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2004-534 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20040534 Date Issued: Wednesday; December 29, 2010 This is-to certify that work requested to be done as shown by Permit Number, P20040534 has been completed. Location: 22 RED HOUSE Ln Tax Map Number. 523400-279-013-000 1-0 10-000-0000 Owner. JONATHAN MONROE Applicant: JONATHAN MONROE This structure maybe occupied as a: Residential Addition By Order of Town Board 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&Code Enforcement Planning Board or Zoning Board of Appeals.. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PE T Permit Number: P20040534 Applica n Number. A20040534 Tax Map No: 523400-279-013-0001-010-000-0000 Permission is hereby granted to: JONATHAN MONROE For property located at: 22 RED HOUSE Ln in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot s and other info tion hereto filed and approved and in compliance with the NYS Uniform Building es and the Queensb Zoning Ordinance. T of Constructio Value Owner Address: JONATHAN MONROE 22 RED HOUSE Ln Resi ential Additio $30,000.00 QUEENSBURY,NY 12804 Tota Value $30,000.00 Contractor or Builders Name/Address Electrical Insp on Agency Plans &Specifications 2004-534 1144 SQ FT RESIDENTIAL AD TION $137.28 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,August 19,2011 (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 To n of eens 4tuly26,2004 SIGNED BY �- for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application- Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (5 IS)761-8256 A permit must be obtained before beginning construction.- Permit File No. 137 �g No inspection will be made'until applicant has eceived a Fee Paid i $ =S 3� valid building permit. All applicants' spaces on this Rec.Fee Paid $ application must be completed and must appear on the Reviewed'B application form. y' Applicant: ..WAYk1yI AtpAfft Owner: rYl Address: 9400 Address: Phone#(Elk)3a- O .1 phone#.(, ram. Property Location: Lot Number: / House Number / Subdivision Name: Tax Map Number:. o 'lding: residence /commercial:': 'Estimated MarketYalue of Construction:$ ��6M Wddition: e ' nee commercial , If an Addition,what will use of new addition be? rest enco commercial o No change to ext e: residence/com'1 S . ' o Other work(doseribo ) Check Occupancylnformation V Floor 20 Floor Other floor Total Below dq.% sq.ft. '' sq.ft. Square Feet ❑ Single family dwelling o Two family dwelling77 'o Townhouse o Multifamily dwelling #of units o Office Mercantile a Manufacturing ' r. ❑ 1 car detached garage ❑ 2 car detached garage 2i 2004 0 3 car detached garage 0 1 car attached garage f U QUEEN BURY 0 2 car,attached garage 0 3.car attached garage, o Storage building- commercial o Storage building residential a Other What is the proposed height of the structure 27 feet.�inchesZ111 Will any second-hand or ungraded lumber be used? If so,for what? 4 , Type of Heating System: electric/ oil wood /forced hot air/ baseboard/other: {�ti , Y , Number of F r 1 to be installed �7///^J//// Number of oo stov .to be installed ' tae.,ts+w._.,,3,�l.ud,•,eS.�S""_. '.',. :' � .. i Ls•.• ... .. ..:k; l. , - ,;)t List below the persons)responsible for superttision of work as regards to building codes: NamoAddress • Phone Number Builder — Plumber /07/ Mason Electrician Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of allproposed 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 Administroq or Director of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location i new nstruction. Signa #W owner,owner's agent,architect,contractor Job Site Address: Ik L AtQ� Owner: 3oNr.-, Rqt Q WID Application No. Fits: No. • ECEIVE® JUL 12 2004 WINDOW:.S CI4EDULE TOWN OF QUEENSBURY BUILDING AND CODE Window Window Mfg. Window Unit or Iiggh vQfFT g SQQ� t Clear Clear Special Hardwrr nr Number or Name Model Stock Helght Instructions Letter on Or Type Number V�idat { ICeg#YC '` 1s y ' dpetitng tin 1si�no�les Plan Call Size d r a 3 z i ? R 3 r °3i �b - rs - G�23� 4 2 '0, 0; 4.e� .�. 2, �� s� 3c, �s �b R 44t 2AI Z.a2 •coy "32•�o�, -THIS LINE HAS EXAMPLES QF SAMPLE ENTRIES ..•:a s :E.: _5 3 ,'>`' I5:3Q" ' ' � X. .., 4:�5/35"->:. Tempered . a, An e 06L td .. -.. ,c •��r -z 'r-r r <: �. Sys• zt -^t `� Y,��J{ '+ � 'a ..' .