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2006-061 TOXIN OF-QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 �' ? Community Development-Building&Codes (518)761.8256 CERTIFICATE OF OCCUPANCY Permit Number: P20020061 Date Issued: Monday, July 22,2002 This is to certify that work requested to be done as shown by Permit Number P20020061 has been completed. Tax Map Number: 523400-290-000-0001-021-004-0000 Location: - RIDGE Rd Owner: CES HOLDINGS,L.L.C. Applicant: HAYES&HAYES A NEW YORK PARTNERSHIP This structure may be occupied as a: By Order of Town Board Garage Attached " .TOWN OF QUEENSBURY Townhouse Nector of Building&Code Enforce ent TOWN OF QUEENSBURY L742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20020061 Application Number: A20020061 Tax Map No: 523400-290-000-0001-021-004-0000 Permission is,hereby granted to: HAYES &HAYES A NEW YORK PARTNERSHIP For property located at: RIDGE Rd in the Town of Queensbury, to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: HAYES &HAYES A NEW YORK P, Townhouse 200,000.00 PO BOX 109 Garage Attached GLENS FALLS,NY 12801-0000 Total Value 200,000.00 Contractor or Builder's Name f Address Electrical Inspection Agency COMMONWEALTH ELECTRICAL A( PO BOX 706 HAGUE.NY Plans &Specifications 2002-0614 UNIT TOWNHOUSE BLDG. 4 LOT#4 1984 SQ FT 4 UNIT TOWNHOUSE WITH (2) 1-CAR ATTACHED GARAGES AS PER PLOT PLAN SPECIFICATIONS Saturday,February 08,2003 PERMIT FEE PAID- THIS PERMIT EXPIRES:$613.12 1 (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 own i y,February 08,2002 SIGNED BY for the Town of Queensbury. Director of Building&Col Enforcement � Permit Perit Application ;. .�.. PP -own of Queensbury—Dept of Community DeveIon=ne#:t 742 Bay Road,Queensbury,NY (518)7911=s256 A permit must be obtained before beginning construction. Permit File N — ' No inspection will be made until applicant has gQq v a aft_ V.t _g [�F aid $ 55.5� valid building permit. All applicants' spaces on this {�RIe Fee Paid $ {}Up application must be completed and must appear ora l _G*eviewed BY: application form. OP Q - Applicant' er �;:J�� r P .Address: - ,N, dress L ! t 1 Phone#(�) V- �ii Z:z_ Phone# Property Location: Lot tber, �-&use Number / Subdivision Name: Pra Tax Map N--mby e -- ' ew Building: residence /commercial Estimated Market Value'of-Construction:$ � ❑ Addition: residence/ commercial If an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial ❑ No change to exterior size: residence/com'l ❑ Other work(describe ) Check OccupancyInformation V Floor 2" Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet ❑ Single family dwelling ❑ Two family dwelling ❑ Townhouse ulrifamil dw iin ,r (� • #of units / �d c 9(� ❑ Office ' ❑ Mercantile ❑ Manufacturing ❑ 1 car detached garage ❑ 2 car detached garage ❑ 3 car detached.garage ❑ I car attached garage d 2 car attached garage ❑ 3 car attached garage ❑ Storage building- commercial ❑ Storage building- residential ❑ Other What is the proposed height of the structure c j feet inches Will any second-hand or ungraded lumber be used? If so,for what? A. Type of Heating System: electric I oil s) ood• /f reed hot-air/ aseboard/other: Number of Fireplaces to be installed Number of Moodstoves to-be installed "' List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder Plumber Mason Electrician Declaration: please sign below after you have carefully 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 Building 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 ownerr. 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 D' for . Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all ne o eti 1 Signat rer ` owner,owner's agent,architect,contractor Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: Office Use '• Location of installation: - , r tj� e- File Permit No. { Tax Map No. 15 Owner's Name: u c4 �,, v� S- L'L C- Fee Paid i Address:• 3"1 s 12i,c �`i t ��� �.�.L,•, 2. INSTALLER'S NAME -��t E"� , s PHONE NO.2fi 3 S 7 0`7 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate#bedroom(s) and multiply# of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House No of Bedrooms x Computation - Total Daily Flow 1980 or older x 150 gal/bdrin I9 0-1991 x 130 galtbdrm = went . x 110 gal/bdrm = ,C z Garbage Grinder Installed yes_ / no Spa or Whirlpool Installed yes / no x 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) TMogran h Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Su 1 :sand at what depth at what depth municipal Rolling loath S4' feet — feet well' clay {e . if well;water supply Steep slope 1`[a:t _%slope other t from any septic-system depth: '�iccz absorption is o ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rote: /Q minute per inch M GX — /T fj 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed 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: gallon(min. size 1,000 gal.) �. c;�r��s /, 2 ��{ c F•t G; Tile Field: each trench 1t9 C) ft. Total System Length: Sca c) Seepage Pit(s): number of__-: -- . size of each: _ ft by_--fi: Size of Stone to be used: # - / depth or thickness ,DES feet Bed System Size: x Alternative System: length andlor size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each:+ gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE:a&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 ofthe Town of Queensbury Sanitary Sewage Disposal Ordinance. Signature 2.responsible person Date BLDG. PERMIT NO. APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested-for the property .located at; 1j,5 , e for the following s si_ &1177 �,�./'-'- - :fir %f ,.