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2003-850 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 CE PUT IFICATE OF OCCUPANCY Permit Number: P20030850 Date Issued: Thursday, October 07,2004 This is to certify that work requested to be done as shown by Permit Number Y` P20030850 has been.completed: Tax Map Number: 523400.290.000-0001-k-010-0000 Location: STONEKUR.ST Dr Owner: DOUBLE S PARTNERS,LLC Applicant: DOUBLE S PARTNERS,LLC This structure may be occupied as a: By Order of Town Board Garage-2 Cars Attached oI EE sBU Single Family Dwelling A Duector of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,-Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030850 Application Number: A20030850 Tax Map No: 523400-290-000-0001-082-010-0000 Permission is hereby granted to: DOUBLE S PARTERS. LLC For property located at: STONEHURST Dr 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: DOUBLE S PARTERS, LLC Garage-2 Cars Attached 14 LONE TREE Loop Single Family Dwelling $195,000.00. DIAMOND POINT, NY 12827-0 Total Value $195,000.00. Contractor or Builder's Name Address Electrical Inspection Agency Plans&Specifications 2003-850 LOT 59 HSE#31 STONEH,URST DRIVE 2183 SQ FT SINGLE FAMILY DWELLING WITH 2-CAR ATTACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS . $314.86 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, October. 27,2004 (If a longer period is required,an application for an extension must he made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town Of uee ctober 27, 2003 SIGNED BY r the Town of Queensbury. Director of Building&Code Enforcement Building hermit Application Town of ueensb�Y—Pe t of Community Development,742 Bay Road,Queensb�Y,NY (518)761-8256 A permit must be obtained before beginning construction. _Permit File No. No inspection will be made until applicant has received a -Fee Paid a (� -valid building permit.-All applicants'spaces on-this Rec.Fee Paid $ - application must be completed and must appear on the Reviewed By: application.form. Applicant: ere�i ¢. �el R. .r.Gi C "C Owner: 'C�o ¢_ �a�. •t P.iea Z.L C_ . Address: .114 ca,.ss 'i,z�.� '�r e _ Address. 14- Phone#(fit&'`) Gh8'- -�4 Phone#(sLd)&&,'.7L'Zk' Property Location: Lot Number: /n 3' House Number _31 / =- a ;l.s- (1v r=` Subdivision Name: ��_..�.a� e4d,--'-- - Tax Map Number:t W tY .New Building: residence /commercial Estimated Market Value of Construction:$ P 9 S— o O'c� ❑ Addition:. residence/ commercial 'If an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial ❑ No change to exterior size: residence/com'I ❑ =-Other work(describe ) Check OccupancyInform_ ation Y Floor 2" Floor. Other floor Total Below, sq.ft.. sq.ft. sq,ft. Square Feet tar Single family dwelling c>A47, 1 / ❑ Two&rntly dwelling o Townhouse ❑ Multifamily dwelling #of units ❑ Office ❑ Mercantile �iae ❑ Manufacturing 6 7 s"nor ❑ 1 car:detached`garage ❑ 2 car detached garage . o 3 car detached garage ❑ car attached garage' 2 car"attached garage 0 3 car attached garage ' o Storage building commercial o " Storage building- residential o Other What is the proposed height of the structure ram' feet inches Will any second-hand or ungraded lumber be used? 4f,so,for.what? ,/1/0. Type of Pleating System: electric I oil wood /'forced hot air/ baseboard/other: Number ofFircmaces to be installed Number of Woodstvves to be installed 3_ List below the person(s)responsible foi-supervision of work as regards to building codes: Name" Address Phone-Number Builder / Lo {o Plumber Mason Electrician -�4a C„ Mn u i 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 owner. Further,'it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all new constr�uctiom contractor- Signature! ddrtl .pl -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: i File Pe'rmit No. Tax Map No. _T n I C1 Owner's Name: t�>*, Fee Paid ................ ............ ..................................................................... Address: LQ 9CD��-�CAA_ 2. INSTALLER'S NAME PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow} Year of House: No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980- 1991 x 130 gal/bdrin = 1991 —present 3 x 110 gal/bdrin = Garbage Grinder Installed yes T I no Spa or Hot Tub Installed yes no D 4.' PARCEL INFORMATION: (circle applicable information&indicate measurements) 2003 Too jzraphy Soil Nature Ground Water Bedrock or L=ervious Materiai!-Lf� ifib-9tia-W DIV Ftaz < sand at what depth at what depth Rolling loam feet feet Steep slope clay we water supply %slope other from any septic-system depth: absorption isliro ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: .. Zf2 minuteper inch i• Z07— e>oj 15000ft/. fovro- 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). Add2:50 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: 49 gallon (min. size 1,000 gal.) f?kv Tile Field: each trench ft. Total System' Length: Seepage Pits): number of size of each: _ft. by_ft. Size of Stone to be used: # depth or thickness feet Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: Size of each:_gallons TOTAL Capacity: gallons 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 Town of Queensbury Sanitary Sewage Disposal Ordinance. Date Signaturh of responsible pdrson APPLICATION FOR PUBLIC ACCESS TO RECORDS • 3 TO: RECORDS ACCESS OFFICE, TOWN OF QUEENSBURY 742 BA)'ROAD QUEENSBURY,NEW YORK 12804 ` API' �> �'Weir� —X� I,hereby apply to inspect the following records: 6/ Explain prupose: Signature Phone Number 07/^c5-r t Print Name Representing Mailing Address Da e FOR AGENCY-USE APPROVED i� DENTED Record of which this agency is legal custodian cannot be foetid Signature/Title Date ---- -- -----____. 