cavity insulation Comments: [ ] 3. Wall 3: Wood Frame, 16"o.c.,R-25.0 cavity insulation Comments: [ ] 4. Wall 4: Wood Frame, 16"o.c.,R-25.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0'ht/0.0'bg/8.0'insul, R-24.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] 2. Basement Wall 2: Solid Concrete or Masonry, 8.0'ht/7.0'bg/8.0'insul, R-14.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] 3. Basement Wall 3: Solid Concrete or Masonry, 8.0'ht/6.0'bg/8.0'insul, R-24.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] 4. Basement Wall 4: Solid Concrete or Masonry,8.0'ht/5.0'bg/8.0'insul, R-24.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. [ ] 5. Basement Wall 5: Solid Concrete or Masonry,8.0'ht/0.0'bg/8.0'insul, R-24.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. 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: [ ] 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 3. Window 9: 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: [ ] 4. Window 3: 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: [ ] 5. Window 4: 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: [ ] 6. Window 7: 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: [ ] 7. Window 8: 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: [ ] 8. Window 5: 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: [ ] 9. Window 6: 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: Skylights: [ ] 1. Skylight 1: Wood Frame:Double Pane with Low-E,U-factor: 0.330 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: [ ] 2. Skylight 2: Wood Frame:Double Pane with Low-E,U-factor: 0.330 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: [ ] 3. Skylight 3: Wood Frame:Double Pane with Low-E,U-factor: 0.330 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ] Yes [ ]No Comments: Doors: [ ] 1. Door 2: Solid,U-factor: 0.070 Comments: [ ] 2. Door 3: Glass,U-factor: 0.070 Comments: [ ] 3. Door 1: Solid,U-factor: 0.070 Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 85 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 181 A or UL 181 B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] 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. [ ] 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. 7 Table I: 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) GENERAL.NOTES: G-1) SURVEY k MAP INFORMATION PROVIDED BY DAVID J. BOLSTER, LICENSED LAND SURVEYORS, ENTITLED "MAP OF A SURVEY MADE FOR WALLACE R. A KATHLEEN S. HIRSCH." SURVEY DATED DECEMBER 16, 2003. APPROX. LOCATION OF NOT 12 � APPROX, LOCATION OF \N DINEEN RESIDENCE _ DINEEN RESIDENCE 01 EXISTING 'HELL; PER •��` FIELD OBSERVATIONS WASTEWATER DESIGN INFORMATION: j 164 DESIGN RA4 NEW YORK STATE DEPARTMENT OF HEALTH TOWN OF OUEENSBURY NEW WATER SUPPLIES TO HAVE MIN, 5D' OF GROUTED CASING AND BE