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2005-251
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 4z Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20050251 Date Issued: Monday, October 02, 2006 This is to certify that work requested to be done as shown by Permit Number P20050251 has been completed. Tax Map Number. 523400-289-018-0001-025-000-0000 Location: 35 FITZGERALD Rd Owner. DAVID & GAY JARVIS Applicant: DAVID & GAY JARVIS This structure maybe occupied as a: Fireplace By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Cod o ent Planning Board or Zoning Board of Appeals. BLDG. PERMIT NO. 2005-251 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property 3bocated at; 35 F"geAaxd Road David Jaxvda for the following uses: Singte Fam-tty Vweft' _ng r Octtoben 14, 2005 , ��� DATE SIGNAT RE OF APPLICANT TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby ( )APPROVED ( )DISAPPROVED with the following conditions: CvtiAicace on Occup ae-U to b bu d- upon compteti.on oj: 1) Comp.!?ece Skd,ing 2) 1 ji6xaa smoke daec:t:on nea x uppeA becuwomd 3) Widen attic accedd in ckoze%t 1 ndtaY..f addaedb on =4,t boax TEMPORARY CERTIFICATE OF OCCUPANCY )$10. )FPO QI A )$100.00 received on Oe.�oben 14, 2005 Date of Issuance Director of Bldg. & Coe Enforcement T111S TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES 365 DAYS FROM THE DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050251 Application Number: A20050251 Tax Map No: 523400-289-018-0001-025-000-0000 Permission is hereby granted to: DAVID & CrAY.TARVTS For property located at: 35 FITZGERALD 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: DAVID & GAY JARVIS Fireplace I SUSAN PI Single Family Dwelling $300,000.00 QUEENSBURY, NY 12804-0000 Total Value $300,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications A2005-251 3 541 SQ FT SINGLE FAMILY DWELLING WITH 2 FIREPLACES $424.80 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday, May 03, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the'Town of Queensbury before the expiration date.) Dated at the Town of Queen bury; uesday, May 03, 2005 i /4�SIGNED BY ' for the Town of Queensbury. Director of Buildin &Co Enforcement Job Site Address: -=� �i TZ ex a Date: Owner: DA v/D GAY J A nv l s Application No. File No. 39 U S-C)-S j 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 Square Footage Footage Feet A60N r 446 37/24 47,54, /8.76 29.44 ►4,72 Fes-f.D)?WfI fir iYd-r o) 244 11,S3, 45,•38 ,'74 35. 12. 14 , 72 f3 SORa�M 4P 500rM) I39 M 1Z 2 i, (0 20,4 6• FAM 1 Ly RaoM 7?2,(0 (03. 4 83.2l0 31. 7 45.94 14. 72 )3 b'mcwy cowi,� /68 /3,4 34.3 �,72 34, D A �s -4t Q . ? . L:\SueHemingway\Building.Permit.FORMS\Nat.Light.VentiI.Calculation.Sheet.doc f O'"8020 ,u Job Site Address: `7 r �� �' �`� �x �� Date: Owner: oA yr fl �'G,4y rJ,4 Rv j s Application No. File No. 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 _ Square Footage Footage Feet R r 4�(P 14,72 37/24 47,56 18,76 2-9.44 uur j 244 I ,S3 45•38 '74 28.32, 14, '7Z a 6t7Rudti/ � 3. � GP SWrK) 139 1+1Z 21140 ✓6;-51 6• l=g+�►��y Rooms ?924 43, 4 G7,87 11. 7 43,4=4 14.7Z /68 j33s'DRdO^/ /3,4 .5?,3 V NI N Krsa 3�2.5 14•S 35�72 $•��.4, 7 L:4SueHemingway\Building.Permit.FORMSWat.Light.V entil.Calculation.Sbeet.doc Job Site Address: 3, �� �2 /���� Date: Owner: DA\1 i q ,1 c Ar J A R v►S Application No. File No. WINDOW SCHEDULE Window Window Mfg. Window Unit or al Hardware or Number or Name Model Stock A-Par izng Opettg Ieiglat Instructions. Letter on Or Type Number 5etgixC, ]rtmxh I frtches Plan Call Size Lil 1 ` Itltes ANOtRSEj-4 C'SMT CW(43 7^ 4LCI 6. 13,e, �•c� 22%� 43 t Q Ah1DER5N4- S ) '7'E/tiP�R6�7 c'sMT CW14-3 7L/g 4-0 21'� 13.6 �•8 Z 438 L.4ss O RND&C�SEN G'3Mr cm4 2'4g 4_Dz, 7.2 lo•S 2274 '438 d A}IiJERSz" C'sMT CWA-3 7=1 5r�8 Z7.r!o 17.2 $.�0 22 6 �5 CTC°IV , i lV Py O A�1DE/ZSEN C 3MT G/Ty-3 41-1 3-72 /�. 7 7,4 /A N1i¢ MbNRRCH 8 S M T 362o 3!02 �Jp 2i /0 3�2 ��� �✓�/� ill © ANJCKs E hl C'SM T 234 a-o� 4'-D Z I 11 7 A 0 51 J i8 s q 31 THIS LINE HAS EXAMPLES OF SAMPLE ENTRIES sr F' e �62i �l/ 6 S:j�i" 15.30: 8 36 6a 3.., ? Tempered. a �� {s f„ �1tb' " Glazing`': D r L:\SueHemingway\Building.Pennit.FORMS\Window Schedule.doc Permit No. c�-�✓ Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid v► a 742 Bay Road,Queensbury, NY 12804 Recreation Fee Dave Hatin,Director codesQaueensbury.net Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant/Builder e_V1,e -S Owner: Address: Address: A_ �( e 1?(-i A/ Home Phone: Home Phone: Email Address: Email Address: Cell Phone: 7 VV ZY 7_2 Cell Phone.- FAX Phone: FAX Phone: Person responsible for supervision of wor th respect to building and codes compliance: Name: /Ayr Address: Phone S 5 7 v Location of proposed construction: Lot No. Legal Address: ��� /'/ z e/RQ �� /6p Tax Map Number: Subdivision Name: Estimated Cost of Construction: $_ 3!Z04 Proposed construction is for: Residential Use _Commercial Use Name of Business: If proposed construction is an addition,what will use of new addition be? New Addition Alteration Proposed Construction 1st Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.ff. Sq.Ft. Square feet Height Ft.