140TICE:You have a right to appeal a denial of this application to the Head.of the Agency,who must fully explain his reasons for such denial in writing seven days of receipt of an appeal. I hereby appeal: Signature APPLICATION FOR PUBLIC ACCESS TO RECORDS TO: TOWN OF QUEENSBURY RECORDS ACCESS OFFICE 742 BAY ROAD QUEENSBURY, N.Y.12804 RED 1VE .a I, hereby apply to inspect-the foilowing records: K, 0 t;EENSBISRY Ry"S()rFtt F �.� ,.t. , _ EXPLAIN PURPOSE: APPLICANTS NAME: C (� �f ( �Ck-e ✓V 1 MAILING ADDRESS: S Dir AGENCY USE APPROVED DENIED Record of which.this agency is legal Custodian cannot be found: -.Signature/Title =Date: .NOME Mou-have.arightto.appeala denialofthisapplication.to the HeadoflfieAgency who mustful rexpiain his reasons.forsueh denial in'writfngseven days of receipt ofan appeal j .1herehyappeaz -signature ; TOWN OF QUEENSBURY,-TOWN CLERK'S OFFICE 742 BAY ROAD,QUEENSBURY,NEW YORKA2804 E-MAIL towncierk@ciueensbury.net Fax No. (sts)74s-4474 'Phone No.(S18)761-8234 Queensbury Building & Code Enforcement - Reside I Fi al Inspection Office No.(518)761-8256 Arrive: pm a a p Date Inspection request received: Inspector's Initi s: NAME: 6:-:,-,e RMIT#: 0 r C �J LOCATION: VN-1 A A V DATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more(2,stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Co!nplete Interior/Exterior-RailinRs 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum V2" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate V/X. Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp, 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: _ / Every Bedroom: Outside every bedroom area: _ Inter Connected: — / Battery backup: Carbon Monoxide Detector Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss, draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer -4Z Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, I sq. ft.-150 sq. ft.vents Building No./Address visible from road V/ Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if reguired Okay to issue C/C or C/0[Temporary/Permanent L:\PamW\Building&Codes\lnsi)ection Forms\Res.Final Insp.form 2.docLast Printed 2/12/04 Queensbury Building & Code Enforcement - Residential Final Inspection ~Office No.(518)761-8256 Arrive: am/pm Depart: am/pm Date Inspection request received:C� Inspector's Initials: NAME: PERMIT LOCATION: DATE: 2TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more al,stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in, or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" Gypsum Grade awayfrom foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hat Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backu Carbon Monoxide Detector Bathroom Fans, if.no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grad- Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/a hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required ? �� Final Survey Plat Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required Oka to issue C/C or C/O f Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res,Final Insp.form 2.docLast printed 2/12/04 `t Mapping Notes Note: Only title surveys bearing the maker's embossed seal should be relied upon since other than embossed -seal copies may contain unauthorized and undetectable modifications, deletions, additions, and changes. Note: Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seal t5 a violation of section 7209, 5ub-divt51on2, of the New York 5tate Education law. Map of a Survey of Lot 59 - Stonehurst 51tu to In Town of QueenSbu County of Warren State o New York 5cale: ! " = 50 feet Date: 22 April 2004 5urvey a Map by 5UtVeyol'8 Engmeem LAKE GEORGE, NI W YQRK 12845 Revised asbudt of disposal system 7/ 14/'04 Revised field location of house 911 Q04 QU54 7 5 Residential Final Inspection ------ Office No. (518)761-8256 Date Inspection request iv Queensbury Building&Code Enforcement Arrive: a m art: rttr�F pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: pw� PE IT#: 77;7Z-zQ4 LOCATION: D rTE: TYPE OF STRUCTURE: cA Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof Roof 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 E�— tc)� Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft, or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief—Valves)installed Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches /4hour fire door/door closer Gara e fireproofing Duct work Scaled properly Attic access 30 in.x 24 in,x 30 in.(ht,)In accessible area Crawl Spaces 18"x 24"access, 1 sq.ft.-150 sq. ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System Sewer Dept,Inspec.tion Sticker Flood Plain Certification,if required Okay to issue C/C(Cert. Of Compliance) Okay to issue.Temporary C 0(Cert.Of Occupancy) Okay to issue Permanent C 1 0(Cert. Of Occupancy) L:\SueHemdngNvay\Buildit)g.Codes.Inspectioti.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 Septic Inspection Report Office No.(518)761-8256 Date Inspection•requ t re Queensbury Building&Code Enforcement Arrive: p part: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia NAME: --5= P IT NO.: LOCATION: S59 l SPECT ON: RECHECK: Comments and/or diagram Soil T San m I Clay Waterline separation distance- ft. Well separation distance 100 ft. Other wells: Absorption Field: Total length Length of each trench C-130-ILAUD-�ft. p OF- sizsz) C>p C 61 De --I ft. pth of trenches -'2 Size of Stone Seepage Pits: Number Size: , x Stone Size: Piping Size Type Building to tank LA%% �bajA-):LL— Tank to Distribution Box JA -SN Distribution Box to Field 1 Pit %-A C� Opening Sealed: Y/NI Partial Location/Separations Foundation to tank Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _ZY_N Location of System on Property: Front Rem(- j eft�Side Right Side Middle Fron�dle Rear System Use Sta s: Approved Partial Approved and needs to be re-inspected,please call the'Building&Codes Office Disapproved LASucHerningway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 W (IN CU 0 0 CU 0 CU 15 O� 11� F— I 0 0 0 Gell. 5 Drilled Well 0 Drilled Well 0 LOT, 5 8 Stabilized Percolation Rate 8 - 10 min./in. Required Linear feet= 184 0 100 f 000cjConcrete 5e0tic tank 37.5 II II II II II �� II Drilled Well 0 Drilled Well n _ rcolation Test min/in /0 0 f �5 � I nt�,P.