•:� .. DATE �r4 d TURE OF APPLICANT TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby WAPPROVED )DISAPPROVED with the following conditions: ' 64 :! r TEMPORARY CERTIFIC TE OF OCCUPANCY FE .QQ EPOSIT .QQ received on 17 r= �Q�= Date of Issufice Director of Bldg. & AodVnfol meint THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES DAYS FROM THE,DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement-or his designee. ENER Y CODE OMii.,ANCE APPLICATION6 TOW 0: QUE SBURY, WARREN COUNTY - 1 � 9000 HEATING DEGREE DAYS Comoli ance Methods: P??tT 5 - Acceptable Practice Me up ^ 1&2 Family Dwellings ' ''X( ��r A���JS� PA_Ri 6•x - Thermal Rating - Componen, tr y. 1&2 Family Dwellings; Multi-Family Dwellings (3 stories or less) P U 4* - Design by Component Pe_='ounce Commercial Buildings-Hi Rise Residential *Requires submis s ion of worksheets APPLICNiT' S NA`ZE: PROPERTY LOCATION: S PART 5 IETHOD OF COMPLIANCE BY ACCEPTABLE PR.?CTICE: 1 . Gloss Floor Area - sa_z:a=e feet 2 . �e or twat - Electrlc 04 1 (93�L OL+er 3 . is au i lding mechan—i dal ly cooled? Yes Rio 4 . P e_c entace of area o= w_Zdows and coo r s Over 17 Under 17 s 5 . R—tI_-LUES FOR INSu_.�^IO�i C_�TS'N BC=•O'vvS'uST COR.RES?01 rJ R-4':.=,-uS AS S=O--r+Ni ON PLANS Sup?4=i_=7: a . Roof R b. Exter_or Walls a e . Gla-zed area_ R d. Ixte_=or doors R e . Floors over unheatec spaces R f . Edce or slab or. c=ace (heated b= i1 ding) R a. easement/ce'_lar walls (above g_ade) R l; . Basement/cellar wall_ (below grade) R .eat?na/COCii::C-dL'C=5-P=ping in un seated space R 6 . Se==:_ce (domes c) hot water hea`i nc device Ca_=ores to e___ciency per code Yes yo URE CON_ROL t-A.1--MUM SETTING 1400 - WILL N0: BE EICE-DED Pic= . fS z Date ?nor_ �i ,e_ /-rtiSP_c_r�R� 's Rev RXS: FINAL - COMMERCIAL INSPECTION REPORT Request received.- f-ZA Office Use Town o -8256 A R R I VEY,W) DEPART 114/ In f Queensbury (518) 761 Opm: DEPART Y p 742 Bay Road Ready at time: Queensbury, NY 12804 Inspector's Initial Meet: NAME/%Y,0-5 '..Y- Mayes Waxes PERMIT# At time: L0CATI0N' x,-,W-9-e -k-W , Y TYPE OF S-IRUCTORE 44::-421eyeS INSPECT ON(date): 71ldle2— Notes: if NIA YES NO ChimneyP'B"Vent/Direct Vent location Plumbing Vent Roof Complete COMMENTS Exterior finish grade complete Interior/exterior guardrails 42 in.platform/decks alt-04�2- Awe /--O� Interior/exterior balusters 4 in.spacing platform/decks / 4 Stair handrail 34 in.-38 in. Step risers 7%in. Main door 44 in. All others 36 in. Lever handles Exits at grade or platform Canopy to cover req.exit doors Gas valve shut-off exposed&regulator(18 in. above grade I V Floor bathroom watertight_ Other floors okay Hot water relief valve Boiler/furnace enclosure <250,000 BTU N/R 250,000 BTU to 1,000,000 BTU's(1 hour) >1,000,000 BTU's(2 hour) Gas furnace shut off within 30 ft.or within line of site Oilfurnace shut off at entrance to furnace area Stockroom enclosure(I hour),3/4hour door Storage/receiving/shipping room(2 hour), 1 Y2doors I 1/2hour doors and closers %hour corridor doors and closers Firewalls/fire separation,2 hour,3-hour complete Fire dampers,2-hour fire wall/separation or greater Fire door/shutters 1 V2. hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft. Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware Elevators Elevator signage Handicapped bathroom grab bars/sinks/toilets .Handicapped bath/parking lot signage Handicapped service,counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond Active listening system and signage assembly space FinalElectrical Site Plan/Variance required Final Survey,new structures As-built septic system layout required Okay to issue TEMPORARY C/O—Certificate of Occupancy yes no Okay to issue PERMANENT C/O—Certificate of Occupancy yes 171" no Okay to issue C/C—Certificate of Compliance yes— no RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request received: P Building&Cade Enforcement Dept.of Community Development Arrive am/pm Depar Town of Queensbury Inspector's Initials CJ 742 Bay Road Queensbury,New York,12904 ,+ NAME L t� S PERMIT# a706a'0" . l LOCATION VDATE fj?�— TYPE OF STRUCTURE N/A YES NO COMMENTS Chimney Height/''B"Vent/Direct Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Exterior Railings 30"to 36" Exterior Handrails,balconies,landing 18 in.or more Interior Handrails stairs both sides 3 or more risers Grade 2%away from foundation 8"clearance to sill plate Gas Valve shut-off exposed/regulator 18"above ade Gas Furnace shut-off within 30 feet or within line f site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Relief Valve(s)installed Headroom,6 ft.6 in.on stairs Basement stairs,6 ft.4 in. Handrail exterior stairs both sides more than 3 risers r` Interior privacy/t ini/doorstmain entrance 36" Floor Finish Bathroom/Kitchen watertight Interior Handrails Balconies/Landing 18 in.or more Railing across window in stairwells \ Smoke Detectors: every level every bedroom F� outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation 3/4 hour fire door/door closer Garage fireproofing Garage penetrations sealed Furnace in separate room protected(in garage} Light ventilation per room Safety glazing 18"or less from floor Final Electrical N to PlantVariance requiredAre � % * al Survey Plot Plan / V� 7s Built Septic System layout required Okay to issue C/C(Certif,of Compliance 1 Okay to issue temp.C/O(Certif,of Occupancy)_ Okay to issue permanent C/O(Certif.of Occupancy) RESIDENTIAL FINAL INSPECTION ItEPORT Office No.(518)161-8256 Date inspection request received: Building&Code Enforcement Dept.of Community Development Arrive_am/pm Depart Town of Queensbury Inspector's lnitis� 742 Bay.Road Queensbury,New York 12804 NAME �AM PERMIT# LOCATION..