LOCATED 100 FT. MIN, FROM PROPOSED WASTEWATER DISPOSAL SYSTEM. / I \ `♦ N NO KNOWN EXISTING POTABLE WATER SUPPLIES LOCATED WITHIN 150 FT. OF PROPOSED WASTEWATER / / \ DISPOSAL SYSTEM. / \ DESIGN FLOW 3 BEDROOMS X 110 GPD/BEDROOM - 330 CPD )I / (INSTALLATION OF WATER SAVER FIXTURES THROUGHOUT RESIDENCE REOUIRED, NO GARBAGE \ GRINDERS OR SPAS/ HOTTUBS CONNECTED TO WASTEWATER DISPOSAL SYSTEM) APPROX, LOCATION OF NEIGHBORING WASTEWATER 1000 GALLON (MIN.) CAPACITY REQUIRED SYSTEM (COVERS EVIDENT AT GRADE) PROVIDE 10pD GALLON SEPTIC TANK + 0% SEPTIC ZWK EFFLUENT FILTER 1 SETSAC � / PROVIDE (1) MODEL A1801-4922, "2ABEL" RESIDENTIAL FILTER. LEACHING SYSTEM (CUT AND FILL) / ♦ \ 330 GPD + .90 GPD/SF - SF REO'D (5-1D MINUTE/INCH PERCOLATION RATE SOIL) 368.57 SF + 2 FT WIDE TRENCH - 183,33 FT MINIMUM OF "EOUTALIZER 24" TRENCH REOUIRED, APPROX, LOCATION OF ,X� f ,{ / \ PROVIDE 4 LATERAL — 49.28 FT. LONG NEIGHBORING WEL ♦♦ /��� ` /// r \ 4Y MQUTAIZATON tATEIML \ "EOWLIZER 24" LATERAL TO BE (8) UNITS LONG DI ♦ EFFLUENT DISTRIR UTION ) PRESSURE DOSING FROM PUMP STATION / GRAVITY DISTRIBUTION FROM D—BOX. ,APPROX. LOCATION // /J} 1d-0" OF NEIGHBORING WASTEWATER NO CI-0 ��G / N2 p " \ \ �� /� ?► i' .. SYSTEM C1 1�' � /�/ / � / � INFL 24" YY LO ML (TIP,)'" R 330 GPD + 3 CYCLES/DAY - 110 GPC OR / t y ♦ 50 FT. OF TRENCH X 4 TRENCHES - 200 FT, X 2 FT. WIDE a 400 SF \ V"l�r� 18 ADD CFFXX7�B 1 4CAL/Cf eBC19.68 GAL. PER DOSE / ♦ *A 4 y v4 / INN GAL SEo"TAW p1 ♦ ' LIII OF CtIT AND FILL ♦\ lb NEW Pt�STA `♦ fir' DI D-BOK ���� `W T.P. #16 P.T. #1 ♦♦ / 47 01E31114B1J110N R\'` •0.8R SLAPL ♦ G� \ SHRUBS CR SEIMIIR \ F \ , \ Ali, _ .a AIL ♦ 3 •JL- ♦ .� jp 1 11/29/04 ADDED SETBACK DIMENSION FROM WE-LTO PUMP STA11ON TSM y `" ♦ Ja 10/15/04 SUBMITTED FOR PERMITTOCONSTRUCT TSM 7AWASTEWATER PLAN 05/14/04 RESUBMITTED FOR VARIANCE REQUEST(THIS DRAWING NOT SUBMITTEC TSM (� SCALE:GEE GRAPHIC SOLE - 03/15/04 A SUBMITTED FOR MA REVIEW TSM GRAPHIC SCALE DATE REV# ISSUED/RE)ASION$ BY 20 10 20 40 eo WASTEWATER PLAN 1 01� RESIDENTIAL REDEVELOPMENT HIRSCH RESIDENCE BIRDSALL ROAD QUEENSSURY,NEW YORK JARRM - MARTIN ENGINEERS, PLLC H.THOMAB RETT PROFESSIONAL ENGINEERING P.E.#67609 12 EAST WASHINGTON STREET PHONE:(518)7W2907 COPiRIGHT 0 2LW GLENS FALLS,N,Y, FAX:;518)7p8.1864 war conacrmeo--ewmi� aue scu sx"LL[[aewro��we JANUARYM PRO#03-102 SHEET:3OF7 .xowuo —U�gpjft gpxi[ FILE;F/J31021221gj HIMCH,.RE PLAN DESIGN,GWG PLOTTED/REVISED 1027M 9:45A.M 1 n , / n n r cn GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM ` A SITE PLAN DRAWING PREPARED BY JARRETT—MARTIN ENGINEERS. _ \ REFER TO JARRETT—MARTIN DRAWINGS FOR ALL SITE DETAILS AND SEWAGE DISPOSAL SYSTEM INFORMATION. THIS DRAWING IS FOR CD ` LOCATION OF GARAGE ONLY AND GENERAL ORIENTAION OF \ SEWAGE DISPOSAL SYSTEM. ' ,(��� 0 AM SEWAGE DISPOSAL 30,�11.Y 2005 N y GARAGE