�r�p ter wltYl #�'� 5 O >) Infiltrator lined 186±LF house (Under construction) Drilled Well 0 PrzIT SAS, r 5TR ET #3 1 T 6� /�::)or.,, Map of a survey of J,ot 59 - Stonchurst Situ to in Town of Queens ury County of Warren State o New York Scale: 1 " = 20 feet Date: 22 April 2004 5urvey Map by •1'' Di 1AT �so4 5uEngineers LAKE GEORGE. N YORK 12845 5ed a5built of d+5po5al system 7/1 4/'04 QU54 754 Septic Inspection Report Office No. (518)761-8256 Date Inspection re q t r ved- Queensbtuy Building&Code Enforcement Arrive: p D art: am/pm 742 Bay Rd.,Queensbuly,NY 12804 Inspector's Initial . NAME: t t �- S pRg\K, NO.: 2rW3 �v L LOCATION: ��)QLIC SPECT ON: fo --77—off RECBECK: Comments and/or diagram Soil Type: Sand/Loam 1 Clay Ty pe of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length Length of each trench ��E��Tag.� p-� Depth of trenches ft. Fv_�M Size of Stonej -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 Location/Separations Foundation to tank ft. Foundation to absorption " Separation of Pits ft Conforms as-per Plot Plan j3Location of System on Property: ` Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:'.SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 LETTER,0 FT RAN SMITTAL Professional 12 East Washington Street Glens Falls, NY128O1 DATE JOB NOTEL518~792~2907 ATTENTION— \ FAX 518-798-1864 TO vvs ARE SENDING YOU MAuouhou [] Under separate cover via —the following items: � El Shop drawings []Prints []Plans El Samples El Specifications - - -' '- L]c:opyoi|eur'-__-_-_-_-CJ'.:hango-order_ '_.-[] - COPIES DATE NO. DESCF�IPTION.- THESE ARE TRANSMITTED as checked below: [] For approval [] Approved ansubmitted O Resubmit —copies for approval [] For your use [] Approved as noted O Submit _____--copies for distribution > [] Asrequested [] Returned for corrections [] Return —corrected prints For review and comment []' r O FORBIDS DUE O PRINTS RETURNED AFTER LOAN T0US REMARKS cmPYTO s|Gm If enclosures are not em noted,kindly notify usatonce. DONSTATE OF NEW YORK 'DEPARTMENT OF HEALTH Flanigan Square,547 River Street,Tray, New York 12180-2216 Antonia C. Novello,M.D.,M.P.H.,Dr.P.H. Dennis P.Whalen Commissioner Executive Deputy Commissioner June 1, 2004 Mr.H.Thomas Jarrett,P.E. Jarrett-Martin Engineers,PLLC 12 East Washington Street Glens Falls,NY 12801 Onsite Wastecvater-Tzeaunent_S_ystems_.(_ONUTS)_ Stonehurst Subdivision (T) Queensbury,'Warren County Dear Mr. Jarrett: This letter is in response to your letter dated May 1$,2004, concerning Lot#31 in the NYSDOH approved Stonehurst Subdivision located in the Town of Queensbury. As presented in your letter, the approved Stonehurst Realty Subdivision OWTS design plans call for"stone-and-pipe" trenches and you would like to substitute Infiltrator'.s"Equalizer 24"gravelless chambers in lieu of the stone-and-pipe. It is acceptable to substitute the specified gravelless chambers in the trenches in lieu of stone-and-pipe on a one-to-one linear foot basis. All other aspects of the approved OWTS design must be adhered to. Please provide a copy of the"as-built" OWTS system to the homeowner and the Town of Queensbury's Code Enforcement Officer(CEO). In general,the substitution of NYSDOH approved gravelless chamber systems in lieu of stone-and-pipe trenches is acceptable as long as the total linear feet of trenches is not reduced and all other aspects of the OWTS design are not modified. If you have any questions please call me at(518)402-7650. Si rel _ .. ames R. Meacham, P.E. Senior Sanitary Engineer cc: Ben Pierson,BWSP Anita Gabalski,GFDO M Queensbury—Code Enforcement Ape-, - PJ(30�, Septic Inspection Report Office No. (518)761-8256 Date Inspection reques Queensbury Building&Code Enforcement Arrive: a pa an : 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials- NAME: NO.: LOCATION: INSPECT ON: ,201c RECHECK: Comments and/or diagram Soil Type: Sand 1 Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance Other,wells: DO ft: Q •� Absorption Field: Total length AC611- Length of each trench — ft. Depth of trenches ft. Size of Stone Ic4 t Seepage Pits: Number r 4- Size: • x t Stone Size: Piping Size Type # Building to tank q}t Ksa Tank to Distribution Box Distribution Box t ield l t Opening Sealed Y/ artial f�bt` 1�6�uei�j Location/Separations t � �,g c�0E_ Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Location of System on Property, Front Rear (!�ftS�ideRight Side Middle Front Middle Rear _System Use Status: 1 Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\.SueHemingway\Building.Codes.Inspection.FORMS\Septic InspectiowReport,doc don a�rY8,240 � � Septic Inspection Report A Office No.(518)761-8256 Date Inspection re-,quest c ed. Queensbury Building&Code Enforcement Arrive: In'.61 In De rt: a 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: T-'x--&)BLE A� IT NO.: Z-00a —Rt�o LOCATION: LC5Z S ,ECT ON: RECHECK: U— Comments and/or diagram Soil Type an oai Clay TypeofWater: Municipal/&ell Wat_er-) Waterline separation distance— Well separation distance ft. Other wells: Absorption Field: Total length It. Length of each trench o. ft. Depth of trenches Size of Stone Seepage Pits: Number 7-0 Size: Stone Size: CQ A Piping Size T e � Building to tank CIH 40, Tank to Distribution Box Distribution Box t* 'eld Pit tt clC. C tiI cT 1> Opening Seale artial Location/Separations Foundation to tank Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y Location of System on Property: Front Re Left Side Right Side t Front f Middle M r i:dd:leF- '_iddle Rear System Use Status: A9roved ' aI:tial Approved and needs to be r'e-i-nspected,:please