- Z fo DATE TYPE OF STRUCTURE NIA ES NO CoAadENTS Chimney HeightP B"VentUrect Vent Location Fresh Air Intake Ole Plumb Vent through roof 4/ Roof CompleteL Exterior Finish Complete CAA Interior/Exterior Railings 30"to 36" Exterior Handrails,balconies,landing 18 in.or more Interior Handrails stairs both sides 3 or more risers Grade 2%away from foundation 8"clearance to sill plate Gas Valve shut-off exposed/regulator 18"above gradeL_ Gas Furnace shut-off within 30 feet or within line of site. Oil Furnace shut-off at entrance to furnace area Furnacefflot Water Heater operatin&_ Relief Valve(s)installed Headroom,6 ft.6 in.on stairs Basement stairs,6 14 in. 4&drail exterior stairs both sides more than 3 risers r -40kterior privacy/trim/doors/main entrance 36" Floor Finish Bathroom/Kitchen watertight_ Interior Handrails Balconies/Landing 18 in.or more Railing across window in stairwells Smoke Detectors. every,level every-bedroom outside every bedroom interconnected Bathroom fans Plumbing fixtures 0�;\ tv Foundation insulation -1 3/4 hour fire door/door closer Garage fnWroofing, Garage penetrations sealed Furnace in separate room protected(in garage} Light ventilation"per room Safety glazing 187'or less from floor Final Electrical Site PlaA/Variance required Final Survey Plot Plan LJ, af41 r A.,15 As Built Septic System layout required_ Okay to issue C/C(Certif.of Compliance Okay to issue temp.C/O(Certif.of Occupancy Okay to issue permanent C/O(Certif.of v MULTIPLE DWELLING,Ht ZTEILL MOTEL,APARTMENT FINAL INSPECTION REPORT Offflce No. (518)761-8256 Building& Code Enforcement Date inspection request received: (Dept. of Community(Development 1 Town of Queensbury Arrive am/pm Depar � 742 Ray Road Inspector's Initials Queensbury,NY 12804 NAME PERMIT# LOCATION ' s DATE /77 TYPE STRUC N/A YES NO COMMENTS Chimney Height/B".Veit/Direct vent Location ©yti Fresh Air intake l %�� i s Plump Vent through roof Roof Mete �j Exterior finish complete a Interior/exterior railings 34 in.to 38 in. Exterior handrails,balconies,landing 18 in.or more Interior handrails stairs both sides 3 or more risers ` l Guardrails 42 in. Ballisters 4 in.spacing RA-1 L (AJr, Doors 36 in. Headroom 7$.on stairs Handrail exterior stairs both sides more than 3 risers Floor finish BathroonitUchez watertight Interior handrails balconies/landing 18 in.or more 777 Railing across window in stairwells Smoke detectors: every level every bedroom outside every bedroom inter connected Bathroom fans 1 Plumbing fixtures (OW 1 1 j4) Foundation insulation Fire separation '/a,1,2 hour Fire walls 1,2,3,hour Fire doors-1/4,1 '/z,2 hour Handicapped Accessibility Handicapped parking Handicapped signage Finish grade Gas valve shut-off exposed/regulator 18 in.above grade Gas furnace shut-offwithin 30&or within line of site Oil furnace shut-off at entrance to furnace area Fumacethot water heater operatin Relief valve(s)installed Garage fireproofing Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room Safety glazing 18 ta�gv )ylnal Electrical VSS0 Flaw anance required VF aI Survey Plot Plan �A.s-built septic system layout required Okay to issue temp C/O Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif.of Compliance) CTI RESIDENTIAL FINAL M iON REPORT Office No.(518)761-8256 Date inspection request received: Building&Code Enforcement Dept of Community Development Arrive am/pm Depare:e,�, in n/ M Town of Queensbury Inspector's lni-Z�s * 742 Bay Road Queensbury,New York,12804 NAME 01A PERMIT DATE LOCATION rs-, 1, (a I I I 10 TYPE OF STRUCTURE a U A)V C)/A Ajly N YES NO COMMENTS Chimney HeightP&'Vent/Direct Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Exterior Railings 30"to 36" t Exterior Handrails,balconies,landing 18 in.or in re Interior Handrails stairs both sides 3 or more rise� Grade 2%away from foundation 8"clearance to sill plate Gas Valve shut-off exposed/regulator 18"above gr e�_ Gas Furnace shut-off within 30 feet or within line of 'te- Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operatingn Relief Valve(s)installed Headroom,6 ft.6 in.on stairs Basement stairs,6 ft.4 in. V Handrail exterior stairs both sides more than 3 risers Interior privacy/trim/doors1main entrance 36" Floor Finish BathroornTitchen watertight Interior Handrails Balconies/landing 18 in.or more Railing across window in stairwells Smoke Detectors: every level every bedroom outside every bedroom V/ inter connected Bathroom fans (/11 Plumbing fixtures 4/ Foundation insulation 3/4 hour fire doorldoor closer Garage fireproofing Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room Safety glazing 18"o es t. N I ' o — ie— Final ElectricaljW 1� Site Plan/Variance u ed Final Survey Plot Plan As Built Septic System layout required,_ Okay to issue C/C(Certif.of Compliance) 4Cay to issue temp.C/O(Certif.of Occupancy)_ Okay to issue permanent C/O(Certif.of Occupancy)__L Office Use - GENERAL INSPECTION REPORT Inspector: Town of'Queensbury Ready at time: Dept. of Communio Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbuyy, NY 12804 ARRIVE-amA 1: DEPA T C- am/pm Notes: (518) 761-8256 Inspector's Initials NAME: t1 l PERMIT# LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK r\ N/A Xq�NOI COMMENTS Footings iers 's(;r For; Monoliths our Form Reinforcement.inTlace e The contract6i3s,respo ibl for providing protection fro eezing -10 e 1 PI for 48 hours follo placement of the concrete. it Materials for this purpose on ite_ FoundationlWallpour Reinforcement in Place Foundation/D ampproo fing Backfill Approval Plumbing Under Slab_ Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/BridgingJoist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping- L:\SueHemingway\Biiilding.Codes.Inspection.FORMS\GENERAI.INSPECTION REPORT.doc i Dice Use GENERAL INSPECTION REP6RT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: .Building& Code Enforcement 'At time: 742.Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPART am/pm N° (518) 761-8256 Inspector's Initials NAME: �sZ L/� PERMIT 4 6 2 L I LOCATION: &06 I&Ct�,Pe /�C) INSPECT ON(date): TYPE OF STRUCTURE: ,, RECHECK A YES 1 O COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place I The contractor is responsible for providing protection from freezing 4 for 48 hours following the placement 1 of the concrete. Materials for this purpose on site FoundationlWallpour Reinforcement in Place FoundatiordDampproofmg Backfill Approval Plumbing Under Slab_ uzxtbixrg 'er�tl�Vents in Place r u Plumbing :, eG eati ou Iri1s ,s lado .. A Foundation Walls Interior R- j Foundation Walls Exterior R- Floors R Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging - Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received.- Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE am/pm: DEPART''/0-am/pm N (518) 761-8256 Inspector's Initials NAME: PERMIT# QZ-06 / LOCATION: 4 INSPECT ON(date): 5:A_1ZZ6 Z..---- TYPE OF STRUCTURE: RECHECK N/A YES NO C NTS ............ Monoli ur Iaorrn0 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 Bae r Ill Approval h p -1-ing Under Sla 7 urnbin e ;in Pla aring Rou -Insulatio, ZIA- V 1=Dun'dMaT`3-TWFl s Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces , R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridgmig— Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Scaled Fire Wall 2,3,4 hour Firestoppi L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Inspector: Office Use GENERAL INSPECTION REPORT Ready at time: Town of Queensbury Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE--amlpm: DEPART amIDni Noteg,;7 (518) 761-8256 Inspector's Initials �, :._: ____: NAME: 1 J PERMIT# LOCATION: 1 (06� R)0- INSPECT ON(date): 517,11w TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form 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/D amppro o fing Backfill Approval Plumbing Under Slab KumbinYenbvlk�qjts in Place Roug 0inir, h Z,V"b P-Pleating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- 'u"rop,e Vent,Attic Vent JjF�ck � n ads/Headers ciacing/Bridgmig Qj._J� Joist Hangers Jack Posts/Main Beain Air Infiltration Barrier Fire Separation 1,2,3,hour P ngoe trat io n Sealed/re alI2 3 4 hou r up L:\SueHemingway\Btiilding.Codes.Inspection.FORMS\GE,NERAL INSPECTION REPORTAOC Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbiay Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPART r am/pm ot (518) 761-8256 Inspector's Initials NAME: PERMIT# 0 LOCATION: rj)& G, eQ, INSPECT ON(date): (t TYPE OF STRUCTURE: RECHECK ;N/A i YES N,, COMMENTS Footings/Piers Monolithic Pour Form 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 Backfill Approval (� Plumbing Under Slab in e ts-'n Place eating Wgh-In_ elation,Ti Interior R- Foundation Walls Exterior R- V5 4�� Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging_ Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Bitilding.1--odes.Inspection.FORtvfS\GENERAI,INSPECTION REPORT.doe Office Use GENERAL INSPECTION REPORT Inspector:_ Town of Queensbury Ready at time Dept. of Community Development Request received. Meet: .Building& Code Enforcement At time: 742.Bay Road Queensbuty, NY 12804 ARRIVE am/pm: DEPA) am/pm im";4iih *z:� =i (518) 761-8256 Inspector's Initials NAME: PERMIT# — a LOCATION: LI-P7I n o" 6n�R'�(Ak)) INSPECT ON(date): TYPE OF STRUCTURE: � If1 RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is respons'ble fo� providing protection from eezing for 48 hours following the acem nt of the concrete. Materials for this purpose on sit Foundation/Wallpour. Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing-Under Slab Pl mg Vent/Vents irrPl e eating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R Walls R- Ceiling R- Duct work or piping in unheated spaces R- ope ent;- ttic Vent amino � Brad -ti/Bri leaders 9/,L Ael bC,(A/ D Bracing/Bridgmg Joist Hangers Jack Posts[Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire a112,3,4 hour L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAI.INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road E Queensbury, NY 12804 Note):&r ARRIVE am/pm: DEPART g (518) 761-8256 Inspector's Initials NAME: PERMIT# LOCATION: INSPECT ON(date): /,Z-61 D>__ TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form 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 Backfill Approval Plumbing Under Slab Plumb' g Vent/Vents in Place I=077MOM-RhAng— - - Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in raining unheated spaces R- o or,Vent, ttic Vent 0 —_ I V Jack Studs/Headers Bracing/Bridging— Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour P e� e" trat*on Sealed ,Wja,-1 e,,3 415hour 64AZ—o5 07-IL-IT14" opping,e I re oppilig_ N o tom{ 6:1—6—(�� lj/�� PO-0 I 'A 6)L)—[—!5 L:\SueHemingway\Btiilding.Codes.Inspection.FORMS\GF,NERAI,INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time:6�,.Vjo Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road �Oamlpm Notes:.. Queensbury, NY 12804 ARRIVE am/pm. DEPART jo -Ad&kov "Wo (518) 761-8256 Inspector's Initials Aj(2,L-,- 7-7 NAME: a�x�4—14a-u� PERMIT# LOCATION: INSPECT ON(date): C5 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form 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 Backfill Approval Plumbin \'Aa I Under Sla b anMen eHts i Pace ugl Plumbing Heating Rough-In Foundation Walls lnteri r R- Foundation Walls Exten R- Floors Walls xton VR Ceiling R- uct work or piping in unheated spaces piping R- �o er Vent,Attic Vent -G ramming I/ Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour yPen tration Sealed Wall 2,3,4 hour onojgqj� :46 C L:\SueHemingway\Building.Codes.Inspection.FORMS\GFNERAL INSPECTION REPORT.doe Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPART2' am/pm (518) 761-8256 Inspector's Initials NAME: W-4v� alns �__s PERMIT 0 LOCATION: r rNTSPECT ON(date): /C Pa, TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form 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_ Backfill Approval Plumbing Under Slab Plumbin V g4kVient mi Place t vny�j C. 