VARIANCE GRANTED 20 APRIL 2005 FOR 850 SF GARAGE S AS=B�CT I�fO WITH AN OVERALL HEIGHT OF 20—0 . No. DESCRIPTION DATE C-, ro REVISIONS cIFmnI- _ 3y`�` c e"'5' ' ��F I.R.F. LEGENDCl o <F' W O PROPERTY LINE O 3 ` ---------------------- PROPERTY LINE SETBACKS d Z H Y \` ~ == Z <� \� EXISTING CONTOURS V o Q Z a\ \ LJ.I M o W o `` ,RF ( \ 33 NEW CONTOURS = a Z a Z U O -E -E E -E UNDERGROUND ELECTRIC SERVICE O < \ CD ss —ss —ss —ss SANITARY SEWER Q 3 �o ' z CD i w —w —w —w J� O CD WATER SERVICE J co U o o `�' E/P EDGE OF PAVEMENT = 0 >_ L N O h �\ � z o o a z� Q>+ w O* a �o - �eOP �O• � Oa9y��� t \� (� t � Q o. �in T� 5a�zd f 2 STORY ` \ + EFFLUENT PUMP t Z ..222 � as V) 00 00�s Z RESIDENCE PIT LOCATION i \ ti v cy, """ ' ° a WITH TRAFFIC i `� Vac ° „ = — ao SEPTIC LID u3 K£VIN & ANNIE PLANDS NIF ODINEEN rl \ X w co In >°�w ~ /�T i TANK �� �^ S� `�\ BOOK 1077 PAGE 231 LOCATION ckttsWEa s7Q E ` WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE �\\\2; o \ 'a \ WITH MANUFACTURER'S ^ r \ RECOMMENDATIONS, TRADE �r � ASSOCIATION PUBLISHED DRYHEU \'P�, \\\\ `�� � RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL \\ CONSTRUCTION INDUSTRY CAMP PRACTICES. GARAGE eLacxTaP �\ NN cb \ FIL� 2A,T'�R 4/CKTEI3dcLS/,� \ ®' a \ �` .10 AilL \` LANDS N/F OF �� �`� RUSSELL G. & LINDA J. WHITTLE ^J \` BOOK 856 PAGE 245 O� �Q `� \ i t 1 t APPROX. EDGE+ t OF W LAND Y \ i o3 1 i MUD I RECEIVED \` I POND — fJAL -r RY \ I T BUILDING AND CODE �® D A 1 , C J \ LANDS N/F OF CAD FILE NAME THOMAS A. HUGHES, Eto1 4 �1 ACAD\HIRSCH\C-1 BOOK 821 PAGE 141 7� P� SCALE AL 1'=20'-0' 0270A DRAWN BY \ I DRAWING TITLE RECORD DRAWING PROPOSED SITE PLAN \ RECORD DRAWING SHOWS SIGNIFICANT CHANGES IN GARAGE 1'=20'—O" \ ; THE WORK MADE DURING CONSTRUCTION AND IS BASED ON MARKED—UP PRINTS, DRAWINGS AND OTHER DATA SITE PLAN \ I FURNISHED BY THE CONTRACTOR TO THE ARCHITECT. I DRAWING No. C-1 GENERAL NOTES: G-1) BASE MAP INFORMATION PROVIDED BY OWNER. 50 GO ° SEE I/SE i — APPROX. ,4r t EXI 4 21 a O 0-1 ro ... _. -A c / a ,\ b V r L PARK BoUNDARY�J� ° C ADIRCNDACK Z �. f P s 1 ((/h/ y I / GLEN / IRSC ITE Y l �� a a LAKE / / / 5 0 / 1 0 EX o RD ROUND POND A.C.C. dlr �(r\ .\ ( \ I e u cr i T N r ���Cll��l \ t r J J I ON Od, ROUND m m O <p?� u o L Suo 0 , q�r r swEET R cRONIN ✓ �/�e j c J2 R OUAKER G 7 LL / S _F \ p I✓ I R __/ Q' r^ D EXIT h 9S — ��N 1J �� ..c �. / 0 / Q �Y POTTER 9 - L 9 -/�j� Z ° ,S/ l / �O O / r �. LOCATION PLAN � -� , �� �' , � 1� � ; � � ' rq _ _ SCALE: N.T.S. 6 ,9 L) ci%s °/� Y - zo z TS Ll a / i MUD ��(y6 1 1 >> ` o POND c a i AP ROVED 'v'q Z Z co C16 A lication \ REC NED s / % 1 1 2004r I NOV 1 6 2uOC TOWN OF QUEENSBURY A mini$trator ,\ W O F QUEENSBURY PLANNING OFFICE PLANS HAVE BEEN APPROVED UNDER THE ATHORITY OF A RESOLUTION ADOPTED 09-17-2004 BY THE PLANNING BOARD OF THE OF THE TOWN OF QUEENSBURY, NEW YORK WITH THE FOLLOWING CONDITIONS: O �� \ 1 . THAT THE APPLICANT WILL OBTAIN A SIGNATURE FROM RUSS PITTENGER. 