call the'Building&Codes Office Disapproved L:\SucHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518) 761-8256 ]Date Inspection req -re ei Queens-bury l3uilding &- Code Enforcement Arrive: a 742 Bay Rd_, Queensbury, NY 12804 Inspector's Initials NAME: P IT TqCX: R-F-C141F-CF--: Comments and/or diagram Soil -rype: Sand f Loam f Cl 'rype of Water: Municipal /t'W-ell Water:5 Waterline separation distance 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: X-A 4N-V -Piping Size -rype Building to tank -rank to Distribution Box- t Ax ]Distribution Box to Field V Pit Opening L-4 artial Locations / Separntions Foundation to tank ft. Foundation to absorption Separation of Pits ft Conforms as per Plot Plaii y - Z ]Location of System on Property: Front Rea Left Side Right Side ---------- ---IVri-ddle Fron--f-,_�Middlc Rear System Use Status:Approved Partial Approved and needs to be re-inspected, please call the'Building 8c Codes Office Disapproved L-:\SucHemingway\lAuilding.Codes.Inspection.FC)P-MS\Septic Inspection R-eport.doc January 28,2003 Framing /Firestopping Inspection Report s f Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p ep & arrdpm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:V7 NAME: PERMIT#: LOCATION: 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. V A 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 V2(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 waff— Fire separation 1,2, 3 hour C " Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Y2.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,lnspection.FORMS\FramingFirestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (5 IS)761-825 6 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: . am/P Depart: r,aanVpm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: PERMIT#: LOCATION: hr SPECT ON: TYPE OF STRUCTURE: Comments Y N/A 0,0 gs Apit� 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:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbuiy Building&Code Enforcement Arrive: a 742 Bay Road,Queensbury,NY 12804 Inspector's 1n7ifials:�upeparl: am/pm NAME: PERMIT#: LOCATION: 5 TCAN d VA5 7-- INSPECT ON: �Me, TYPE OF STRUCTURE: Framing Y N" N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 3 6 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall,2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin&all 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 Reportdoc January 28,2003 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received- Queensbury Building&Code Enforcement Arrive: —am/T, epart m 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials.. NAME: PERMIT#: LOCATION; -;b I INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS ' Framing Jack Studs/Headers Bracing/Bridging D0 Joist hangers Jack Posts/Main Beams /L)C)T Exterior sheeting nailed properly 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 V2(w) 16 gauge(8) 16D nails each side -cc) RY Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall.2,3,4 hour Firestopping Penetration scaled /16 inch insulation in cavity min, rage Fire Separation House side Vz inch or 5/8 inch Type X Garage side 518 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.FORJVIS\TramingFirestopping Inspection Report.doo January 28,2003 ,-Office Na {518} Rough Plumbing 1 Insulation Inspection Report ,,.-- � 761-825f Date Inspection request receive Queensbury Building&Code Enforcement Arrive: am/p ep amlprn 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: �_ PERMIT##: 03-8 � LOCATION: INSPECT ON: �- TYPE OF STRUCTURE: 6 G-M y N N/A PVC: R-I R-2,R-3,R-4 Drain./Vents Cast Iron,Copper Drain/Vent/Comm. , 1 ` Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One &Two Family a9tion Reside ial Check/Commercial Check s L 0 -Pro er Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated s aces Combustion Air Supply for Furnace Work Sealed Properly Duct Wo COMMENTS: ,L:\.SueHemingway\Building.Codes.Inspection.FORMS\R.ough Plumbing Insulation Report.doe January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ D p"art: am/pm 742 Bay Road, Queensbuly,NY 12804 Inspector's Initials: NAME: () PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: PVC: R-1,R-2,R-3,R-4 Drain 1 Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Z; A1f7-46C Rough Plumbing/Nail Plates �� `�S Head or Air Supply Test Drain and Vents {a GF IA 6(0 S r up 5 PSI or 10 ft. above highest .Connect" n for 15 minutes Water Su y Piping Cop erCornmercial gjdper,CPVC,Pex One &Two Family ulation I Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation J t c2i��_ NS�L.>�1-7 f c. If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly 111� 66 Q, Act • A�1 C_ ��/��'S �l Arv-E- 74G��-'?cl f,G/' 6r-bk COMMENTS: W 1A IL:\SueHemingway\Buiiding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 1da) am/pm Depart: awdpm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: Zk3l INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A. COMMENTS Jack Studs Headers Bracing Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12$1 O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16,gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall,2,-3,-4 hour Firestopping Penetration sealed 16 inch insulation in cavijX min. Garage Fire Separation House side Y2 inch of 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:\SueHemingNuay\Building.Codes.Inspection.FORMSWraming Firestopping Inspection Report.doe January 28,2003 Framing /Firestopping Inspection Report Office No, (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: aor am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 112804 Inspector's Initials: Q-:"� NAME: Z PERMIT#: LOCATION: 3 INSPECT ON: 02 A YU TYPE OF STRUCTURE: Y N -NIA COMMENTS Framing Jack Studs Headers Bracing Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 3 6 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall,2, 3,4 hour Firestopping Penetration scaled —16mch insulation in cavity min. Garage Fire Separation House side Yz 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 b*elow grade 5.0 sf grade L:\SuelIemingway\Building.Codes,Inspection.FORMS\FramingFirestopping Inspection ReportAoc January 28,2003 Framing Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 2,%I-c) am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 1.2804 Inspector's Initials: NAME: PERMIT#: -3i LOCATION: "±3,Z INSPECT ON: 24314'�� TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs Headers Bracing Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(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 rm Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above i below grade 5.0 sf grade L-.