'u i We 01-6) fIe Rough-In ou n alls-Interior R- Foundation Walls Exterior R- Floors R- V7 Walls R- V Ceiling Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridgmig- Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed ire Wall 2,3 4 hour L:\SueHemingway\Btiilding.Codes.Inspcetion.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: ToWn of Queensbury Ready at time: Dept. of Community Development Request received.- Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPART am/pm Notes (518) 761-8256 Inspector's Initials NAME: PERMIT# 0 OCR LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N N/A YES NO COMMENTS Footings/Piers Monolithic Pour orm Reinforcement in lace u The contractor i respons; le for providing protect n fro freezing I for 48 hours folio ing;t placement of the concrete.j u it Materials for this Pour site Foundation/Wallp Reinforcement in Place Foundation/Dampproo g Backfill Approval_ Plumbing Under Slab— �1�bing Vent/Vents in It jk)Lo.ugM,h u�_Min�g ace �WFJIFF—fi—ng—R-65—gli`-ln Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging— Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour F!�'APen ation Sealed . e Wall 1,, OW 4 Ou,'j r c, n%.es ires op,i7ngjjNW r I lop_"I . L ­� VASWU0 L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received. Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE am/pm: DEPART a,' am m/Pm Notes: (518) 761-8256 Insp ector's Initials NAME: PERMIT# LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible or r fte zin from the pla ern 0 site providing protection from fre zin for 48 hours following the pla ein t of the concrete. Materials for this purpose on site FoundationiWallpour 1 Reinforcement in Plac Foundation/Dampproo 9 OrheS (2,zf /Ot�, c>,j Backfill Approval Plumbing Under Slab Plum,bi'ng Vent/Vents in Place_ R9Qh Plumbing 'Aneating Rough-In sulation Foundation Walls Interior R- CO-', L Foundation Walls Exterior R- Floors R- Walls V, Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headefs Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestoppig L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAT,INSPECTION R60RTAOC Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received.- Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE am/pm: DEPART aZ.�/pni Notes: (518) 761-8256 Inspector's Initials NAME: PERMIT LOCATION: 41 4 PX0Z=-& INSPECT ON(date): TYPE OF URE: RECHECKs7 N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Plac The contractor is re's onsible r providing protection from free ing for 48 hours followin the pla ement of the concrete. Materials for this purpos on S'e Foundation/Wallpour Reinforcement in Place Foundation/Damp roofi Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Ro"gi Ro h Plumbing o eatng ugh- Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Z s R- efiffing R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing JackStuds/Headers Bracing/Bridging_ Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Scaled Fire Wall 2,3,4 hour Firestopping____ L:\SueHemingway\Btiilding.Codes.In-spection.FORrvfS\GENERAT,INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: '4> r 'A Building& Code Enforcement At time:7_ - 742 Bay Road Queensbuiy, NY 12804 ARRIVE anzlpni: DEPART am/;pm Notes, (518) 761-8256 Inspector's Initials NAME: PERMIT# LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is respo Vibl f6i f f� A To r j providing protection fro fr zijg I for 48 hours following th pla e ent ae of the concrete. Materials for this purpose on ite Foundatiom`Wallpo-ur,, Reinforcement in Place — Foundation/Dampproo fmg Backfill Approval - Plumbing Under Slab P lg_ b ing Vent/Vents ents in P UR 1,A)SOL, Rough-ln_ Insulation Foundation Walls Interior R Foundation Walls Exterior Rk Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Attic Vent "arrnng J 731rS ers 7acing/Bridgm' g- 0ist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour ZPP;7� L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAI,INSPECTION REPORT.doe TQWN OF QUEEWSBURY BUILDING & CODE EMPORCEMEN-F '742 - Bay R"aa Qut--4en:sw-buv-_y MY M2864 SEPTIC DISPOSAL SYS"TEM INSPECTION Name Location D a -tv_ =(!2a P e- r-rn 1 -t # Solt- -ryp S - Loam-cl ay- Resul -ts of Pe- r-cola-tian -Fes-t- ( i -F applicable ) Re -te--MInu-te-/ In(-- h TYPE OF SYSTEM= ABSORPTION FI[Et-D : To-tal Leng-th Length o-F each trench Depth o-F trenches Size o-F stone SEEPAGE PI-FS : Numbel-- S -fze -Ft _ x -F-t S-t4Dne size PIPING: ize Type BI dg . to -rank Tank to Dist - B o Dist .. Bcxx -to Field/ Openings Se-aled ? S Founda-tion to -rank -t -Founda-tion -to Sepa,ra-tion o-V - Pit--s -F Con-For-ms as per Plo-t Plan s ILOCA-FIGH OF - -SYS-UE" ON PROPER-rY: ( ci -rc-le - one ) - - Fr,on -t - Rear - Le-Ft Side - Righ-t Sid Middle Front - Middl. e- Rear COMMENTS : A, vv SYSTEM USE APPROVE YES p Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road ,,»»,�,,,�� Queensbury, AY 12804 ARRIVE am/pm: DEPART "� am/pm Notes: (51,8) 761-8256 Inspector's Initials NAME: _ yc PERMIT# LOCATION (?