� a 3 Y_;'- 5. y�"'�y'a r }- ,. , - �a:}�...a � i > :'K'C+.X. -';�t:�.. ram_. N =.r'h �i+` S ,•z � ..;ay , 1.. Glazing .:M .•: .3-vr�i" i :,, -. .:.:F..L a.,./r-rr,3: �K":r!:�'':"✓.. } .��,'�;x 2�,(` •.,Ja,SY'..R, 'r„ ,r•.. ..7 .�'�::1.,.9f'?:_.,. , . 1 , L:\SueHemingway\Building.Permit.FORMS\Window Schedule.doc Job Site Address: : ,()� LA 14 1!!!!: Date: Owner: '%0w-A-MQ 90-weas Application No. File No. RECEIVED Buildin Pe —it C416:ulation Sheet Natural Light, Ventilation & Emergency Egress Requ.trements JUL 1 .2 2004 Habitable Area of Req.Light Actual : Req:Vent Actual Sq.Ft. Renmr ,r,vT1y urG AND CODE Y Room Room 8%of Room Light '4%ofRoon3 Vent Opening for in Area - Square Area Square Egress Square Footage Footage Feet i mom tto l 34. y� &RAJ 2-1C✓ 22,ne �o �b ;.�1.00 10 - • L:\SueHemingwayNBuildmg.Permit.FORMS\Nat.Light.Ventil.Calculation.Sh',lido- Check Residential Plan Review: One a& Two Family Dwellings Y/N/N/A (2)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 t Door Schedule/Main Entrance 36"Door Emergency 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 Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofmg/Waterproofing Materials On Plans NFoundation 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 Stairway 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 Bathroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides Railing 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 .,mJ9P Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results,if required Septic To Well Or Water Line Separation < /s All Paperwork Signed '~ Town of Queensbury 742 Bay Load, Queensbury, IVY 12804 -Bolding & Code Enforcement Bulilding pit# Phone:(518)761-8256 Date: Fax: (518)74"37 Emait- codes gneensbwy net Dear s your buiildbg permit application bas been zmewed and found to be deficient in the following areas- F 11se details need to be added to or noted on bDih sets ofphM Please:fee}free to contact this office with any€It! °D regarding this waiter_ Sincerely, BUILDING&CODES OFFICE I LSueHeming�yaylB�rililingPermiiF03tA9SldefitientbalMinYP"Nitba2003-doe \ BP#{ Protect Name: �.J�1�(s'!'��f� 1� Address: LW5 , Ut4'Pi Building Permit Submission SFD Checklist 2-Family All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of Queensbury Building Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed .... ............. ................ ... .... [ yes ❑no ❑n/a 2. EnergyFor n or CheckM&te Energy Code Compliance Forms Complete.. L7� ❑no ❑n/a (2 copies) 3. Energy Code Inspector's Report from CheckNfate Program.. ... ... ...... .. Ltd y ❑no ❑n/a (2 copies) _.. 4. . Septic application completely filled out(if applicable)... ... ...... ... . •• ••- ... yes - no a 5.:=. . Solid Fuel Burning or - Gas App _m. .... ... ......... ... ... ... ... .._ yes. no [n a c. Electrical Inspection Form... ... ... ... .: ... .......... ... ... :... ... ... .. ❑Yes Ono ❑n/a . 7-. .Two (2):complete sets of structural di-x • ... ......... ... ... ... ... ... LrJYes--Elno Or✓ - a) floor plan;b)foundation plan; ;),cross sections:d) elevations; - e)window and door schedule 8. Two (2)site plans showing location of the structure to be built,...... ... ... Ono ❑n/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from property lines to new structure... ..• ... ... ... ...... ......... .. yes Ono ❑n/a 10. Setbacks to neighboring wells and septic systems,including onsite Well... . �[Jno [-]n/a and septic systems (if applicable) 11. DnvewayPermit... ... ... ... ... ...... ... ... ... ... ...... ... ...... ... ... ... ... ... ... ❑Yes Ono n/a Date: Staff Initial: L:\SueHeli img\vay\Buildingl'ernrit_FORMS\Geuerie Cheddist.doc JanuaryH,2003 ENERGY CODE COMPLIANCE APPLICATION . TOWN OF QUEENSBURY, WARREN COUNTY 9000 I-MATING DEGREE DAYS Compliance Methods:Part 5 -Acceptable Practice Method— 1&2 Family Dwellings (only) Part 6*-Thermal Rating—Component trade Offs 1&2 Family Dwelling; Multi"Family Dwellings(3 Stories,or less) Part 4*-Design by Component Performance, Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPLICANT'S NAME: PROPERTY LOCATION: PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: L Gross Floor Area- square feet . -Type of heat. Electric Oil Other-. - 3. Is building.mechanically cooled? yes - 1/ No •'Percentage of area-of windows-and doors Over 17% ✓ Linder i`�°10 - ' 5... - R-VALUES FOR INSULATION GIVEN BEL,OW MUST CORRESPOND TO R VALUES AS SHOWN.ON PLANS SUBMITTED: a . ....