\SueHemingway\Building.Codes.Inspection.FORMSTrarning Firestopping Inspection ReportAoc January 28,2003 Rough Plumbing,/ Insulation Inspection Report Office No. (518) 761-8256 Date Inspection.request received: - (.7 0 1_T Queensbury Building&Code Enforcement Arrive: ?h, am/pm :Depart: I T am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: '3) NAME: S PERMIT #: LOCATION: H,,e- . rh/ 1 4-C/ INSPECT ON: ` q TYPE OF STRUCTURE: Y N NIA PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent 1 Comm. •Plumbin Vent/Vents in Place ' °bu P uaimbin / ii PlatesAlb /ts 1 % 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 Cooper Commercial Cooper, CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent r `, Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct'ta e r COMMENTS: f't, ;r • L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Repoit.doc November l7,2003 r FraAng Firestopping Inspection Report Office No. 518 7,61-8256 Date Inspection request received: a ,•�'� h `. Queensbury But ding.&C/eE�nfbrcement Arrive: am/pr�i part; op0am/pm 742 Bay Road, Queensbtz/3 NY 12804 , Inspector's Initials: � NAME: _ L� PERMIT#: ! — ' 'LOCATION: f INSPECT ON: J LJ TYPE OF STR- TUBE: r\ . " COMMENT Jac�k Sq Js/'Headers' Brxmg/Bridging Jost hangers 2 ;Tack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headro6m,6 ft. 8 in. Stairwells 36 in. or more Headraorn 6 ft. 8 in. i Notches/Holes,/Bearing Walls Metal Strapping for Notches Top Plate 1 %a(w) 16 gauge(8) 16D nails each side Daft stopping 1,000 sq. ft, floor trusses _ /Anchor.Bolts 6 ft, or less,on center r 41 Ice and snow shield 24 niches from wall Fire separation 1, 2,3 hour _ Fire wall.2, 3,4 hour Firestopping ; Penetration sealed 16 inch insulation in cavitymin. ; Garage Fire Separation- House side%Z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(II) -, 20 in. (W) 5.7.sf above/below grade .5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.F.ORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: At ? V Queensbury Building&Code Enforcement Arrive: ain/ Deppt: am/pm 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials. NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N , N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I/V2 16 gauge(8) 16D nails each side aft stopping 1,000 sq. ft. floor trusses 4Anchor Bolts 6.ft.or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration scaled 16 inch insulation in cavity min. Garage Fire Separation House side V2incb 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 LASuellerningway\Building.Codes.Inspection.170,RMISTraming Firestopping Inspection Report.doc January 28,2003 Framing/Firestoppifig Inspection Report Office No. (518)761-8256 Date inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Devart: m/pM 742 Bay Road,Queensbury,NY 1.2804 Inspector's Initials NAME: PERMIT#: LOCATION: INSPECT ON: t 11-2-1 TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side aft stopping 1,000 sq. ft,floor trusses /Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min, Garage Fire Separation House side 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 LASueHemingway\I3ui1ding.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received:,, Queensbury Building&Code Enforcement Arrive: a )m De aft: <,-(j' am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials -->, NAME: - QW �0- PQ,\,r1"RQAA�j- PERMIT#: 0 LOCATION- L INSPECT ON: TYPE OF STR�*URE: Y N N/A Framing COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. State wells 3 6 in. or more Headroom 6 ft. 8 in. Notches/Holes/.Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor o ts 6 ft. or less on center Y-,Iand 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 V2inch or 5/8 inch Type X Garage side 5/8 inch Type X CeilingAvall Windows Habitable Space/Bedrooms 24 in.(H) 20 in. (W) 5.7.sf above below grade 5.0 sf grade LASueHerningway\Bui1ding.Codcs.InspectionTORMSTrarning Firestopping Inspection Report.doo January,28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: a Depart: ? pm 742 Bay Rd., Queensbuly,NY 1280 Inspector's Initials: Db t,,6 le -5 NAME: Is PERMIT#: '- ' ' 13>LOCATION: INSPECT ON: 0 6 TYPE OF STRUCTURE: Comments Y /A ootings 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:\SucHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Reportdoc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building'&Code Enforcement Arrive: a mZ/p /) Depart:p 4ar t: I t 'a pm `P_ 742 Bay Rd., Queensbury,NY 12 Inspector's Initials. NAME: 24�71 PERMIT#: LOCATION: 3� vke%j-t�r- VK---1NSPECT ON: TYPE OF STRUCTURE: 3 i Comments Y N 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:\SueIlemingway\Building.Codes.Inspection.FORMSToundation Inspection Reportdoo January 28,2003 Foundation Inspection Report Office No. (51 i3)761-8256 Date Inspection reques rec ' c Queensbury Building&Code Enforcement Arrive: am/ m D art: am/ 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: �Pr ` ERMIT#: �,�( LOCATION: INSPECT ON: �{ — TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in-Place fi responsible for p cs—T 1 6 The contractor is res '-- 1 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 poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Z-oc)� April 22,2004 New York State Department of Health Attn: Anita Gabalski,Director 77 Mohican Street Glens Falls,NY 12801 Dear Anita: Fallowing up on our phone conversation earlier today regarding the placement of new septic tank in the front yard of a house uphill from my home on 33 Stonehurst Drive in Queensbury. The subdivision.plan.for the septic on the lot indicated it was to be installed in the back yard of the home. However,last Saturday the builder had a contractor digging in the front yard of the home next door. I placed a voice message to the Town of Queensbury building and codes department immediately, and subsequently talked with John O'Brien at length about my-serious concerns. John indicated he was surprised to learn the builder had installed the septic system in the front yard,and had not previously notified the Town prior to requesting an inspection of the septic system: I an also concerned about the.soils on the property and the poor percolation rates that may be anticipated in our area. Needless to say I have a health concern,that septic will end up contaminating my well and compromise my family's health.: John O'Brien.indicated the septic system was designed by Dennis Dickinson,a licenseed:weer,but:h t.-thc 1, Health Department needed to sign off on infiltrators used in the front yard,shorter length than the original dicsign, uistcad ofuSingT crux hed,stora_c. .'lease let nnc IMON your findings regarding this potentially serious situation.. You:may;:each me at 51 9-744-4�41, or athome in the-evening at793- 845. Sincerely, e .Brower O er'—33 Stonehurst Drive Queensbury / Cc eensbury Building,and Codes Department Jab Site Address: Date: Owner; Application Na, File Na. Building Permit-- Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req.Light Actual Req.Vent ' Actual Sq.Ft. Remarks Room Room 8%of Room Light ., 4%of Room Vent Opening for in Area Square Area Square Egress Squire Footage Footage Feet . 13 S Phis ar L;1SueHamingwayl9uilding.ParmicFRRMSWat,Light,VentilCalculation,Sheet.doc Job Site Address, l , Date: Owner: � • �� 1 Application No, File No. WINDOWSCHEDULE ' 44 pp��4 ' < ,, R �y� ! y„+T"',�' f ;'n'G:.; •, yin,:!�.o�., � •� �S�v ��I�:Gr! v i �h'�,{CI' ,511 �.•,?'v •� M'.�` 1,,M Lacy Window Window W �,' r � ;r;::indowMf Window Unit or Ni ",�;: .�:' ?' �'' �ii;;;? ''.':,, le�r. . � ► SpecialHardware or m Model ' " Number or Name Stock 'Qi d �'` '' t t�" "" �,„ ° � '` � iaibt N� „� og Q hl Instructions Or C CSt Ct ta4 �� r eh "r. > ` ;' z 1� � u � t a,C t Letter on Type p Number asi a a` r' � Call Size liw„tt X.Ny,uCva n: c y4I Ca�99� ,CC C Cyp ,7tt� i ip.v.ili as xl C..C�rv... e t C i qyp d `�r 4�fCt �1Cyt 3C 7 CE C C' 7777EEEE CGa4 �y tt x�"',fvr �A' ,(.v.�.S'Fd;:'S�o •7 y E�,ya� `��tY�y� 01u y, . @41d eC�i� �7(�',J• ,i L�;r a 4i 1 11�7Gyl� ;�t , p�,.t�oiYn:'al•nJ" ,. 2610, 35 �a . 31t, �04 3/4 415 A51 THIS LINE HAS EXAMPLES OF SAMPLE ENTRIES Orr i i } a t'q 1�;„ 'A' �T ,dry •f�Y •� C t:l,:t S 1f 'tC�l }. t.�., Tempered {;�. x§, t;t "4• M.,a,,b I� ttl,,ti�dtr�f t' ,•u,tj°.,,rat H�z`a �y'�t?C�Lit±i 4 t '.h 4wy�r �i,Gq,�.rih�v? aiy'+�;.J� Itw��cn, .. �!.�;;tj %^ r +,�Y�'tn ,ti + �,+r '.'Y � .,� )it ';�r t$"may':� 4t r �G'{cr• 1 fact�x 9¢�� t. r1.t�� l'U, •n' ,v�•y IJ�aZ�n �" � ,'ar ''?a4 i� .�+t�ha C 1•��i s;,rK•„ ' 'i�a s'� �'�� ,t C'Cs a��}�t r.w'iF4rN ��`.�,�?' `a.f i�y� 41rs'�a� {� ,•t�'; r�tit'}'p�i�s� �o.�„�;• �� is ,:taf��Ci�tri l.t�t4r1PCybr f+t1� 6 �•, ;�� t.w;% �` at ts+•.$`.+1 ry^�l. a�M'• i>"tt ' .� :.5.��.�1•�1:iq r�1".v��'f f.,' .�. :�i. P�lrr�1�9 '�tt r, t�'�t,#�I��".Gl'S 'r v t. t v L,1SueHemingway\Boilding,Permit,PORMS1Window Schedule,doc 03 Y50 Permit Number REScheck Compliance Certificate Checked By/Date 1995 MEC REScheckSoflware.Version 3.5 Release lc Data filename:C:lProgram FileslChecklRESchecklMR.&MRS°TONY CERRONE TITLE:RESCHECK CITY:Glens Falls STATE:New York HDD:7635 CONSTRUCTION TYPE:Single Family DATE:07/01/03 DATE OF PLANS:RUNE 25,2003 PROJECT INFORMATION: MR.&TNM CERRONE COMPANY INFORMATION: PBS COMPLIANCE:Passes Maximum UA=718 Your Home UA=653 9.1%Better Than Code(UA) Gross Glazing Area or , Cavity Cont. or Door Perimeter R Value R Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 210 0.0 30.0 7 Ceiling 2:Flat Ceiling or Scissor Truss 210 0.0 30.0 7 Ceiling 3:Flat Ceiling or Scissor Truss 380 0.0 30.0 12 Ceiling 4:Flat Ceiling or Scissor Truss 150 0.0 30.0 5 Ceiling 5:Flat Ceiling.or Scissor Truss 600 0.0 30.0 19 Ceiling 6:Flat Ceiling'dr Scissor Truss. 350 OA ' 30.0 11 Ceiling 7:Flat Ceiling or Scissor Truss' 612 0.0 30.0 19 Wall 1:Wood Frame, 16"o.c. 1345 0.0 21.0 104 Window 1:Vinyl Frame:Double Pane with Low-E 6 0.320 2 Window 2:Vinyl Frame:Double.Pane with Low E 14 0.320 4 Window 3:Vinyl Frame0ouble Pane with Low-E 14 0.320 4 Window 4:Vinyl Frame:Double Pane with Low-E 14 0.320 4 Wall 2:Wood Frame, 16"o.c. 216 0.0 21.0 16 Window 5:Vinyl Frame:Double Pane with Low-E, 8 0.320 3 Window 6:Vinyl Frame:Double Pane with Low-E 10 0.320 3 Wall 3:Wood Frame, 16"o.c. 117 0.0 0.2 25 Window 7:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Wall 4:Wood Frame, 16"o.c. 104 0.0 0.2 5 Window 8:Vinyl Frame:Double Pane with Low-E 8 0.320 3 Window 9:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 10:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Door 1:Solid 50 0.200 to Wall 5:Wood Frame, 16"o.c. 162 0.0 21.0 13 Wall 6:Wood Framdj 16"o.c. 320 0.0 21.0 24 Window 11:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 12:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Wall 7:Wood Frame, 16"o.c. 392 0.0 21.0 30 Window 13:Vinyl.Frame:Double Pane with Low=E .14 0.320 4 Wall 