�j ry�,� INSPECT ON(date): (2 l TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers _ Monolithic Pour Form Reinforcement in Place The contractor is responsi e fo providing protection fro freezi g for 48 hours following th place ent of the concrete. Materials for this purpose on ite Foundation/W allpour Reinforcement in Place Foundation/D ampproofmg Backfill Approval Pl bin der Slab P ent/Pe"`—rrr=',lace #li��lunib' — ea h g gh-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration.ftrrrer ,f p 1 z ire S.e aration .. t� Penetration Sealed } Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Building.Codes.Inspection.FORIvIS\GENERAL INSPECTION REPORT.doe Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIPT-amlpm: DEPART11- am/pm Notes: (518) 761-8256 Inspector's Initials � I NAME: PERMIT# 0 CAP LOCATION: T q INSPECT ON(date): 2-1-1 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placeme t of the concrete. Materials for this purpose on site foundation/Wallpour Reinforcement in Place Foundation/Dampproofi Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In Insulatio, Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Stu ds/Headers Bra i g�Bridgmig- g'J j ist Hangers Jack ack Posts/Main Beam it Infiltration Barrier Fire Separation 1,2,3,hoiir-V4-KT(* Penetration Sealed Fire Wall 2,3,4 hour Firestopping_ L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet, Building& Code Enforcement At tirn7e ::)�::= 742 Bay Road O Queensbury, AT 12804 ARRIVE-am/pm: DEPART am/pm Notes: (518) 761-8256 Inspector's Initia NAME: PERMIT# 0 2- LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsiblfl�r _ providing protectio:tj from ezi for 48 hours following the p t me ce of the concrete. \ce e it Materials for this purpose on si Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- /uct work or piping in unheated spaces R- roper Vent,Attic Vent Frami ag -Studs/Headers 45racing/Bridging Joist oist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Building.Codes,lnspection.FORNIS\GENERAL INSPECTION REPORT.doc Office Use . .GENERAL, INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE-am/pm: DEPART j �am/pm Notes: (518) 761-8256 Inspector's Initials NAME: 1 �-� PERMIT# 0 -�- LOCATION: L c- �.t-�/�r' PO INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Plac The contractor is r pons le for providing protecti n from eezing for 48 hours follov ing the p acement of the concrete. Materials for this pu ose on s to Foundation/Wallpour Reinforcement in Plac Foundation/Dampproofr Backfill Approval Plumbing Under S a _ Plumbing Vent/Vents in Pla Rough Plumbing Heating Rough-In Insulation Foundation Wails Interior R- Foundauo {Walls Exterior R- Floors R /ra R- R- ork or piping in ated spaces R-toper nt, t Jack Studs/Head s BracingBridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:tSueHemingway\Building.Codes.Inspection.FORNiS\GENERAL INSPECTION REPORT.doc Office Use GENERAL R4SPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE-am/pm: DEPAR T 4 dam/pm Notes: (518) 761-8256 Inspector's lnitia,4��I— 11 NAME: PERMIT# <52-1 LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is res onsnsibl for providing protection orn fre Zing Ing for 48 hours follow' the pla ement of the concrete. I it Materials for this purpos on sit Founclation/WaUpour_ ReXorcement in Place Y6undation/Dampproofin VBackfill Approval Plumbing Under Slab Is P Plumbing Vent/Vents in Pla e�_ Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exteriox R- Floors Walls Ceiling R- Duct work or piping i unheated spaces R- Proper Vent,Attic Ven/ Framing Jack Studs/Headers Bracing/Bridging— Joist Hangers Jack Posts/Main Beam, Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestoppin L:\SueHemingwayNBuilding.Codes.Inspection.FORMS\GENERAL INSPECTION REPORTAGC GENERAL MSPECTION REPORT 3P (518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive—am/pm Depart$ Inspector's Initials NAME: PERMIT 400U-0(0 LOCATION: DATE : TYPE OF STRUCTURE: :lip L lx�l I Q Q RECHECK N/A.YE NTS NO C Initials TS -\V/ofings/Piers Monolithic Pour Form j Reinforcement in Place The contractor is respo "or' providing protection ft m fr ing for 48 hours followin the pla ment of the concrete. Materials for this purpos on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval_ V Plumbing Under Slab Z\ Plumbing Vent/Vent s.46 Place�__ Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping; N1EVORANDUM DRAWING DETAIL #4 JOB # 010102 7xlo�Is°ac,. HAYES 4PLEX - FND-DETAIL 3-2d 80114P:0 IN " 7 2x6 KNEEwa MIRCICN i 015 o'c"w/1/5 MING 2x6 P.I.at Ptk1E W/ ill.SEPJ, 1 � I ' co i` t 8'`POURED CONC.WALE 4"RE INFORCED CONQ.SLAB W/66 5/5M9F T.O.S:0-'-4" 16" @ TIM IN.BELOW,SURFACE&#4 90' 16''@ 24"O.C. REBAR(RE INFORC ING AS REQU IRED BY STATE CODE) t � 1 � t PROV IDE WATERPROOF ING,BARR IER ON OU-S IDE SANDY SO IL BACK F ILL ADDRESS NC r) Y ' ; FOUNDAT ION WALL A5 REQU IRED 2'R I ID EPS FOUND. INSULAT ION 24 KEY WAY 01 NE �N CONC.F ILLE7 41"FTG.DRA I N W/F I LTER FABR I C I N 42 CRUSHED ro g KEITH �d� N N STONE @ 12"MIN.RAD i US FROM.CENTERL I NE OT �� °' c 0,4 16 AS�REQU IRED PIPE v" 16"x8"COT:CONCRETE FTC.W/2+CONT.REBARS .ti T.O:S. TOP OF SLAB 0'-4" ; to T.O.W. TOP OF WALL 8'-0" <,,;*,; , �a vo" T.0.F. TOP OF FTG. -4'�0" `�: � 4 �CT ION 6"COMPACTED GRAVEL.W/ > °� 6M IL POLY.VAB?OR BARR IER: '` �- FNO=P E FOR try' 95 70, -VES a . J OA 294 Ev YoRK''ISTATE 295, 0716 35 ._. 1 fi'67" ! Ors zs Tax 29M' '!" ;�;� _,�E -•...`,, �•r' � r �� �� +fir �„��� �' t �-� . r \` LOT 2 94, 69 sglft. co h i. CfPy', '�`\; •tip �� f 1 �0 -� -�• � 'Ik,1��,\.�,��`•\ ----�. aces ! 4 ;`.N MIN. SLOPE 1 /4" PER FOOT SEPTIC TANK BY FORT MILLER OR EQUAL APPROXIMATE FINISH GRADE INLET & OUTLET BAFFLES MINIMUM 2x WIDTH MAXIMUM 4x WIDTH RECOMMEND ALL ACCESS & CLEANOUT OPENINGS BE RAISED TO 6" BELOW FINISH GRADE. O U u00 PROVIDE 3" SAND OR---------(6- i `' q u O PEA GRAVEL UNDER TANK SEPTIC TANK N.T.S. SEPTIC TANKS 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS - NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. ALARM ON PUMP ON PUMPS OFF 1.250 GALLON PRECAST CONCRETE SEPTIC TANK INLET BAFFLE CONCRETE OR STONE MARKER ABOVE ALL BURRIED COVERS RECOMMENDED. 