&in. Single-Family Dwellin 7 7 / Two-Famity Dwelling Townhouse Multffamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage], 2, 3 Type of Heating System: Electric, Oil Gas Wood, orced Hot Baseboard, Other: Is a fireplace and/or woodstove being installed, please refer to a separate application. Yes _No Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with,whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed suryeyor, drawn to scale, showing actual location of all neX coQstructio . Date: Applicant/B er Signature: The application of rrw� 1! dated `1 b1 is hereby approved and permission granted for the on cti econstruction or alteration f a uil ing/and or accessory structure as set forth above. Date: Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: ....................................................................................................................................... Location of installation: _._ 5 �fi '' Office Use Tax Map No. File Permit No. Owner's Name: �cc�, y �,1�; : Fee Paid :.....................................................................................................................................: Address: / �ti � �k'`UC� 5 �'� i '%( Ze6 t 2. INSTALLER'S NAME >T c PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980- 1991 x 130 gal/bdrm = 1991 -present T_ x 110 gal/bdrm = C:) Garbage Grinder Installed yes_ / no �C Spa or Hot Tub Installed yes_ / no 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat sand at what depth at what depth municipal Rolling loam feet feet QED Steep slope clay / G if well; water supply _%slope other C� from any septic-system depth: absorption is ft. S;47 iD1L L,,n650,�j P other Percolation Test: (To be completed by ln ed professional en gin r or architect) Rate: '3 O minute per inch �AA 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: '+vim'Vj gallon (min. size 1,000 gal) Tile Field: each trench 6-0 ft. Total System Length: Z OJT ft. um er of size of each: ft. by ft. Size of Stone to be used: # depth or thickness feet I,/ J, 1-4 'l R 1 ^ /9 tCS HOLDING TANK SYTM require ize of eac aci 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 Queensb Sanitary Sewage Disposal Ordinance. Signature of r sp sible person Date •.r' 5rtvt:r:1 alai �c;wsYJ;c: Di.spo.ai t•ltavit+c• i A-USOIi.l"VI(1N F I I;lil SX11"ARA'1'ION It1:t,�1.J11t1+hl lt:lu'I' i POND ' 't5t+rtt! CJ�$1•IC; � �.... Gt u'w•t . Ibu SE Q t��'• ,r u G • A�Y�tJftP 11q I Plti Lb 7. SIGNATURE &WOR1vIAMN FoR� ,` rvr4bjzi r�r=wv),,�„a,►��....,:;' :'' Fire Marshal's Office Town of Queensburyy,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances& Chimneys applicable to solid fuel & vented gas appliances Date tr..�' , 20 Permit No.� � Application is hereby made to the Building& Codes Office for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name:/ f f ys.-� Stove: wood coal pellet gas Fire la e insert Address: !� r✓ < L i�en a factory-built- wood �s Viz.l /V y v Fireplace, masonry: wood gas Furnace: wood gas oil Phone: c - If non-masonary applicance, please provide Owner: }�f� t� .. t C ` Manufacturer Name: Address: L ' � Model Number: F Chimney Information Phone: '� (circle appropriate words) t Masonry block brick stone Flue tile steel size: inches Exact Address. , . "i y"rz of construction or installation Factory-Built Manufacturer name: Model Number: ~y Note: Listed By: Numb r: , Construction IInstallation mint conform to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding required inspections. Double wall / Triple wall / Insulated / Direct venting Chimney Liner ICawe�hier'�r D�ep�rtsn�t—�'Qq�,� +calf Queenrsbuzy,3V'e�i''or�;�---- Fire Marshal Code# $Collected $Refunded Received fr-orn (refunded to): _a address: — 1 -- A 173 3389 (190) Public Safety . A 233 2655 (230)Minor Sales DATE: White(Applicant) / Green(Fire Marshal) / Yellow(Bldg. Dept.) / Pink K Goldenrod(Cashier's Dept.) 11 - /v f T� / 44,17 V&- Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: 0 ,3)am/p am/pm Date Inspection request received: Inspector's Initials: _ epart; W— NAME: 1 5 PERMIT#: d _ LOCATION: DATE: - L- TYPE OF STRUCTU Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Com lete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above jEade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Det tors: Every level: Every Bedroo Outside every bedroo ,area: t / Inter Connected: �/ Batterybackup: �,/ Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furriace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Tern 110 Enclosed Stairs Sheetrock Underside minimum%"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched ell Garage fire roofin /%hour fire door/door closer All 6 Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certificat' fired Okay to issue C/C or C/O m or /Permanent L:\Building&Codes Forms\Building&Codesunspection Forms\Residential Final Inspection Form revised 100405.doc Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: f am/p Depart: atn/pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: CDO(D5`OZ 5 LOCATION: 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 Co m lete Guard 30 in.or more(a)stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more ,Q^ Exterior Finish Complete sl. Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum ''/z" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot 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 Detes,>6rs: / Every level: t / Every Be om: 1Outsde every bedroom -- " i 11 Inter Connected: ✓a 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/'/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 1 4'AL Building No./Address visible from road Final Electrical ,h J � 'f �l!'lJ Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if re uired Okay to issue C/C or C/O e orar ermanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Insn. form 2.docLast printed 2/12/04 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. r- Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL 'ermit No........................................Cert. N2 89953 Cut-in Card No........................... ..a., )wner................J✓•.....Jh" ............. ocation..-A:�...�..T�,(>a>G 1Z. G .......... ........................ ............ ..................... c nstallation Consistin of.6—S Z 444412 � !i Q g `............/................................J..... ............................................._ ......................... . . .... ....... nstalled By.... uC '.' The conditions following governed the issuance of this certificate,and any certificate previously issued is ;ancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the ntroduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makin ' spections at any time, and if its ules are cviolated,the Company shall have the righkrT ke thi cerylficate. )ate........1..:. �� ............. INSPECTOR... ...... . .................. ............................................. M.....4...