-:Roof R_ b. Exterior Walls Rom_ C. Glazed.areas d. Exterior doors R—3 rn 114 e. Floors over unheated spaces R — f. Edge of slab on grade(heated building) R g. Basement/cellar walls•(above grade) R 10 h. Basement/cellar walls(below grade) R—1 O i. Heating/cooling-ducts-piping in unheated space . R 6. Service(domestic)hot water heating device / Conforms to minimum efficiency per code ✓ Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED p ' t'-s Si a Date `i pho umb INSPECTOR'S REMARKS: Queensbury Buildind.& Code Enforcement - ResidentiVlinal Inspection Office No. (518)761-8256 Arrive: am/pm Depart: %��arn/pm Date Inspection reque t received: Inspector's Initials: NAME: PERMIT#: 5 , LOCATION: _ DATE:. TYPE OF STRUCTURE: Comments: YW -No I NIA ,V Building Number Address visible from road Chimney Hei ht/°B`Vent/Direct Vent Location Fresh Air intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs decks ew more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deckdvrches 36 inches or more Handrail Termination at Newell Post or wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 Inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/re ulator 18 inches above grade Interior privacy I trim/doors I main entrance 36 inches op Bathroom/Kitchen watertight Sa glazina/W' dow in stairwells safe in Interior Smoke tectors/Carbon onoxi Detectors Every level: Ev 9edr m: Outside every.bedroo rea: Inter Connected: Battery backu Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access 1 sq,ft:150 sq.ft.vents Bathroom Fans if no window Plumbin fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emergency ress below grade oe Gas Furnace shut-off within 30 feet 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 Encloses!Stairs Sheetrock Underside minimum W"G sum Basement stairs closed rise a 4 inches Gars a Floor Pitched Garage fireproofing I%hour fire door/door.closer Duct work Sealed pwowrly Gas-Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms � �h �`�J�� ^' Flex Gas Pi Bondlng ET As Built S /Sewer Dept. Inspection Sticker Site Plan Vari sq r uired Flood Plain ion if re aired Okay to issue C/C or C 101 Tem ora /Permanent LABuilding&Codes FormslBuilding&Codesllnspec ion FormslResidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Queensbury Building & Code Enforcement ' Residen i inall Inspection k- ff t2seNo. (518)761-8256 Arrive: am/pm Depart: ��amlpm Date Inspection request eceived: Inspector's Initials: Ak NAME: PERMIT#: LOCATION: DATE:. TYPE OF STRUCTURE: Comments: yes I NO 10 A a.II 4° BuildingNumber Address visible from road Chimney Hei ht/"B'Vent/Direct Vent Location Fresh Air Intake 3 inch PlumWina Vent through roof minimum 8 inches Roof Complete/Exterior Finish Complete2 c,.) o Platform at all exterior doors I Handrail 4 or more risers �� r� f^ Guards at stairs decks ados more than 30 Inches above grade et Guard at stairwell at 34 inches or more 4k. 1 Guard at deckporches 38 Inches or more Handrail Termination at Newell Post or Wall / Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 8 inch clearance to sill plate r8. Gas Valve shut-off a osed I regulator 18 inches above grade .ram Interior Privacy/trim/doors/main entrance 38 inches Bathroom/Kitchen rti ht Safety lzin /Windbw in stairwells safe in Interior Smoke Det ors/Carbon�noxi Dete ors Every level: Ev ry Bedry m: � ;'. Outside every bedroom ea: -r Inter Connected: Batterybackup'. Attic access 30 inches x 22 Inches x 30 inches_(height)in accessible area 01 Crawl Spaces 18 inch x 24 inch access 1 sq.ft:150 sq.ft,vents 6 � Bathroom Fans if no window Plumbin flxtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Ememency egress below grade T Gas Fumaoe shut-off within 30 feet 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 Enclosed Stairs Sheetrock Underside minimum IN Gypsum _ Basement stairs closed rise>4 inches Gara a Floor Pitched Gara a fireproofing/%hour fire door/door.closer Duct work Sealed pro0edy Gas Loos in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept.Inspection Sticker.. Site Plan /Variance required Flood Plain Certification if re uired Okay to issue C/C or C 10 Temporary/Permanent LABuilding&Codes FormslBuilding&CodesUnspection