12" MIN. COVER OVER ALL STRUCTURES / ELECTRICAL Q Q 1 JUNCTION #1 DISTRIBUTION BOX BY FORT MILLER OR EQUAL M N ALL OUTLET INVERTS Q00TO PEA BE EXACTLY THE A T SAME GRAVEL ELEVATION. (USE OF SPEED LEVELERS U15TRIBUTION BOX ENCOURAGED) N.T.S. INSTALLATION OF DISPOSAL FIELDS 1-1/2- DIA. PIPE 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND 3/8" DIA. WEEP HOLE CORRUGABTED TUBING INSTALLATION TANK LEACH OF THERMOPLASTIC �D CHECK VALVE 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 3 AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN ' SMEARED SECTIONS OF TRENCH. 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND GEOTEXTILE BARRIER MATERIAL SHALL BE AS SHOWN, AND CARE SHALL BE SUBMERSIBLE EFFLUENT PUMP EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND OTHER WASTE MATERIAL IN THE STONE AND PIPE. 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE MERCURY FLOAT SWITCH TH WEIGHTTYP.) EFFLUENT PUMP STATION NOT TO SCALE 1. PUMP TO BE EFFLUENT PUMP RATED AT A MINIMUM OF 30 GPM AT 20 FEET TOTAL DYNAMIC HEAD. PUMP TO BE 1/3 HP GOULDS MODEL 3B55WEO3L OR EQUAL. 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY PUMP MANUFACTURER. AUDIBLE AND VISIBLE ALARMS TO BE ACTIVATED BY SEPERATE FLOAT. 3. PUMP CYCLE VOLUME - 250 GALLONS - WS OF ABSORPTION FIELD PIPE VOLUME. # BEDROOMS ( NOTE 1) WASTE FLOW G.P.D. SEPTIC TANK (MIN. CAPACITY GAL.) (SEE NOTE 3 & 4) SEPTIC TANK MINIMUM LIQUID SURFACE AREA(S.F.) DISPOSAL FIELD TRENCH LENGTH PERCOLATION RATE (MINUTES) 1-5 6-7 1 8-10 11-15 16-20 21-30 W 0 ---I Nf Z a� m 2 260 1000 27 10� 130 145 162 186 217 1.300 3 390 1000 27 162 195 217 244 279 325 1,950 4 520 1250 34 216 260 290 325 372 433 2,600 5 650 1500 40 270 325 360 406 464 542 3,250 6 780 1750 47 325 390 433 488 557 650 3,900 DRAINAGE SWALE ON UPHILL SIDE OF SLOPED SITES SEWAGE DISPOSAL SYSTEM SIZING NOTES: 1. EXPANSION ATTICS, ETC.. ARE COUNTED AS BEDROOMS. 2. ASSUMES. USE OF CODE CONFORMING PLUMBING DEVICES WITH 2.6 G.P.F. TOILETS AND 3.0 G.P.M. FAUCETS AND SHOWER HEADS. 3. TANK SIZE REQUIREMENTS FOR MORE THAN 6 BEDROOMS SHALL BE CALCULATED BY ADDING 250 GALLONS OF CAPACITY AND SEVEN SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. GARBAGE GRINDERS ARE TO BE CONSIDERED EQUIVALENT TO ONE ADDITIONAL BEDROOM. 4. DOSING IS REQUIRED FOR SYSTEMS WITH A TOTAL TRENCH LENGTH GREATER TH AN 500 FEET. 5. REQUIRED BASAL AREA IS DEFINED AS THE AREA BENEATH THE ABSORPTION TRENCHES, EXTENDING 2.5 FT. IN ALL DIRECTIONS FROM THE OUTER EDGE OF ALL TRENCHES. IF NECESSARY, INCREASE THE SEPERATION DISTANCE BETWEEN INDIVIDUAL TRENCHES TO ACHIEVE THE REQUIRED BASAL AREA. 20' MIN. 4" TOPSOiL do SEED 5,-CPE oa3MPx CAREFULLY SELECTED FILL MATERIAL WELL -GRADED LOAMY SAND, OR WELL GRADED LOAMY SAND GRAVELS, CONTAINING A MIN. OF 12X SILTS OR CLAYS. NO ORGANIC DEBRIS, AND NO SOLID OBJECTS LARGER THAN 3 INCHES IN DIAMETER IN PLACE PERCOLATION RATE OF BETWEEN 5 AND 30 MINUTES. 6' MIN. E TO ABSORBTION TRENCH (SEE STANDARD ABSORPTION TRENCH) 20' MIN. VARIABLE ORIGINAL L MIN. 2'. (IF PRESSURE DISTRIBUTION OR DOSING SIPHON IS USED MAY BE REDUCED TO MAINTAIN MIN. 2 SEPARATION TO HIGH GROUNDWATER, ROCK OR IMPERVIOUS SOIL) 01 ZO,• �l 1. >, l■ = I • Xopr RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS. THE PIPS SHALL BE LAID WITH THE HOLES DOWN IN ALL CASES. 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY FROM THE DISPOSAL FIELD. /. BMW ANY CLEARING OR GRUBBING OF THE 97E E INMAIED. AND DURING EARIINWONNK PHASES► SEDIMENT TRAPS INNALL BE CONS7NUM IN ALL 81 SWAM AND DnC= AND AS INDICATED ON THE PLAN. 2. SEDIMENT WRAPS SHALL CONSIST OF NAY SALES PLACED TO FORM A PERM80US BARRIER W TINE SWME OR Wft & AT LEAST IIIO WODDDI OR METAL STAKES SHALL BE DRIVEN THROUGH EACH BALE TO ANCIM 1T IN PLACE. CONW?ITIONAL SNOW FETNCW MAY BE USED IN LIEU OF STAKES TO STABILIZE BALE TYPE IEDENENT TRAPS. 4. AM EVERY BTORM EACH SEDIMENT TRAP SHALL EIE INSPECTED FOR FALUMM OR CLOG INQ, AND ANY FAILURE OR CLOGGING BHALL ■E M■IEDIAIEI.Y COIRIECIFD. 5. ALL BARE EARTH AREAS SHALL ■E SEi m AND L LOVED AS SOON AS IS POSS■LE TO PREVENT ERO ION, AM EMERY BARE MARTIN AREA SHALL K SEEM AID MULCHED BY OCTOBER id. ,EMPORARY RAM GROWTH COMER CROII A1INIOMN. AS ANNUAL RVEGII MAY KUSED FOR TEMPORARY SURFACE a SMA L mom AND IEWORARY INiQtCEPIOR DNmw% INNXIfiPORATING SEDMEINT ft AI I Df OJW ILOM ARE 8111111M OF CI 7. NEW SWALES AID UNLINED DADDIES SHALL NNOORPORAIE MATINNG OR NETTINo OVER SEED AND MULCH WHEN IM WAW SIAPE MICEIM 2X ALL SHALES AND UNISED OIMU OWL BE SEO= UM REED-CMIARY QRM FOR MW4j FEET UINERR IME OF INE SWALE OR DITCH CENTERLINE, AT A RAZE OF 25 STRAW NIMEOIAIEL AF1E1N �MNE; ALL �DFv AREAL STILL K IM.C= IM NL IM CONTRACTOR SHALL COMPLY VMN IM NEW WK GUIDFLINCB FOR UIVIM EROSION AND SEDIMENT CONTROL AS PIElJS1#D BY IM EII+IE STAIE CHAPM OF THE SOL AID WAVER CONSERVATION SNWY. -0" O.C. MAX. 10' �.�`:- •ill, 36" FENCN: POST. 10' oo MAX DRIVEN 16• MIN INTO GROUND 9LT STOP FABRIC EMBED C MIN IN GROUND UNDIsnNaIIEv GROUND SEDIMENT CONTROL FENCE NOT TO sm a Sw" a o 0 0 0 0 PLAN a SWME OVERLAP ENDS 2'-0" 4'-0" 2'-0" 15X MAXIMUM CROSS SLOPE OVERFILL TO ALLOW ON SLOPED SITES FOR SETIEWENT Mrrxr STIES BUID MY OR 81RAr A � FINSHED GRADE Smim HAY BALE DAM - CHANNEL FLOW NOT TO SCALE EARTH NON -WOVEN GEOTEXTILE FILL SOIL SEPARATION FABRIC 2„ X C PERFORATED z a LATERAL 3E � 1a MIN.2" MAX. � � N 00 T�` u CRUSHED STOLE" - r' 6'-O" -'-I d Z N � MAXIMUM SEASONAL HIGH GROUNDWATER ELEVATION STANDARD ABSORPTION TRENCH SECTION "SEWAGE DISPOSAL LAYOUT" NOTES, . 1. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR TO SPREADING FILL MATERIAL. 2. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. 3. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE DEPARTMENT OF HEALTH STANDARDS. 4. INCREASE THE SEPERATION DISTANCE BETWEEN INDIVIDUAL TRENCHES AS READ. TO ACHIEVE THE REQUIRED BASAL AREA. (SEE SEPTIC SYSTEM SIZING DETAIL) N.T.S. 6" MIN. 12" MAX. --� 2 aMIN. 000O0 SLOPE BARRIER MATERIAL 'I =11i1 \-- 4" PERFORATED PVC LATERAL, BOTTOM OF TRENCH SLOPE 1/16"-1/32" PER FT. TO BE LEVEL NOTES. 1. END OF ALL DISTRIBUTOR PIPES MUST BE PLUGGED UNLESS INTERCONNECTED. 2. ALL LATERALS TO BE OF EQUAL LENGTH. STANDARD ABSORPTION TRENCH PROFILE N.T.S. PRESSURE STORA 6" MIN. Q it C3 GARAGE SEPTIC TANK AT LEAST 50' FROM WELL AND 10' FROM HOUSE TIGHT JOINT 4" PIPE ON SLOPE OF 1 /8" /FT. 10' MIN. DISTRIBUTION PIPE MIN. WELL rc� HOUSE ITOE OF TILE FIELD DISTRIBUTION BOX GRADE 1/8" /F1 (SEE NOTE 4) 10' MIN. PROPERTY LINE SEWAGE DISPOSAL LAYOUT NOTES: 1. TILE FIELD TO BE 100' OR MORE FROM ANY LAKE, SWAMP, DITCH OR WATERCOURSE AND 10' OR MORE FROM ANY WATER LINE UNDER PRESSURE. 2. FOR SEWAGE PIPE BETWEEN HOUSE AND DISTRIBUTION BOX USE DUCTILE OR CAST IRON PIPE, OR SCHEDULE 40 PVC WITH CEMENTED JOINTS. 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE AWAY FROM SEWERAGE SYSTEM. 4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL. WITH CONTOUR ONES. Goz WELL SEAL CONCRETE SLAB CEMENT GROUT OR--" - PITLESS CASE BENTONITE SLURRY MOTOR CABLE STEEL WELL CASING DROP PIPE PITLESS ADAPTER WELL CASING TO A MINIMUM DEPTH OF 50 FEET SUBMERSIBLE PUMP MINIMUM CAPACITY 5 GPM O A STORAGE TANK PRESSURE OF 60 PSIG TYPICAL WELL DETAIL N.T.S. R~ 14 U w 0 0 � a w � o0 M W 4? 0 po i O E cm Cat mil 0 V � a �' z 04 R Q) z V% o o z W mu) b PI 136 0 a r- �' Go a o m 4 v4 D --1 SHEET 3 OF 3 DWG. NO. 95072-D1 'I ji f WETLAND DISTURBANCE j( 1,437 SQ. FT. I Lid Al tu IY 29 .• Jr 4.' •iJ f ` _ _ JJ T`• f it y� i J 1 ! + �fw ! fi - •r � J T OR M _ W A 1E R D _ E n .j. i 2 .r ON AREA _ 'r ••/ Er A 291 - U r J f' f ! r •rJ !t _ `t •J • ! ao J i .•fir ,f I; Jr. t N N _ • JJ N f 1 r'. y � - 3 } } } •r 1 a GD I .ti 291 .' r ` J/ i r Z Z WA % . f 'IER-- o f ,r t •OEiEN n ST oRM w oN r A •J �: NFl TER n�A DE ARE N j SEPTIC i c"°,' tt A A FILTRAn -o 1 I � ♦29'I ON AREA -F tv r • � f � RESERVE i d� •�' — �+" � I AREA 11� ;: i PLEX c +2o ti n w- -1 •. ` > ._ ... _ ...... _ ... \ ___---ueenflrt..fl3r.0.1293.0 i � I flrst•H It 4.7 PORCH 4—PLEX - ._ _ _ . - .t e 3ot 0boflrPORCH SEPTIC �� I ► v pv Q� RESERVE . v W o V e AREA f�.' ......t `—`• r / I I H Sri ai a) Of � O {TVi SE'PIIC TANKS • mi mum* ---__- --- - .. _ TYR 'P TGAC SEPTIC Numm TYR t 1 N { ---- ?............: �� a 1-1 /2" DIA. _"" --- -- �._ �'`�"""`'�. some -` - ......:.'.'.... ._ __ -. FORCE MAIN first Sot. �o r 5 LATERALS 1.---1 flr.: c 1 I t flr.. 93.0 <`r ' ,�,� ®100 EA. j RESERVE j ?gr ' — tP LX < (TYP N o N RSEPTIC ESERVE i Z + AREA ,....'.,, WETLAND DISTURBANCE �9ti I �finflnt firms:`30 TOP OF FILL # I AREA TEST PIT INFORMATION w �,c i r 29 f�t •,` 2,839 SQ- FT.'' �. 105' MIN. i TOP OF FILL 1 #1 0-9" " TOPSOIL DEFPi '`: ; RUBBLE STONE k07 -' L- - -- ,�3' MlN. 9-24 LOAMY FINE SAND J �- _ _- ! STORM Rp�� cRAwr�r RETAINING 2 _ _ - 24-55" VERY FINE SAND �'� U .WALL �� 55-64" SILT ,. oolp +291 MOTTLING AT 28 a� c 10-19" VERY FINE SANDY LOAM n ST MWATER DETENTION #2 0-10" TOPSOIL JINLTRATION AREA 1""1 19-39" VERY FINE SAND 1""1 s� +291 MOTTLING AT 18" • - - �--" #3 &4 0-8" TOPSOIL ` VERY FINE SANDY LOAM c V m P 8-17 c Z 17-54" VERY FINE SAND �4 1s -__ i MOTTLING AT 17" #5 0-8" TOPSOIL _ to 2-20" VERY FINE VERY FINE SANDY LOAM w �j 0 or ',�' , \ \\ --�-_. s `, --- _ -- MOTTLING AT 18" O 3 o - Cp4, l t �� ' ® -`--- "'�"`i, — `._ �_ -- #6 0-8" TOPSOILF- i 1 I -- _ - - _.._ - . 8-20" VERY FINE SANDY LOAM 20-44" VERY FINE SAND O V 11 y cr+ 1 1 EXISTING ' '� ,f' / ' / ' ---- mm.. MOTTLING AT 14" / ` - + ~� �► 1 1 1 1 DUPLEX - fr i -- - _ �� #7 &8 0-8" TOPSOIL UNDER ` ' t,�!" --`- ---- + 8-21" VERY FINE SANDY LOAM j...�j rn WLA 1 1 I CONSTRUCTION 1 "-- _� _ 21-27" VERY FINE SAND ND 1`, 1 i 1 iJ `�"- —. 27-31" SILTY CLAY LOAM ad ---,. nO A 31-55" VERY FINE SAND i' MOTTLING AT 16" #9 0120M OP 0-0"TVERY aFINE SANDY LOAM j r! 20-43 VERY FINE SAND 43-52" SILTY CLAY LOAM MOTTLING AT 16" - I gj110 0-9 TOPSOIL 9-20" VERY FINE SANDY LOAM i l ` '-� j"!' ''i `• 20-48" VERY FINE SAND , MOTTLING AT 20" 1 #11 0-10" TOPSOIL 10-19" VERY FINE SANDY LOAM 1 c+ \ ' ! r f/ rf _. .._. _ _ - - - - - • ! _ _ . ..... 19-46" VERY FINE SAND DaW NoVeMbW A 20M ..` MOTTLING AT 1 \#1 r f LOO ` i'�,y, __ !�• F ZQNE TEST PITS BY CHARLES H. MAINE ON 1/9/01 Debl�� \ A4 mono qmuw_Gone SEPTIC SYSTEM DESIGN --- - :-.� EXISTING `s. �, ® ` - =' '—•.. - �•' ..-%�'"' `•..1 ,DUPLEX •,�,_ -UNDER "4 ' _ �� "�---_ DESIGN FLOW - 4 - 2 BEDROOM APARTMENTS PER 4-PLEX = 880 GAL/DAY 1 'i ONGTRUCTION .> �' ''" f " , _ SEPTIC TANK - USE ONE 1,250 GALLON TANK FOR EACH 2 APARTMENTS c; - OR 4 BEDROOMS ' - ,' '' J ABSORPTION FIELD -EXISTING SEASONAL HIGH GROUNDWATER TABLE v' J'; , -+ t _ _ � � ;� t � a ; J';-'' ,, .- - - - MAKES STANDARD OR SHALLOW ABSORPTION TRENCH SYSTEM UNUSABLE. THEREFORE FILL SYSTEMS MUST BE USED. STRIP TOPSOIL IN AREA OF FIELD AND PLACE NEW FILL O WITH IN -PLACE PERCOLATION RATE OF 5 TO 30 MINUTES PER INCH. y _ - REQUIREDLBASALTEM AREAETAILFOR EACH 4-PLEX = 880 GPD/0.2 GPD/SF. =4,400 SQ. FT. _ U r "" t ' ,•' ,t''` ,;''" j';J _ I _ - ASSUMING 5 TO 10 MIN/INCH FILL MATERIAL, TRENCH APPLICATION RATE = 0.9 GAL/DAY/SQ.FT, THEREFORE 490 LINEAL FEET OF TRENCH IS REQUIRED FOR EACH 4-PLEX. USE 5 100' LONG LATERALS AT 9.25' SPACING. BASAL AREA IS THEN 105' BY 44' = 4,620 SQ. FT, > 4,400 SQ. FT. REQUIRED. "- 30' ,m # 47291 DwCL S- 3 SHEET 3OF4