-AI C U♦ 1 �C Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/pm D art: V Qpm ✓ I I Date Inspection request received: Inspector's Initials: NAME: PERMIT#: v LOCATION: "Z���` t� � 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 Com lete Guard 30 in.or more a)stairs,decks,patios Guard at stairwell at 34 in.or more Guard at deck,porches 36 in. or more Exterior Finish Complete ANC Interior/Exterior Railings 34 in.to 38 in. 1�t"'C Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum ''/2" Gypsum �T ht� Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site /v Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Tern 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: +_ i Every Bedroom: 7 /� Outside every bedroom area: A f� Inter Connected: / Battery backup: f Carbon Monoxide Detector _ Le>e--4T 1 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 d N Garage fireproofing/'/<hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area ,PCrawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft. vents ZZ x ©`' Building No./Address visible from-;road ,Ffinal Electrical Site Plan /Variance re ired ^� Final SurveyPlot Plan /796 k,\"� � UA'L ��X U6/ As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification, if required Oka to issue C/C or C 10 Temporary/Permanent 71 L:\PamW\Building&Codesllnspection Forrns\Res. Final Insp. form 2.docLast printed 2/12/04 Town of Queensbury Fire Marshal low 742 Bay Road Queensbury,NY 12804 ' 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/Stove Insaection Reuort Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is allowed. Permit# Schedule Inspection Time am pm anytime Inspecto N C' Address r lX Rough In�Final am _ �LI j__�____ dd Appliance Manufacturer _!_ Model# Direct Vent Factory Built Chimney Fine Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Z L) Clearances to Combustibles (all sides) Firestop(s) Vertical Chase _J Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension(if any) Mantel Height above f/p opening Witness Operation Tank Placement(if LP) WhHe—Brdldin;Dept. — Yellow Cast r Pink—FinNhu W S , UD / tJ U 15;�) !-')tJVL Queensbury Building & Code Enforcement - Residential Final Inspection Otrice No. (518)761-8256 Arrive: 3:/0 am/pm Depart: am/pm Dhte Inspection request received: _ Inspector's Initials: _ �Pk_ NAME: �2fU ` A 4 PERMIT#: LOCATION: < DATE: _ TYPE OF STRUCTV Comments Yes Ao N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedro Outside every bedroom yprea: Inter Connected: ✓ Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s . ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certificatio uired of Okay to issue C/C r C/ em or /Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: , Queensbury Building& Code Enforcement Arrive: _ _am// n Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: `��i� PERMIT#: LOCATION: / INSPECT ON: TYPE OF STRUCTURE: Y N N/A COM�ME S 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 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour F re wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 29,2003 { Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: —am/ Depart: e amjpm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: i e' NAME: �` PERMIT #: LOCATION: INSPECT ON: �- TYPE OF STRUCTUR v� `1 Rough Plumbing / Nail Plates Y N N/A Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air 2for ad 15 minutes ulation Residential Check / Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace D t work sealed properly / No duct tape I KI I/�'srol0 cam.�°�C COMMENTS: bvcT Grt Ao<�;,�I. /x/ L L-`z 4501 Lv 1 °1�43 LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 IQLTown of Queensbury Fire Marshal 4-r 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-"37 Factory Built Gas Fireulace/Stave Inspection Report 1 Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instr kic ns and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer°s instructions or specifications is allowed. Permit# 0 � )J' _ Schedule Inspection v -7 � ra Time pm' anytime Inspector Name ��r'�S Address 2( 1�-� _ Rough of �Final— Appliance aManufacturer Q�'L� Model# S Direct Vent ZFactory Built Chimney Flue Size Double Wall Triple Wall _ _ Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) —_ F'irestop(s) Vertical Chase _� Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension (if any) Mantel Height above f/p opening Witness Operation Tank Placement(if LP) WNW—B"in;Dew 'YeR0 r Pink—Fire MarsW Rough Plumbing / Insulation Inspection Repo Office No. (518) 761-8256 Date Inspection request received: 7 9J c S 7 Queensbury Building & Code Enforcement Arrive: am/pm Depart: /pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 1 NAME: J412✓rs PERMIT #: 20V LOCATION: fl-���{cX INSPECT' ON: u�t 7 �� asp TYPE OF STRUCTURE: i Y N N/A Rough Plumbing Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head r 15 minutes Insulat esidential Check / Commercial Check Pro er Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection req est received: Queensbury Building& Code Enforcement Arrive: _a Depart: _e am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. �417e NAME: PERMIT#: _es J7-5—( LOCATION: 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"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fie separation 1, 2, 3 hour ire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 0 in. (W) 5.7 sf above/below grade .0 sf grade V/ /14 L L:\ ueHemingway\Buil Codes.fnspection.FORMS\ raming Fire topping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: am/p 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �►" � NAME: PERMIT #: _ LOCATION: 6elr4SPECT ON: -- — TYPE OF STRUCTURE: Y N N/A Rough Plumbing J Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vents ( �� Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes (LCD 1Z'.:&19 Pressure Test Water Supply Piping Air / Head 50 B61 for 15 minutes �,�� .