FornslResidential Final Inspection Forrn_revised_100405.doc;Revised January 7,2008;Revised 6/26108 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code.Enforcement Arrive:; am/pm Depart: 1A am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 6� PERMIT#: a4r LOCATION: /4 INSPECT ON: TYPE OF STRUCTURE: Y N NIA COMMENTS:Framing Attic Access 22" x 30" minimum 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses ;Anchor Bolts 6 ft. or less on center � ,"`�� 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 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 if above I below grade 5.0 if grade 1-Muilding&Codes Forms-oLDlBuilding&CodesUngaedion FormsTraming Firestopping inspection Report.doc Revised January 7,2= Framing / Firestopping Inspection Rept Office No. (518) 761-8256. Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:c am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. I NAME: kon PERMIT 9: 6yV''�� < Z/ LOCATION: INSPECT ON: 4P TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 30" minimum Jack Studs/Headers Bracing 1 Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12n O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %NO 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 water shield 24 inches from wall Fire separation 1, 2, 3 hour a 4 hour irestopping. Li-z- sealed 16 inch.insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade L\Building&Codes Fonns-CLOTuilding&CodeMinspection ForsnsTraming Firestopping Inspection ReporLdoc Revised January 7,2008 Framing / Firestopping Inspection eport Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: t 2� am/ m Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: At,S PERMIT#: 0</ LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 317 minimum Jack Studs/Headers Bracing 1 Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12°O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls . Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour a hour Firestopping sealed 16 inch insulation in cavi min. Garage Fire Separation House side'/2 inch or 518 inch Type X Garage side 518 inch Type X . Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. M 5.7 sf above/below grade 5.0 sf grade LNMIding&Codes Fors-01-DOuilding&CodesMnspection FormsTraming Firestopping Inspection Report.doc Revised January 7,2008 Rough Plumbing / Insulation Inspe tion Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: Wk NAME: Loh PERMIT #: 0 LOCATION: _2- INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rou h Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 % 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 kea 50 P.S.I for 5 minutes Insulation 192sidential Check/Commercial Check imilar Exterior Sealant T' Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report revised Nov 17 2003, revised February 15,2005, revised January 7,2008 •D Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Iris ction request received: Queensbury Building&Code Enforcement Arrive: '3u am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector s Initials: NAME: All/se- 4 PERMIT#: �' 3 _ LOCATION: Z Z INSPECT ON: TYPE OF STRUCTURE: Framing 1V Y N N/A COMMENTS Attic Access 22"x 30"minimum 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 water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping J j/r"1101-i 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 Framing / Firestopping Inspection Re rt Office No. (518)761-8256 Date Inspection request received: Queensbury Building 8r Code Enforcement Arrive: am/pm art: ins.v, am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �. 1P NAME: M014t0(t.- PERMIT: `y3e// LOCATION: 7-2 INSPECT ON: _ TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 30" minimum Jack Studs/Headers e�'�"lec 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/ w 16 gauge 8 16D rails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour 3, 4 hour Firestopping) A-14Z- ftnetrlfi—on sealed 16 inch insulation in cavi 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. OM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-01-MBuilding&CodesUnsix-cwn FomisTraming Firestopping Inspection ReporLdoc Revised January 7,2008 4V6Ail Framing / Firestopping Inspection.Re `�- Office No. (518) 761-8256 Date Inspect u ved: Queensbury Building &Code Enforcement =nspe e. °c a