2. THAT THE SOUTH BANK SHALL BE STABALIZED TO THE SATISFACTION OF I n\ O C O THE TOWN'S ENGINEER, WHO WILL PROVIDE WRITTEN DOCUMENTATION TO \\ THE FILE, WITHIN 30 DAYS. E" ,';6.EiVED S Us _ (J7 s / Z Fn ' 9 F7a L4 ��st /v� acid ors --� , /, T/ _q 74 T 9/moots 11/16/04 © SUBMITTED PER PLANNING BOARD APPROVAL TSM i \ � (ca� Qy-r (-2 /_�/rr i' 17 /r���r i� 06/11/04 �A SUBMITTED FOR SITE PLAN MODIFICATION TSM �0 -Sov,T DATE REV # ISSUED / REVISIONS BY for , j lhI 1r��,- y 7 o /�� <<', h/7 C Z/ 6, L E�1 �/-1 Z L S DRAWING: ORIGINAL CONDITIONScl (D °q 2 G o v �, c O o k1z RESIDENTIAL H RSCH PITTE GERIFICATION z, BIRDSALL ROAD EXTENSION QUEENSBURY, NEW YORK L GRAPHIC SCALE �Q ` 40 0 20 40 80 150 JARRETT - MARTIN ENGINEERS, PLLC H. OM S JARRETT PROFESSIONAL ENGINEERING / ( IN FEET ) P.E # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 SCALE: 1" = 40' D RIGHT©2004 GLENS FALLS, N.Y. FAX: (518) 798-1864 1 PROPSERTY PLAN ONLY COPIES OF THIS DRAWING WITH A SCALE: SEE GRAPHIC SCALE BLUE SEAL SHALL BECONSIDERED O SIDEREDTRUE JUNE 2004 PRO# 03-102 SHEET: 1 OF 3 ALTERATION OF THIS DOCUMENT EXCEPT FILE: F/03102060604 SITE PLAN MODIFICATION.DWG PLOTTED/REASED:11/16/04 9:30AM BY A LICENSED ENGINEER IS UNLAWFUL. GENERAL NOTES: G-1) PLAN BASED ON A SITE PLAN BY THE LA GROUP ENTITLED "TOPOGRAPHY HIRSCH-PITTENGER". DRAWING NOTES: APPROX. NOTE: C2-1 PROPOSED FUTURE RELOCATION OF C2-1) EXACT LOCATION OF PROPOSED HIRSCH YEAR ROUND RESIDENCE TO BE COORDINATED WITH C2 YEAR ROUND RESIDENCE THE VARIANCE REQUESTED FROM THE TOWN OF QUEENSBURY ZBA. C2-2) EXACT LOCATION OF PITTENGER PROPOSED GARAGE TO BE SUBMITTED TO THE TOWN OF NOTE: C2-1 APPROX. LOCATION QUEENSBURY PLANNING BOARD, BY OTHERS. C2 OF FUTURE GARAGE EXISTING SHED; TO BE REMOVED APPROX. LOCATION OF STORMWATER BASIN; FINAL DESIGN TO BE SUBMITTED TO TOWN OF QUEENSBURY PLANNING BOARD EXISTING CAMP; TO BE REMOVED =_ ` - ��__ / T� APPROX. LOCATION OF WASTEWATER SYSTEM, 1 F1NAta�GN TO BE SUBMITTED TO TOWN OF QUEENSBt�R-�(_ APPROX. LOCATION OF STORMWATER XS1 \` \� "= BASIN; FINAL DESIGN TO BE SUBMITTED - ` TO TOWN OF QUEENSBURY PLANNING BOARD . . EXIS ING J f HIRS C MP Zo I 1 f , o , 11 Lc) J `n 0 \/ _ / L e � AREA OF PREVIOUSLY DEPOSITED , `o o ��. 1 BOULDERS, SOIL AND STUMPS i N o �1 \ \ EMBANKMENT STABILIZED WITH COBBLES/BOULDERS; NO FURTHER DISPOSAL OF SPOIL MATERIAL FROM SITE b REGRADIN ALLOWED 5 _ 1 r ite ra I a - Y _� - — o k \ tag \ _ cY Y FIZ (D j .7 Q A f _ _�- LOCATION OFPERVIO S - -- . -�_-= - r \ E.�� � —T� T ;'% REMOVAL OF BANK 1 I 40 PLANS HAVE BEEN APPROVED UNDER THE ATHORITY OF A RESOLUTION l --� SHAREp �' ADOPTED 09-17-2004 BY THE PLANNING BOARD OF THE OF THE TOWN p 130 �� �� -� �� R/�Ew�IY � I - OF QUEENSBURY, NEW YORK WITH THE FOLLOWING CONDITIONS: APPROX. LOCATION OF NOTE: C2-2 125 FUTURE GARAGE C2 _ -�\�� 1' j J \ i 1 . THAT THE APPLICANT WILL OBTAIN A SIGNATURE FROM RUSS PITTENGER. 