�cY ulation Residential Check/ Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation �Ue�r—/URr� If required unheated spaces rt stion Air Su I for Furnace ork sealed ra erl / No duct to e COMMENTS: Co-v—P "f-�i c rjl&—�7o C tj a?C- LAPam Whiting\Building&Codes\Inspection Forms\Rougb Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: Zan7Vkepart: Pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: '�� .� PERMIT NO.: D S C;),� LOCATION: `' _ INSPECT ON: RECHECK: J. Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance Well separation distance ft. C/ Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank P"Ap Tank to Distribution Box Distribution Box to Field/Pit_ Opening Sealed: Y/N/Partial NZ,--vZ4 -�161IJEnd Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: = pproved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 Rough Plumbing J Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: .� Queensbury Building & Code Enforcement Arrive: am D art: am/p 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE- Y N N/A 1 u h Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum eanout every 100 feet/ change of direction P®ra ure Test n / Vent Head .I. or 10 ft. above hi hest connection for 15 minutes PressurR,,Test WaCHyd u ly Piping Air 50 r 15 minutes Insulation Residential Check/ Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: LAPam Whitinouilding&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: `� � , Queensbury Building &Code Enforcement Arrive: am/pm Depart: v 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: N�-� NAME: ,' PERMIT#: C)6' S LOCATION: `3�TZQt1 INSPECT ON: — C TYPE OF STRUCTURE: _ Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place 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.InspectionTORMSToundation Inspection Repomdoc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: , Queensbury Building&Code Enforcement Arrive: am/p part: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials. NAME: aw Y V PERMIT NO.: LOCATION: INSPECT ON: `7— RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water { Waterline separation distance ft. Well separation distance ft. Other wells: $. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone -Seepage Pits: Number Size: x Stone Size: PipingS' Typ ok Buildingto tank 1 N�� M- F FL C--7 Tank to DWri w4en-Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N n / Engineer Report and As-Built Y N /V PC)lu�ID C Location of Syste on Property: Front ear Left Side Right Side 6(-6(. 4J5/0- Middle Front Middle Rear System Use Stat : Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 Framing / Firestopping Inspection Report 1 �� Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 37/3— am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#. LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA Framing COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 7 ✓ `O 12"O.C. �+ ,S'G� `•- /rtrr,� 4 Headroom 6 ft. 8 in. Stairwells 36 in. or more _ Headroom 6 ft. 8 in. _ TJ / y o,/L cc l# r Notches/Holes/Bearing Walls / % c c� Metal Strapping for Notches Top Plate 1 '/z w 16 gauge 8) 16D nails each side �"` `�41 (-ht tQ— Draft stopping 1,000 sq. ft. floor trusses r'— Anchor Bolts 6 ft.or less on center 7 Flo„ s Ice and water shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Septic Inspection Report Office No.(518) 761-8256 Date Inspection re est a ive . Queensbury Building&Code Enforcement Arrive: m!p art: = a 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial . NAME: E IT NO.: � LOCATION: �C� 1 PECT ON: RECHECK: Comments and/or diagram Soil T Sa /Cla Type unicipal/Well Water Waterline separation distance ft. Well separation distance f}, Other wells: . Absorption Field: Total length ft. Length of each trench ft. _Depth of trenches ft. Size of Stone Se age Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box t CAN- Distribution Box to Field Opening Sealed: Y/N/ artia End Caps � Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N En "veer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Fron Middle Rear System Use Sta s• Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 116105 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/p pLfrt` ' a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _. ' d �� NAME: �I' T✓1 S PERMIT#: LOCATION: rL ( INSPECT ON: TYPE OF STRUCTURE: IQ, -t 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 %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses chor Bolts 6 ft. or less on center 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 '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf gade L:\SueHemingway\Building.Codes.inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 'AIX Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requio- NAME: d: oe Queensbury Building &Code Enforcement Arrive: am/ Depart: - pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:_� �,Y Vk—s PERMIT#: C (00 ) / LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments .ngs --- - Y N N/A Pier M olithic Slab enforcement 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 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. LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 R,�A 14 IN Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reques r ived: —^ Queensbury Building &Code Enforcement Arrive: am/p /Z Depart�� i 60kmrpm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials. _ NAME: �. �'l i 6 PERMIT#: I LOCATION: _ c— INSPECT ON: TYPE OF STRUCTURE: ! Comments Y N N—I Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour einforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing poly for wet areas under slab ackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.nspection.FORMSToundation Inspection Report.doc January 28,2003 P - Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ epart: pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: 05 LOCATION: INSPECT ON: fD TYPE OF STR TUBE: Comments Y N NIAA 4 y 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 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. LASueHemingwayOuilding.Codes,InspectionTORMSToundation Inspection Report.doc January 28,2003 • RECEIVE® G. Peter Jensen MAY `> ?1q5 17 West Road TOWN OF QUEENSBURY South Glens Falls BUILDING AND CODE New York 12803 (518) 798—3859 May 21, 2005 To Whom It May Concern: The post footings for the deck of the Jarvis Residence may be changed from the indicated 24" X 24" X 12" footing to 16" diameter concrete piers. The concrete piers must extend to a minimum 4'- 0"below grade. Sincerely, IeR n Qom. CY Fy G. Peter Jensen t.. 4P�, 026•p20 L 1 Foundation Inspection Report Z/ 144C,10 Office No. (518) 761-8256 Date Inspection request receLved: i l Queensbury Building&Code Enforcement Arrive: am/p Depart: + pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: _ NAME: �!i U' PERMIT#: —c 5 LOCATION: c INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers _ Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place 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 Bing Under Slab Ic/ ast/Cohper dation Insulation Interior/Ev for R- _ Rough Grade 6 inch drop within 10 ft. L• uellemingwaylBuil ding.Codes,lnspection.FORMS\Foundation Insp lion Iteport.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requ st r ceived: ` Queensbury Building &Code Enforcement Arrive: am/p Depart: nv`pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCT E: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement I of t concrete. aterials for this purpose on site. undation/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. LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doe January 28,2003 /P Foundation Inspection Report Office No. (518)761-8256 Date Inspection reques eceived: S ag Queensbury Building&Code Enforcement Arrive: am/ Depart: mlpm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: ' NAME: L:>Ak4& JAW-VI S PERMIT#: LOCATION: Z �� INSPECT ON: TYPE OF STRUCTURE: Comments Y VN N/A Footings Piers Monolithic Slab Reinforcement in Place s The contractor is respo sible 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 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. I.:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 0 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSolflware Version 3.5 Release le Data filename:Untitled.rck PROJECT TITLE:David&Gay Jarvis COUNTY: Warren STATE:New York HDD: 7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:04/27/05 DATE OF PLANS:Apr 05 PROJECT DESCRIPTION: Single Family Residence COMPLIANCE:Passes Maximum UA=498 Your Home UA=403 19.1%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 1770 38.0 0.0 53 Wall 1: Wood Frame, 16"o.c. 2403 21.0 0.0 115 Window 1: Wood Frame:Double Pane with Low-E 194 0.340 66 Door 1: Solid 42 0.200 8 Door 2: Glass 143 0.340 49 Basement Wall 1: Solid Concrete or Masonry 770 13.0 0.0 48 Wall height: 9.0' Depth below grade: 7.0' Insulation depth:9.0' Floor 1: Slab-On-Grade:Unheated 95 12.0 64 Insulation depth:4.0' Boiler 1: Other(Except Gas-Fired Steam),89 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit-application. The proposed systems have been designed to meet the New York State Energy Conservation Construction When a Registered Design Professional has stamped and signed this page,they are attesting that to the best ar�trnoiv,�g�x lief,and professional judgment,such plans or specifications are in compliance with this Code. r, Builder/Designer �s. ,5 � ' ._s_?� �, ate �� DS REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE: 04/27/05 PROJECT TITLE:David&Gay Jarvis Bldg. Dept. Use Ceilings: [ J I 1. Ceiling l:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: I Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: I Basement Walls: [ ) I 1. Basement Wall 1: Solid Concrete or Masonry, 9.0'ht/7.0'bg/9.0'insul, R-13.0 cavity insulation Comments: I Windows: [ ) I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ J Yes( ]No Comments: I I Doors: [ ] I 1. Door 1: Solid,U-factor:0.200 Comments: ( ] I 2. Door 2: Glass,U-factor:0.340 Comments: I Floors: [ ] I 1. Floor 1: Slab-On-Grade:Unheated,4.0'insulation depth, R-12.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 4.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. i Heating and Cooling Equipment: [ ] I 1. Boiler 1:Other(Except Gas-Fired Steam),89 AFUE or higher Make and Model Number I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a 3"clearance from insulation. 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 installed in accordance with the manufacturer's installation instructions. [ J Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ J I Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] ( Supply ducts in unconditioned spaces must be insulated to R-11. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ J I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ J I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. I Service Water Heating: [ ] ( Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ J I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ J 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. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) r s • TOWN OF Q UEENSB URY 742 Bay Road, Queensbury, NY. 12804-5902 March 29, 2005 Dave Jarvis 1 Susan Place Queensbury, NY 12804 Dear Dave: The following items need to be addressed on the plans and submissions to this office in order to issue a building permit. Two full sets of stamped engineered plans submitted to this office showingthe are designed for 90 mile an hour wind load 70 pound Y g ground snow load, and all floors are at a 40 pound per square foot design load. Attached, I have given you the window schedule and light and ventilation schedule to be completed for all windows in each room in the house to ensure that the egress requirements are met, as well as the light and ventilation for each room. /4/ � 4 Z' e U116� f JC C .r The engineer needs to prepare the ResCheck paperwork for energy / code compliance for this home. Dampproofing needs to be shown on the foundation, along with ice / and snow shield on the roof sections which are not submitted with these drawings. The grade adjoining the elevations on the structure should be shown to dropsix inches within ten feet to meet the Building Code. g . `'No structural cross sections were submitted for the house. Structural cross sections should include all framing, insulation, stair details and stair heights. /Q' If'f All guards, railings shown on the plans must be at least 36 inches in height, and if the decks or platforms are over 30 inches above grade, they must be provided with guards no more than four inches apart. . 4 Y This detail needs to be shown on the plans. This would also apply to interior stairwells. We need the rise and run on all stairs to show that they meet the minimum requirements for the Building Code. 4 Arr Smoke detectors are required in each bedroom, outside the area of each bedroom; and on each floor level. Also a carbon monoxide detector must be shown on the lowest floor level. ra►.4 a Ony glass within 60 inches of a Jacuzzi tub or shower must be tempered glass. Please show that on the window schedule or the plans. 4e,?,A1,1_ 1 he garage plans shown needs to be provided with cross sections for framing and the garage floor should be shown sloped to allow water to drain to the exterior, or a floor drain shown in the floor system that will drain to daylight. Also, as this is a detached garage, this will be issued a separate building permit. �vM- ` �6II roofs over 30 inches in height are required to have attic access. It appears that attic access will be required somewhere in the master bedroom area of the home as well as the laundry pantry dining area of the home, in order to provide access to the roof system, if they are not common roofs. o,,� �tyc s-Y1c_ 4f �Gi.�r,re ,K-We need to have the septic system layout submitted showing all soils tests that were done in order to ensure that the septic system is large enough for the perc test of the soil and the number of bedrooms. I would suggest that the storage areas you're proposing on the lower level be treated the same as a garage. In case of fire, this would stop any potential fire from spreading through the house. This would require a three-quarter hour fire door between the storage areas and the main house and the wall between the storage areas and the family room would need to have five-eighths sheet rock on both sides as well as five-eighths sheet rock on all walls and ceilings of the rest of the storage area. Again, this is only a suggestion. The Code does not require it. "Home of Natural Beauty ... A Good Place to Live " . Y As these plans are very preliminary, and a lot of detail is missing, which would be provided through the cross sections which will be submitted, it is difficult to give you any additional items that may need to be submitted as part of these drawings, but this should hit the highlights of all issues that need to be covered. If you have any questions, as always, give me a call at 761-8253. Sincerely, Town of Queensbury David Hatin, Director Building and Code Enforcement DH/mg L:\Maria Gagliardi\MARIAG\Jarvis.doc "Home of Natural Beauty ... A Good Place to Live " SITE STASTIS MS TOP OF WATER TAX MAP#289.18-1-25 ELEV = 51.71 APPROXIMA TE LOT AREA:24,989 S.F. =0.57 Ac. SHORELINE ZONE:WR-lA,WATERFRONT RESIDENTIAL MAXIMUM BUILDING HEIGHT: 28 FT PROPOSED BUILDING HEIGHT: 25 FT WOOD G� LOT COVERAGE: PROPOSED % DOCK /v'v nF v +, Q� HOUSE: 1,860 SF 7.4• N ¢`5¢8 F sy fI,�RB��h'"✓IFfT; y" OF- DECK: 669SF 2.7 62 GARAGE: 864 SF 3.5 3�S F ��'�" �' PO �✓�/�N Jam'�� �. DRj Ve PARKING&WALK UPPER: 2692 SF 10.8 DRIVE AREA LOWER R.O.W: 825 SF 3.3 +2�, j4 ;� . G BOUNDARY ALONG J j `3� �P PARKING&WALK AREA LOWER: 1,210 SF 4s EXISTING SHORELINE / STAIRS: 230 SF 0.9 pC ; TOTAL IMPERMEABLE: 8,350 SF 33.4% app O —5, �, ~�� ! PERMEABLE AREA: 16,639 SF 66.6 %(65%REQUIRED) 59.7 SHORELINE BUILDING SETBACK ,��tiR \✓ M SETBACKS(FEET): REQUIRED EXISTING PROPOSED A A AGADA MAC FRONT(FITZGERALD ROAD) 30 145 46 PROPOSED WELL t/% END M D M S M CADAM !r �v SIDE(NE) 20 23 20 SIDE(SW) 20 3.5 12.6 SHORELINE 59.7 32.2 47.8 O.W ,off ; R• O,pz O,o O . "? SHORELINE SETBACK DETERMINED BY AVERAGE OF 35'AND 84.3'AS EXISTING vv "r ORI� Os' SETBACKS OF TWO ADJOINING PRINCIPAL BUILDINGS IN ACCORDANCE WITH TOWN OF QUEENSBURY CODE REQUIREMENTS. ,--PROPOSED SEPTIC DRY �� - ar ,an TANK/PUMP STATION �510N io o°E ,` ��� VARIANCE REQUEST: !Y Z VR aE�P klh� QO OQ SIDE(SW)BUILDING SETBACK,20'REQUIRED, 12'PROPOSED 6 - 0 �E / Q PROPOSED BUILDING AREA OUTSIDE SIDE SETBACK. 126 SF N i ra�v O \ Q PROPOSED DECK AREA OUTSIDE SIDE SETBACK:94 SF �• \ 9 P hCE /eG` S EXISTING BUILDING AREA OUTSIDE SIDE SETBACK TO BE REMOVED: 502 SF n4 EXISTING PAVED / SHORELINE SETBACK, 59.7'REQUIRED,47.8'PROPOSED � o vERHEAD LECTRic� `- ,989 S.F. � RIVE TO REMAIN AC,419AM PROPOSED BUILDING AREA OUTSIDE SHORLINE SETBACK20 SF FOUND CAPPED & TF LF_ TO TTAGE PROPOSED 574 a- A c / PROPOSED DECK AREA OUTSIDE SHORLINE SETBACK:482 SF IRON ROD RETAINING WAL�' \ � 1YS 7A {` \\ EXISTING BUILDING AREA OUTSIDE SHORLINE SETBACK TO BE REMOVED: 576 SF STOPdE !