p part: r am� 742 Bay Road, Queensbury, NY 12804 is Initial NAME: P MIT#: LOCATION: — C I PECT ON: o TYPE OF STRUCTURE: if N NIA COMMENTS Framing Attic Access 22°x 30" minimum 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 Exterior Deck Bracing Headroom 6 ft. 8 in. ` Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 Y2 w 16 gauge 8 16D nails each side l.J Draft stopping 1,000 sq. ft. floor trusses Anchor Botts 6 ft. or less on center Ice and water shield 24 inches from wall Fir separation 1; 2, 3 hour ire wall 2, 3, 4 hour Firestopping Cly 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 Ceilin lwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Godes Forms-01-13U3uilding&CodesUnspection FormsU=raming Firestopping Inspection ReporLdoc Revised January 7,2008 Rough Plumbing / Insulation Ins ction Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: KPERMIT #: LOCATION: INSPECT.ON: TYPE OF STRUCTURE: Y. N NIA Rou h Plumbin / it Plates (,-Ekinibi;�/Vents in Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Qle�pnout eve, ;;100 feet/change of direction ure-Tesf Dra n/Vent Air Head P S.I. or_10 ft. above highest connection for 15 minutes Pressu"re'-Test . Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/ Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 Framing / Firestopping Inspection eport Office No. (518) 761-8256 Date Ins�ectiog request received: Queensbury Building &Code Enforcement Arrive:; �!--k? am/p part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:_ NAME: A)K�'U`� PERMIT LOCATION: Z41— INSPECT ON: TYPE OF STRUCTURE: Y N NIA COMMENTS: -Framing ss 22"x 30" minimum 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour ire wall 2, 3, 4 hour r , -Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Yk 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 LABuilding&Codes Forrns-01-MBuilding&Codesllnspedion FomssTraming Firestopping Inspection Repoit.doc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date In e,ct. request received: Queensbury Building&Code Enforcement Arrive: �am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: G (ro PERMIT LOCATION: )- ti INSPECT ON: TYPE OF STRUCTURE: Comments r Y N N/A ' Footings yLO (9 Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width me jabove footing 6 mil for wet areas under slab Backfill oval r P umbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Insp,e_ct�i,o��qluest received: Queensbury Building&Code Enforcement Arrive: �!�-'�'Sa Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initial • f NAME: Ir PERMIT#: , LOCATION: v INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A f i C cfe,V- Footings 1-- , Piers Monolithic Slab Reinforcement in Place The contractor is responsible for ` providing protection from freezing 2,5 Z:V. for 48 hours following the placement of the co Mat s orthis-p se on site. Foundati /Wallpour Reinforce ent in Pl Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM i-3 T�� Foundation Inspection Report Office No.(518)761-8256 Date Inspecti request received: Queensbury Building&Code Enforcement Arrive: am/p ®® Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: C� NAME: MOVWOCAPERMIT 6ZI 5 LOCATION: INSPECT ON: TYPE OF STRUCTURE: mme s Y NI N/A P c� ca)I Footings Piers Monolithic Slab y0 Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspecfioh�request received: Queensbury Building&Code Enforcement Arrive: �am/p _Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: �kof k- PERMIT#: �/ LOCATION: INSPECT ON: tf TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is respble toy, providing protection from freezi6g for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pnp� pepart: am/pm Date Inspection requests received: Inspector's Initials- NAME: r 6 NAME: rl 1-0 C� PERMIT LOCATION: DATE: LG d TYPE OF STRUCTURE: Comments Yes No N/A _ Building Number/Address visible from road % I Chimney Height/"B"Vent/Direct Vent Location —� Fresh Air Intake y 3 inch Plumbing Vent through roof minimum 6 inches F Roof Complete/Exterior Finish Complete A/e_ I l Platform at all exterior doors Cx�C j�Ci� 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 G v��C—s g j 7 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 Bedroom: Outside every bedroom area: 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/a 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 Certification,if required Okay to issue C/C or C/® [Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\inspection Forms\Residential Final Inspection Form revised 100405.doc Rough Plumbing Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p�mrepart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: Vl C NAME: fi/� &6- PERMIT #: LOCATION:_ 6 INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rom �h .Iu 3-y bin%-Nail Plates /,/,1SJ:4 — Plumbin Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout�evVae�s.