2. THAT THE SOUTH BANK SHALL BE STABALIZED TO THE SATISFACTION OF THE TOWNS ENGINEER, WHO WILL PROVIDE WRITTEN DOCUMENTATION TO 135 \ THE FILE, WITHIN 30 DAYS. r r 11/16/04 A SUBMITTED PER PLANNING BOARD APPROVAL TSM 2 PROPOSED SITE REGRADING PLAN 06/11/04 AA SUBMITTED FOR SITE PLAN MODIFICATION TSM SCALE: SEE GRAPHIC SCALE GRAPHIC SCALE DATE REV # ISSUED / REVISIONS BY DRAWING: ' 20 ° 10 20 40 80 PROPOSED SITE REGRADING IN FEET ) , W RESIDENTIAL SITE PLAN MODIFICATION a� r SCALE: 1" 20' �{ _ HIRSCH-PITTENGER = r .:; ���' i ,�.�k: BIRDSALL ROAD EXTENSION 4,0 57 QUEENSBURY, NEW YORK _ JARRETT - MARTIN ENGINEERS, PLLC H. THO AS JARRETT PROFESSIONAL ENGINEERING P. . # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 YRIGHT©2004 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLY COPIES OF THIS DRAWING WITH A BLUE BEAL$HALL BE CONSIDERED TRUE JUNE 2004 PRO#03-102 SHEET: 2 OF 3 AND VALID ALTERATION ED THISENGINEER EERISUNTIXCUL. FILE: F/03102060604 SITEPLAN MODIFICATION.DWG PLOTTED/REVISED:11/16/04 9:30AM BY A LICENSED ENGINEER IS UNLAWFUL. ' ORIGINAL GRADE 160 — - - 155 _ 150 — --- - / �� o / �c) 145 / - -- - \ o 140td w 135 - - - - EMBANKMENT STABILIZED WITH COBBLES BOULDERS; 130 — -- — NO FURTHER DISPOSAL OF SPOIL MATERIAL FROM SITE PROPOSED FINISHED GRADE REGRADING AL OWED 125 120 - - 115 - - - XISTING HOUSE SITE 105 100 -- - 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 A CROSS SECTION THROUGH HIRSCH PROPERTY \C2 / SCAL SEE GRAF'HIC SCALE GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) SCALE: 1" = 10' i PLANS HAVE BEEN APPROVED UNDER THE ATHORITY OF A RESOLUTION ADOPTED 09-17-2004 BY THE PLANNING BOARD OF THE OF THE TOWN OF QUEENSBURY, NEW YORK WITH THE FOLLOWING CONDITIONS: 1. THAT THE APPLICANT WILL OBTAIN A SIGNATURE FROM RUSS PITTENGER. 2. THAT THE SOUTH BANK SHALL BE STABALIZED TO THE SATISFACTION OF THE TOWN'S ENGINEER, WHO WILL PROVIDE WRITTEN DOCUMENTATION TO THE FILE, WITHIN 30 DAYS. ; 11/16/04 A SUBMITTED PER PLANNING BOARD APPROVAL TSM 06/11/04 AA SUBMITTED FOR SITE PLAN MODIFICATION TSM DATE REV # ISSUED / REVISIONS BY DRAWING: NEWCROSS SECTION XS 1 RESIDENTIAL SITE PLAN MODIFICATION . = HIRSCH-PITTENGER BIRDSALL ROAD EXTENSION QUEENSBURY, NEW YORK 'MESS JARRETT - MARTIN ENGINEERS, PLLC H. T MAS J RRETT PROFESSIONAL ENGINEERING P. . # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 OPYRIGHT©2004 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLY COPIES OF THIS DRAWING WITH A BLUE SEAL SHALL BE CONSIDERED TRUE JUNE 2004 PRO# 03-102 SHEET: 3 OF 3 AND VAUD ALTERATION ED THISENGINEER EER IS UNTIXCUL. 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