/ALL PROPOSED \ �, DECK/PORCH LOCATION MODIFIED r p5E0 �i. G\ '7, GARAGE FROM SURVEY REFERENCE MAP IN ACCORDNACE WITH TOWN OF /�N � �c P rVf'-f L IJ, QUEENSBURY STAFF FIELD / J►\ VERIFICATION - REV. 2, 3/16/05 ✓ REM VE-': D ��\ PROPOSED / FOUND CAPPED REPL �XIST1 G \ y\ DRIVE/BARKING / IRON ROD LANDS N�`)WR Of+qq��S STEP FORNI�RL , O GARY & AN,�!E GR�� � � i 0Y \ o h PROPOSED SEPTIC ABSORPTION FIELD \\ \v/ �,.. C pp / 10'RABSORPTION FIELD SETBACK p \ / � _\ �EOF Nft'r H r �_ 30' FRONT ,P 26 �' A BUILDING SETBACK ,I 'a) 9 N FOUND IRON ROD cr�) 2 REVISED SHORLINE SETBACK, REVISED WESTERLY ADJOINING 3/16/2005 SETBACK PER TOWN FINDINGS 1 REVISED SHORLINE SETBACK, ADDED ADJOINING SETBACKS 3/10/2005 0 ISSUED 2/1/2005 PROPOSED BASEMENT FF. EL = 61't No. Revisions Date PROPOSED MAIN FLOOR ELEVATION = 70't SITE LAYOUT PLAN SURVEY MAP REFERENCE David J. Jarvis PROPERTY LINES, EXISTING LOCATIONS, AND TOPOGRAPHY FROM "MAP OF A SURVEY SHOWING EXISTING SITE DETAILS PREPARED FOR DAVID J. JARVIS" Town of Queensbury,Warren County,New York PREPARED BY W.J. ROURKE ASSOCIATES, SOUTH GLENS FALLS, NEW YORK, Drawn: — Checked:GTH Scale: 1'=W Date: 1/26/05 DATED DECEMBER 28, '9:004, UPDATED MARCH 9, 2005. 169 Haviland Road Queembury,W 12804 29osao Hutchins Engineering ((518)7 5-0308 Fax 0 w APPROX/MA TF LA SHORELINE HERBERT �ERL ac R4 - KA�VE �V DOCK ���" ��GA,4'ET W. KANE do 4, _7 ��' 624 f'• .335 �n 83`SFE' sy� / .... 3j F C, WOOD DRI VE' 2 \c'o " X 6 ST p1� FENCE Pp 35�� MPCpo BOUNDARY ALONG HORELINE EXISTING SAND n AREA w FOUND CAPPED oy�' ® rn�- MACADAM MACADAM Al IRON ROD WELL SHORELINE �� t R ry 00 ��- � � 4p::::::•:. STONE � W / & .: .. . ..........�{, WALL 4 CA � .o ......... p ................... := COVERED .................... PORCH ; ARgcF:: STEPS U) / W FOUND CAPPED MACADAM / # IRON ROD STAIRS MAP REFERENCE: j OPEN 6N ,�V}' 1. MAP OF LANDS TO BE CONVEYED BY DALE & FLORENCE JARVIS TO 24,989 S.F. PP WIT1d LIGHT GARY & ANNEGRET LAVOY, BY COULTER & McCORMACK L.L.S., ' O .: :: DATED XL 6, 1984. Q = '= 0.574 z� Ac. O :::.:.: .... . ....... / FOUND CAPPED Q .........�� . \ ` STAIRS / E� PQ IRON ROD LANDS NOW OR _-_-=: :IZ -:: : :_:_:::::- O j FQRMERL Y OFF61 GARY do ANNE( ET LACY = o i Q L. S6ti61A. '�/$4 "k 9 0 o NOTE TOPOGRAPHY BASED ON A ASSUMED DATUM OF ELEVATION = 100 ON n THIS SITE, AND FROM AN ACTUAL FIELD SURVEY DONE ON 12128104. PP _ o cc O� PP 26 FOUND IRON ROD / MAP� OF SURVEY SH0WNG ..EXISTING S1 TE DETAILS a 3PREPAREO = FOR DA VID _J, JARVIS LEGEND: �Fr R ti TOWN OF QUEENSBURY, -XARREN L'OUNTY.. NEW YORK • FOUND IRON MARKER o SET IRON ROD WITH CAP �`� 1" SCALE.' _ .30' DATE: DECEMBER 28, 2004 0 O POINT ' N UPDATED: MARCH 8, 2005 —E POWER LINE STONE WALL UPDA TED. MARCH 9, 2005 -x-x-FENCE , -ram, ;,- ' UPDA TED: OCTOBER 12, 2005 ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY -- ,.���-� UPDATED: NOVEMBER 7, 2005 MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS UPDATED: NOVEMBER 16, 2005 • EMBOSSED SEAL OR INKED STAMP SHALL BE CONSIDERED,-TO. BE ..VALID TRUE COPIES W. J. ROi/RKt~ AS'SbpA 1E$ �..�.d.�+� � L ,�;q ,�r Lk�Q/IBQd Lard $un�sy�'k'8 • Unauthorized Alterction to this map is a o�` i =64 s"togo Rood, P.D. Box mm 04-295 violotion of.'Section 7209, Subdivision 2 — xY: South Glens Fdl56 N.Y. 12803 of the New York State Education Law. _ iG'_LIAM J. ROURKE, LICENSED LAND SURVEYOR NO. 49098 -• JOB NO. RECORD TIE DIMENSIONS FOR TOP OF WATER ELEV = 51.71 POLYETHYLENE EXTENSION TO DISTRIBUTION BOX FROM AT LEAST TWO BUILDING CORNERS APPROXIMATE GRADE WITH TAMPER POLYETHYLENE EXTENSION TO FINISH GRADE RESISTANT ACCESS COVER GRADE WITH TAMPER PROPOSED SEWAGE EJECTOR PUMP RESISTANT ACCESS COVER DOCK WOOD 'AIVDS 12" t COVER r�F � `� � ^vo�v oR N ¢S� /NF 1✓ s p� FOR�� FR� �� INSTALL ZABEL A1800 FILTER G 83Sy do �p5� Ep�cR` J K , , 12"t SUCH THAT IT IS READILY PRECAST CONCRETE 2.3j. F �'F� �oZ� �0 2 PO M/ARGA1?,E-T ,� JR. & P� 1 ORiV _ ACCESS COVER REMOVABLE THROUGH TANK EXPLOSION PROOF JUNCTION DISBRIBUTION BOX '�/�� G� 4" SCH. 40 P VC BOX. INSTALL CONTROL ALONG � `� 624 /' 3�;5 ,moo c�P / J � 3" BOUNDARY AREUNE /�, �`� �o / / / ✓ INLET PANEL IN HOUSE 4" SDR-35 PVC EXISTING SHORELINE / i i I --66 / ! / ' ,gG LIQUID LEVEL OUTLET MIN. SLOPE BAFFLE 1 4" PER FOOT 4." 2" SDR 11 / " MIN. SLOPE HDPE FORCEMAIN USE SPEED LEVELERS TO BAFFLE " 1/8 PER FOOT ASSURE ALL OUTLETS ARE AT j' ° / \,\�� s I ;� / , / ,/ / /' 18 IN. EXACTLY THE SAME ELEVATION �o /i/ \ 2\ , OA I i� ACAD �/� / // / �v WATERTIGHT SLEEVE 118" LONG 2 / END MACADAM I AG� M 4'I / \ S' M , .� I ,- —Atir , / / , AND SEAL (TYP.) 4" PVC SDR-35 SOLID HEADER 51" TO PERFORATED TRENCH 1 /7 \ \ / a 2" SCH 40 PVC OR PIPING, 1/8" PER FOOT MIN R.O.W ' �� l \ // / _ o 24" ZABEL A1800 GALVANIZED PIPING INSIDE SLOPE / -/ SERIES FILTER 0, ��fLjSETBACK� / � 1,000 GALLON CHECK VALVE WET WELL THROUGH WALL � �.; � � q p / � / PREFABRICATED Sri O OSF_4 S PTIC TANK / POLYETHYLENE r GATE VALVE a ti 1 P SEPTIC TANKjzl - JE � . REDUCING TEE POINTED /i ONE �qkdpOSCDg " " 5 - ,0 �,_ AMMO; fi t PEA GRAVEL DOWNWARD WITH 1 / /Z / PRHOU S 6 / / / PUMP ICHAMBER _ - _� " ,�i BALL VALVE / / / / / ,_ Q / 6 f PEA GRAVEL \ \ \ \ \ THROTTLED TO ALLOW TRICKLE i a18 SF "� / SIMPLEX EFFLUENT PUMP `/�/��/ /`// A/�/`/�`/�,/� /��� / N DRAIN BACK INTO WETWELL P 1��� - " / GOULDS 3885 500 GAL PREFABRICATED UNION - LOCATE SUCH THAT WE05L 230V POLYETHYLENE SEPTIC TANK J00SSINGLE PHASE AS HOLDING/PUMP TANK AND PUMP RMOVED WITHOUT TANK ENTRY ^ i �� i 2�- 9 9 S`F/ '/ 'yACAD /��' SEPTIC TANK NOTES PUMP STATION NOTES v\ O�✓ERHEAO ELECTRIC �p /I k� �� i f/ // / /r i <` q y // / // ALLUNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE SEAL ALL TANK'OPENINGS WATERTIGHT. FOUND CAPPED & T-LE TO COTTAGE i J � / /// 10p / IRON ROD / / STA i �� �/ / ! / // / ��U DERRTMENT OF HEALTH AND SHALL BE OF PREFABRICATED POLYETHYLENE. PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL W1TH VISUAL AND _ PROPOSED _10Q_ ♦ f o o ALLSTRUCTURES SHALL BE PLACED ON 6"f LEVEL PEA GRAVEL BASE. WHERE AUDIBLE ALARM. INSTALL CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION. V /s j j// / G AGE M j✓� � EXITING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED 25��� v _ j / PP 0//TH LI // UNER PEA GRAVEL AS NECESSARY TO ACHIEVE A STABLE BASE. INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM IN HOUSE IN ACCORDANCE WITH NATIONAL ELECTRIC CODE (N.E.C.) REQUIREMENTS. /J RUBER GASKETS SHALL BE INSTALLED IN ALL INLETS AND OUTLETS. 