„.,.00 feet change of direction ressure Drain / Vent Air / Head P.S.I. or 10 ft. above highest connection for 15 minutes '�� /ressur4e�Test�^-_-N , Wateply Piping Air / Head 50 P.S.I for 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 Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 2 -LI 7vcSDAy 7 -Zs- -04 Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: 7 2 Queensbury Building&Code Enforcement Arrive: am/p a art: am/pm 742 Bay Road, Queensbury,NY 12804 Inspectorti ls: NAME: MD16 8 PERMIT#: LOCATION: INSPECT ON: - �= TYPE OF STRUCTURE: yy� Y N N/A COMMENTS ccess 22"x 30"minimum ��®(/l 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 water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Fresco iiag � r�e�� b , Penetration sealed 16 inch insulation in cavity min. Gar e Fire Separation ouse 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 Foundation Inspection Report 9 Office No. (518) 761-8256 Date Inspection request eceived: ► �� Queensbury Building &Code Enforcement Arrive: am/pm �f°�Depart: - vpm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: V " NAME: PERMIT#: 0 �a LOCATION: —2_ ,,-�0 1 DyV-eSPECT ON: TYPE OF STRUCTURE: Comments Y N N/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 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\Buil ding.Codes,InspectionTORMSWoundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ U- NAME: epart: m`pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: I o.3 PERMIT#: _ V5 3� LOCATION: SSG INSPECT ON: 5 1 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.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: I °iZ am4V 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: l NAME: � (m PERMIT#: O ,-53 14 LOCATION: 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: 12inch width 6 in es above footing 6 it oly for wet areas under slab ckfll Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. LASueHemingway113uilding.Codes.InspectionTORMSToundation Inspection Report.doc Januaiy 28,2003 Foundation Inspection Deport Office No. (518) 761-82.56 Date Inspection e Queensbury Building&.Code Enforcement Arrive: -pt part: _ : 1c7 a pm742 Bay Rd., Queensbury,NY 12804 Inspector's InitiNAME: � jF DO.LA —�7LOCA'l'IUN: ��n ray �� L,p, TYTE 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 pu_pr ose on site. Foundation/Wallpour Reinforcement in Place - \`�J/ Foundation Dampproofing Foundation/Waterproofing type of Dampproofin Waterproofing Footing rain Daylight or Sump Footing Drain Stone: 12 inch width I 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval `] Plumbing Under SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:\SucHcmingway\Building.Codes.Inspection.FORMS\I'oundadon Inspection Report.doc January 28.2003 Ad Foundation Inspection Report Office No. (518) 761-8256 Date Inspectio request received: Queensbury Building& Code Enforcement Arrive: -i I am/pm n Depart: am/pm 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initials: Y NAME: PERMIT#: Zaps LOCATION: h INSPECT ON: `^-0 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Back ll 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.doe January 28,2003 v 4 Queensbwy Zoning ordinance Last Revised Afarch 26 2002 SETBACKS FOR WA TERFRONT LOTS (SEE WATERFRONT RES/OENTIAL ZONES SECTIONS 179-+-M) FRONT YARD AT ROAD- 30'SETBACK +FT L _ J M s�L ._ Jrs n Jn rzI— _ J.sn st n fz L ._.. _ ____ J n rz SHORELINE SETBACK FOR WR-TA,V))V FOR WR-3A OR AVERAGE SETBACK OF THE TWO ADJACENT HOUSES,WHICHEVER IS GREATM LOT WDTH —.W >50 S Co. HBO'AND d50' 150'AND GREATER WOW CY SUVA=AS STOW AV liilSpwlar MR WAWE/flWWF toll 71iE o aver ate. ,�++of oT /'��,,�y pry ,ce as F Tt�n 79 �../ g, VI Y ra a 4 ,zsos ""^ s�'S'-'9°0 ZONING ORDINANCE FIG. 2, tb cWktu opw: COMP IES E °°`•-- + TOWN OF QUEENSBURY Ph. �`m`) � 092 FIGURE 2 7/16/01 Engmoars/surveyas � Ks+e)sr-Data %onmrs a.