8:Wood Frame, 16"o.c. 288 0.0 21.0 22 Window 17:Vinyl Frame:Double Pane with Low 8 0.320 3 Wall 9:Wood Frame, 16"o.c. 66 0.0 21.0 5 Wall 10:Wood Frame, 16"o.c. 66 0.0- 21.0 5 Wall 11:Wood Frame, 16"o.c. 216 0.0 21.0 17 Window 18:Vinyl Frame:Double Pane with Low E 9 0.320 3 Wall 12:Wood Frame, 16"o.c. 126 0.0 21.0 9 Window 19:Vinyl Frame:Double Pane with Low E 9 0.320 3 Wall 13:Wood Frame, 16"o.c. 108 0.0 21.0 9 Wall 14:Wood Frame, 16"o.c. 270 0.0 21.0 22 Basement Wall 1:Solid Concrete or Masonry 396 0.0- 11.0 23 Wall height 9.0' Depth below grade:6.0' Insulation depth.9.0' Window 14:Vinyl Frame:Double Pane with Low E 14 '0.320 4 Window 15:Vinyl Frame:Double Pane with Low-E 12 0.320 4 Window 16:Vinyl Frame-Double Pane with Low E 12 0.320 4 Basement Wall 2:Solid Concrete or Masonry 324 0.0 11.0 21 Wall height 9.0' Depth below grade:6.0' Insulation depth:0.0' Basement Wall 3:Solid Concrete or Masonry 162 0.0 11.0 10 Wall height 9.0' Depth below grade:6.0' Insulation depth:9.0' Basement Wall 4:Solid Concrete or Masonry 117 0.0 11.0 7 Wall height 9.0' Depth below grade:6.01 Insulation depth:9.0' Basement Wall 5:Solid Concrete or Masonry 216 0.0 11.0 14 Wall height-940' Depth below grade:6.01 Insulation.depth:9.0' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 528 0.0 21.0 21 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 612 0.0 21.0 24 Floor 3:All-Wood Joist/Truss:Over Unconditioned Space 1728 0.0 21.0 69 Boiler 1:Gas-Fired Steam,75 AFUE Air Conditioner 1:Electric Central Air, 10 SEER 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 1995 NEC requirements in RES checkVersion 3.5 Release lc (formerly MECchecl�and to comply with the mandatory requirements listed in the RES checkInspection Checklist Builder/Desiguer Date r REScheck Inspection Checklist 1995 MEC REScheckSof3ware Version 3.5 Release lc DATE:07/01/03 TITLE:RESCBECK Bldg. I Dept. Use Ceilings: ( j 1. Ceiling 1:Flat Ceiling or Scissor Truss,R 30.0 continuous insulation Comments: [ ] 2. Ceiling 2:Flat Ceiling or Scissor Truss,R 30.0 continuous insulation - Comments: [ ] 3. Ceiling 3:Flat Ceiling or Scissor Truss,R 30.0 continuous insulation Comments: [ ] 4. Ceiling 4:Flat Ceiling or Scissor Truss,R 30.0 continuous insulation ] Comments: ( j 5. Ceiling 5:Flat Ceiling or Scissor Truss,R 30.0 continuous insulation Comments: [ ] 6. Ceiling 6:Flat Ceiling or Scissor Truss,R 30.0 continuous insulation Comments: [ j 7. Ceiling 7:Flat Ceiling or Scissor Truss,R 30.0 continuous insulation Comments: Above-Grade Walls: [ j ( 1. Wall 1:Wood Frame, 16"o.c.,R 21.0 continuous insulation Comments: ( ] 2. Wall 2:Wood Frame,16"o.c.,R 21.0 continuous insulation Comments: [ ] 3. Wall 3:Wood Frame,16"o.c.,R-0.2'continuous insulation Comments: [ ] 1 4. Wall 4:Wood Frame, 16"o.c.,R-0.2 continuous insulation Comments: [ ] 5. Wall 5:Wood Frame, 16"o.c.,R 21.0 continuous insulation Comments- [ ] 6. Wall 6:Wood Frame,16"o.c.,R 21.0 continuous insulation Comments: [ ] 7. Wall 7:Wood Frame, 16"o.c.,R 21.0 continuous insulation Comments: ( ] 3 8. Wall 8:Wood Frame, 161,o.c.,R 21.0 continuous insulation 1 Comments: [ ] 1 9. Wall 9:Wood Frame,16"o.c.,R 21.0 continuous insulation Comments: ( ] E 10. Wall 10:Wood Frame, 16"o.c.,R 21.0 continuous insulation Comments: [ j j 11. Wall 11:Wood Frame, 16"o.c.,R-21.0 continuous insulation - Comments: [ ] 12. Wall 12:Wood Frame, 16"o.c.,R-21.0 continuous insulation Comments: [ ] 13. Wall 13:Wood Frame, 16"o.c.,R-21.0 continuous insulation Comments. ( ] 14. Wall 14:Wood Frame, 16"o.c.,RM.0 continuous insulation j Comments: ' ) I Basement Walls: [ ] ) 1. Basement Wall 1:Solid Concrete or Masonry,9.0'ht/6.0'bg/9.0'insul, [ ] I 12. I R 11.0 continuous insulation l I I Comments: [ ] I 2. Basement Wall 2:Solid Concrete or Masonry,9.0'htt6.0'bg/9.0'insul, R 11.0 continuous insulation [ 3 I 13. I Comments: [ ] I 3. Basement Wall 3:Solid Concrete or Masonry,9.0'ht(6.0'bg/9.0'insul, R 11.0 continuous insulation Comments: [ ] ) 14. j ] I 4. Basement Wall 4:'Solid Concrete or Masonry,9.0'ht16.0'bg/9.V insul, 1 I I R 11 A continuous insulation Comments: 5. Basement Wall 5:Solid Concrete or Masonry,9.0'ht16.0'bg/9.0'insul, [ ] I 15. I R 11.0 continuous insulation Comments: I ) Windows: [ ] I 16. [ ] ) 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] I 17. [ ] ) 2. Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 I I For windows without labeled U-factors,describe features: P I I #Panes Frame Type Thermal Break?[ }Yes[ ]No Comments: 3. Window 3:Vinyl Frame:Double Pane with Low-E,U factor.0.320 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] ) 19. [ ] I 4. Window 4:Vinyl Frame:Double Pane with Low E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?{ ]Yes[ ]No Comments: I [ } I 5. Window 5:Vinyl Frame:Double Pane with Low-E,U-factor.0.320 - I For windows without labeled U-factors,describe features: [ ] I I #Panes Frame Type Thermal Break?[ }Yes[ ]No Comments: [ } I 6. Window 6:Vinyl Frame:Double Pane with Law E,U-factor:0.320 Flo, I For windows without labeled U-factors,describe features: [ ] I 1. I #Panes Frame Type Thermal Break?[ ]Yes[ ]No I I Comments• [ ] I 2. [ } ) 7. Window 7:Vinyl Frame:Double Pane with Low-E,U-factor.0.320 I I For windows without labeled U-factors,describe features: [ ] I 3. I #Panes Frame Type Thermal Break?[ }Yes[ ]No Comments: j ] I 8. Window 8:Vinyl Frame:Double Pane with Low-E,U factor:0.320 I gea I For windows without labeled U-factors,describe features: [ ] I I. I #Panes Frame Type Thermal Break?[ }Yes[ ]No Comments: [ ] ) 2. [ ] I 9. Window 9:Vinyl Frame:Double Pane with Low E,U-factor.0320 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ TYes[ ]No I Air I Comments: [ ] I Join [ ] I 10. Window 10:Vinyl Frame:Double Pane with Law-E,U-factor.0.320 leaf I - For windows without labeled U-factors,describe features: [ ] I Rec I #Panes Frame Type Thermal Break?