86-' � / / / / PROPOSED — — r/ FOUND CAPPED " " " ✓`/ � � � / + / SET ALARM LEVEL 6 ABOVE PUMP ON. gg DRIVE ARKINC�� /h hs' I Q IRON ROD FILLTANK WITH WATER PRIOR TO BACKFILL. BACKFILL IN AN ALTERNATING METHOD LANDS NOW OR \/ � i \ \ / � �' �0 P AROND THE TANK WITH NA11VE MATERIAL FREE OF DEBRIS, SHARP STONES AND LIQUID VOLUME BETWEEN "PUMP ON" AND "PUMP OFF" TO BE 100t GALLONS. FOP,M R' " 0� \ �/ �t \ // �� 1 / Apr `, �� STOES GREATER THAN 2 INCHES IN DIAMETER. COMPACT IN 6" LIFTS. GARY & ,arJNFGREi LAB✓oY o \ ' '� \ \ ` � !, , o i ! PUMP TO BE GOULDS MODEL 3885, WE05H 230V, SINGLE PHASE, 20 GPM PUMP AT 36 FT HEAD. L. 666 484 \ a\ \ VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP. \ 1 \\ \\ ' I,��j<3' / o PROPOSED DlS7RlBU710N BOX \ \ � / _ �, I .��� c, I SEPTIC TANK AND PUMP STATION DETAILS NTS ��A Za ` CNN \ P 0.1 PP \ . \ \ PROPOSED WASTEWATER ABSORPTION FIELD \ p 4 7ldENCHES ® 50' 1° / \ 1� TYP TRENCH SPACING 10' ABSORP77ON FIELD SETBACK \ \ �� I PP 26 ` 4" TOPSOIL OVER ENTIRE FIELD. SEED TYPICAL ABSORBTION TRENCH I � Q'°� EXISTING SOIL AND ESTABLISH TURF. (4) REQUIRED EACH 50' LONG FOUND IRON ROD ! l f noo �� BACKFILL GRADE AREA PRIOR TO INSTALLING I 1 I I �x ABSORPTION TRENCHESAr LL 77 0 . X\/Xl O \\ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ / ~ ` \ \ \//\ \ \ \//j///\ / / // // //\/ \/ SITE SEPTIC SYSTEM PLAN 1"=30' HUr . SEASIAL HIGH GROUNDWATER TABLIOR BEDROCK SURVEY MAP REFERENCE USE CAUTION TO REMOVE ALL BOULDERS FROM TRENCH EXCAVATION p 06 879 PROPERTY LINES, EXISTING LOCATIONS, AND TOPOGRAPHY FROM MAP OF A a�0 SURVEY SHOWING EXISTING SITE DETAILS PREPARED FOR DAOID J. JARVIS" ABSORPTION FIELD SECTION PREPARED BY W.J. ROURKE ASSOCIATES, SOUTH GLENS FALLS, NEW YORK, NTS SYSTEM INSTALLATION NOTES WATERTIGHT COVER DATED DECEMBER 28, 2004, UPDATED MARCH 9, 2005. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL 5' MINIMUM COVER 18" MIN HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF BACKFILL FREE OF OVERFILL TO ALLOW SITE SOILS DATA THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK y STONES OVER 3" FOR SETTLEMENT TP-1 TEST PIT - 4/4/05 BY T. HUTCHINS LEACH FIELDS. 0-4" TOPSOIL AFTER EXCAVATION OF 2' WIDE TRENCH TO THE DEPTHS REQUIRED, ^ �.r. COVER 4-12" BROWN GLACIAL TILL, COBBLES & BOULDERS THE WALLS AND FLOOR OF EACH TRENCH SHALL BE CLEANED AND POWER-) 12-7 RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. ,-,.- FINISHED GRADE " 0 BROWN GRAVELLY BOULDERY GLACIAL TILL `l? i4 NO MOTTLING OBSERVED, NO GROUNDWATER OBSERVED �---TO HOUSE X FILTER FABRIC PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER 10' MIN t= PITLESS ADAPTER MIRAFI 140N ( ) o FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO OR EQUAL 2 TRENCH WIDTH r EXPLOSIC PROOF JUNCTION PT-1 - 4/4/05 BY TOM HUTCHINS AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN DEPTH = 22 to BOANSTALL CONTROL STABILIZED PERCOLATION RATE: THE STONE AND PIPE. PANEL IN HOME 2" FORCE MAIN A 2" ANNULUS OF NEAT CEMENT OR 0 3 MINUTES 50 SECONDS PER INCH THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING BENTONITE GROUT IS REQUIRED. 2 MIN. Z STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED SEAL CASING TO BEDROCK PT-2 - 11/30/04 BY TOM HUTCHINS JOINTS OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID REFER TO CITED PUBLICATION FOR " ��OO N PUMP DEPTH = 24' WITH HOLES DOWN IN ALL CASES. MINIMUM REQUIRED DEPTH OF GROUT STABILIZED PERCOLATION RATE: 6 �p00o ���000 r __ PREFORMED FIBERGLASS 9MINUTES 30 SECONDS PER INCH ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND ' ALARM ON 6" PUMP CHAMBER DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. 3/4" TO 1-1/2" CRUSHED STONE PUMP ON " DESIGN SYSTEM TO 8-10 MINUTES PER INCH RATE 6 DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA WATER CONSTRUCTED INY WELLS ACCORDANCE SHALL BE ABSORPTION TRENCH SECTION PUMP OFF s" SEPTIC SYSTEM DESIGN AFTER PIPING HAS BEEN INSTALLED. THE STANDARDS OF NYCRR 5-B SUBMERSIBLE PUMP 7:: �; 6" CRUSHED 3 BEDROOM RESIDENCE THIS DESIGN IS SUBJECT TO STATE AND LOCAL APPROVALS. " - ~ s WATER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM TS TITLED RURAL WATER SUPPLY" N STONE MAX. FAUCETS) DESIGN FLOW - 110 GPD/BEDROOM SYSTEM DESIGN FLOW - 330 GPD NOTE ALL OPENINGS WATERTIGHT SEPTIC TANK - 1000 GAL, PRECAST CONCRETE BY FT. FILTER FABRIC MILLER OR EQUIVALENT -!+ — _ MIRAFI 14ON OR EQUIVALENT - SET ALARM 6" ABOVE "PUMP ON" PUMP STATION TANK - 500 GAL, PRECAST CONCRETE, - INSTALL POWER AND CONTROL WIRES TO CONTROLLER LOCATED IN HOUSE 12" MAX - PUMP SHALL BE GOULDS WS03126, 230 VOLT, 1750 RPM SUBMERSIBLE SEE DETAIL LEACH FIELD - STANDARD DESIGN PERCOLAT1ON RATE =ABSORPTION 10 TRENCHES 0 -•--1_ ISSUED TO PUMP 35 GPM ® 15 TDH 4/7/2005 WELL DETAIL - INSTALL GOULDS CONTROL WITH ALARM LIGHT AND FLOAT No. Revisions Date " �D� 0 6" MIN. SWITCHES AS REQUIRED APPLICATION RATE= E GPD/SF SEPTIC SYSTEM DESIGN 2 MIN. oo SLOPE _ PROVIDE REQUIRED TRENCH AREA = 367 SF ES GN NTS p o00 00� Cp0 - CONTRACTOR ITH ALL GATE VALVE FY EXIST DRAIN ELECTRICAL SERVICE PRIOR 2' WIDE TRENCH LENGTH REQUIRED 184 LF TO PURCHASING PUMP(S) USE 4 TRENCHES AT 50' LONG (200 IF) David J. Jarvis oto qO POTABLE WATER SUPPLY TO BE ON-SITE WELL �oCY�cp�Od 4" PERFORATED SDR-35 PVC LATERAL, MIN. WELL SEPARATION FROM SEPTIC TANK=50' 3/4" TO 1 1/2" SLOPE 1/16" — 1/32" PER FT. SEWAGE EJECTOR DETAIL MIN. WELL SEPARATION FROM LEACH FIELD =100' Town of Queensbury,Warren County,New York CRUSHED STONE END CAP NTS SYSTEM IS DESIGNED FOR CONDITIONS LISTED ABOVE Drawn: — Checked:GM Scale: AS NOTED Date: 4/7/05 ABSORPTION TRENCH PROFILE AND DOES NOT ALLOW FOR THE INSTALLATION OF A 169 Haviland Road GARBAGE GRINDER. Queensbury,NY 12804 NTS Hutchins Engineering ( 29080-03 (518)745-0308