[ }Yes[ ]No witl I Comments: 3" 11. Window 11:Vinyl Frame:Double Pane with Low-E,U-factor.6.320 I I For windows without labeled U-factors,describe features: . REScheck Inspection.Checklist 1995 AMC REScheckSoftware Version 3.5 Release lc DATE:07/01/03 TITLE:RESCBECK Bldg. Dept, Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R 30.0 continuous insulation Comments: [ } 1 2. Ceiling 2:Flat Ceiling or Scissor Truss,R 30.0 continuous insulation ' - Comments: [ ] 3. Ceiling 3:Flat Ceiling or Scissor Truss,R 30.0 continuous insulation Comments: [ ] 3 4. Ceiling 4:Flat Ceiling or Scissor Truss,R 30.0 continuous insulation Comments: [ ] 5. Ceiling 5:Flat Ceiling or Scissor Truss,R 30.0 continuous insulation Comments: ( ] 6. Ceiling 6:Flat Ceiling or Scissor Truss,R 30.0 continuous insulation Comments: [ ] 7. Ceiling 7:Flat Ceiling or Scissor Truss,R 30.0 continuous insulation Comments: Above-Grade Walls: [ ] ( 1. Wall 1:Wood Frame, 16"o.c.,R 21.0 continuous insulation Comments: [ ] t 2. Wall 2:Wood Frame,16"o.c.,R ZLO continuous insulation Comments: [ ] 3. Wall 3:Wood Frame, 16"o.c.,R-0.2 continuous insulation Comments: [ ] 4. Wall 4:Wood Frame, 16"o.c.,R-0.2 continuous insulation Comments: [ ] 5. Wall 5:Wood Frame,16"o.c.,R-21.0 continuous insulation Comments: [ ] 6. Wall 6:Wood Frame, 16"o.c.,R-21.0 continuous insulation Comments. ( ] ( 7. Wall 7:Wood Frame,.16"o.c.,R-21.0 continuous insulation Comments: [ ] 8. Wall 8:Wood Frame, 16"o.c.,R-21.0 continuous insulation E Comments: [ ] 9. Wall 9:Wood Frame, 16"o.c.,R-21.0 continuous insulation Comments: ( ] 10. Wall 10:Wood Frame, 16"o.c.,R-21.0 continuous insulation ( Comments: [ ] ( 11. Wall 11:Wood Frame,16"o.c.,R-21.0 continuous insulation E Comments: [ ] j 12. Wall 12:Wood Frame, 16"o.c.,R 21.0 continuous insulation J Comments: [ ] 13. Wall 13:Wood Frame, 16"o.c.,R-21.0 continuous insulation Comments: [ ] 14. Wail 14:Wood Frame, 16"o.c.,R-21.0 continuous insulation Comments: i Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be identified so that compliance can be determined. [ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] I Insulation R-values and glazing U-factors must be clearly marked on.the building plans or specifications. I ' Duct Insulation: [ ] I Ducts in unconditioned spaces must be insulated to R 5. Ducts outside the building must be insulated to R 8.0. Duct Construction: [ ] I All ducts-must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. [ 1 I The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] I Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating andlor cooling input to each zone or floor shall be provided. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I 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: [ ] I HVAC piping conveying fluids above 120 T or chilled fluids below 55 OF must be insulated to the levels in Table 2. s .t Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F`) Up to 1" Up to 1.25" 1.5"to 2.011 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 HYAC Pipes. Fluid Temp. Insulation.Thickness in Inches by Pipe Sizes Piping System Types Range 2"Runouts I"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 L5 NOTES TO FIELD (Building Department Use Only) r �a Check Residential Plan Review: One&Two Family Dwellings Y/N/N/A Y,k2)Full sets of plans Over 1,500 sq. ft.-Stamped Design Loads On Plans:90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size 4 Door Schedule/Main Entrance 36"Door ergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.ft.. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor sidentia]Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans oundation Drainage On Plans,if required 6"Drop in 10' Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where Required ice and Snow shield 24"Inside,Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors fairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise , Winder Run and Rise Spiral Not Allowed From 2n Story Smoke Detectors Battery Backup and Proper Location �'athroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides ailing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed BUILDING PLANNING R306.2-FIGURE R307.2 R306.2 Kitchen.Each dwelling unit shall be provided with a SECTION R307 kitchen area and every kitchen area shall be provided with a TOILET,BATH AND SHOWER SPACES sink. W06.3 Sewage disposal.All plumbing fixtures shall be con- R307.1 Space required.Fixtures shall be spaced as perFigure 07'2' nected to a sanitary sewer or to an approved private sewage dis- posal system. R307.2 Bathtub and shower spaces. Bathtub and shower R306.4 Water supply to fixtures.All plumbing fixtures shall floors and walls above bathtubs with installed shower heads be connected to an approved water supply.Kitchen sinks,lava- and in showercompartments shall be fmishedwithanonabsor- tories,bathtubs, showers,bidets, laundry tubs and washing bent surface.Such wall surfaces shall extend to a height ofnot machine outlets shall be provided with hot and cold water. Iess than 6 feet(1829 mm)above the floor. WALL WALL WALL 1NALL WALL F4-4 IN. 41N �4IN; 2 M. �t- TUB 30,'N. WC 30IN. t21 IN. MIN. CLEARANCE LAVATORIES 24 IN.CLEARANCE IN FRONT OF OPENING SHOWER WATER CLOSET OR BIDET �� WALL 151N.� 151N TUB 21 tJ- jCLEARANCE CLEARANCE WALL TUB WATER CLOSETS WALL For SI:1 inch 25.4 ma • FIGURE R307.2 MINIMUM FIXTURE CLEARANCES 19 `fo lr Act _ 218 .9/6.55� f 7: M S'7 29 'i✓' 6J b ,•,a ;` 3 (` �,c per_ .,..---,.. _ ^��_ _ _ ° E An 7�� a a ti o 5,17 0r1 r�t7 x Pt¢. `............__,,.,, I?o.00 i� Zc ' v, 9f T72�iACC41 2(°5,901.OZ Sq. M o l.6oAr3 37' you 3 4 � Ste,° �r,Er, ,$ o ►�/ o.. \ V8 2s4 1o3?.G Q G tf.x Gx' N S'^GVIYECT Ta Pn-(LGir ,\ ( OW°3!' ✓D''W 20' {' N ORdaNkcl- IA 278 5,"y SQ. 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