-F.U.04acr frriravnCnld$eientlsU 110 Cron Sva+ (sw nz 8D1 39998.00 Town or qxommy WAMIN mwrr new rauc 51 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall �5 G` 627 Maple Avenue Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email rrr@nycap.rr.com ephall@nycap.rr.com i Transmittal To: David Hatin—Building and Code Enforcement—Town of Queensbury From: Ethan Hall Date: 23 July, 2004 Re: Monroe residence renovations— Red House Lane Dave, Attached are 2 copies of revised drawings for the above referenced project. I also provide the following responses to your fax of 22 July 2004. • The design loads have been added to dwg. A-1. • Damp proofing is indicated on dwg. A-4. • Foundation grade pitch is indicated on dwg. A-4. • Smoke detector and carbon monoxide detector locations have been revised. • The stair section in dwg. A-1 indicates the risers are 3/" wood risers. • 1 have included a letter of acceptance from my observation of the septic system installation. I have spoke with Jonathan Monroe who indicated that the drywell covers can be opened for your inspection, the effluent pump and piping to the distribution box as well,as the connection of the system to the new addition remains to be completed. I can provide digital pictures of the drywell, septic tank and effluent pump pit installation if,they would be helpful. I believe this addresses all the items contained in your fax. If there are any additional items please let me know. Re gar X Ethan P. Hall Architect C:\ACAD\Monroe\Paperwork\Transmittal 23 July 2004 Am RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 5 627 Maple Avenue Saratoga Springs NY 12866 , Voice 518 580 1905 Fax 518 584 5012 Email rrr@nycap.rr.com ephall@nycap.rr.com Jonathan and Kathy Monroe—Red House Lane—Septic system 23 July, 2004 David Hatin— Building and Code Enforcement Town of Queensbury 742 Bay Rd Queensbury NY 12804 At the reference project, I observed the installation of the septic system including the septic tank, distribution box and drywells prior to backfilling on 28 &29 June, 2004 and the system appears to be installed substantially in accordance with the approved subdivision requirements and is acceptable to this office. ti�D�e Ethan Peter Hall Architect t 0 70 C:\ACADWIonroe\Paperwork\Septic Letter.doc 1 TOWN OF QUEENSBUR.Y 742 Bay Road, Queensbury, NY. 12804-5902 July 22, 2004 Ethan Hall Rucinski/Hall Architecture 627 Maple Avenue Saratoga Springs, NY 12866 Dear Ethan: The following items need.to be addressed on the plans for Jonathan Monroe, so that this Department can issue the permit. 1. The design loads of 90 mile an hour wind, 70 pound ground snow load, and 30 pound floor load for sleeping area, 40 pound floor load other floor, needs to be shown on the plans. 2. There is no damp proofing shown on the foundation cross section. 3. The foundation grade should indicate a six inch drop within 10 feet of the foundation. 4. Smoke detectors should be located in the bedrooms, outside the hallways adjacent to the bedrooms. It appears that there needs to' be a smoke detector added, or moved, in each hallway adjacent to the bedrooms, separated by the addition. 5. There is no note on the stairs as to whether they are closed risers or not. 6. A carbon-monoxide detector needs to be installed on the lower sleeping room. I could find no evidence of that on the plans. 7. We have not inspected the septic system installed as of this date. Once the above items have been addressed, this Department can issue a permit for this project. Thank you for your attention in this matter. Sincerely, T of Quee sbury David H in, Director Building and Code Enforcement DW/mg ' L:\Maria\MARIAG\HgII,doc Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 Data filename:C:\ACAD\Monroe\Monroe.rck PROJECT TITLE:Jonathan and Kathy Monroe COUNTY:Warren STATE:New York HDD: 7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric �® WINDOW/WALL RATIO: 0.14 � DATE: 07/06/04 JUL. 2 2004 DATE OF PLANS: 6 July 2004 TOWN OF QUEENSBU BUILDING AND CODE Y PROJECT DESCRIPTION: Renovations to Residence on Red House Lane DESIGNERICONTRACTOR: Rucinski Hall Architecture 627 Maple Ave,Saratoga Springs, NY 12866 COMPLIANCE:Passes Maximum UA=274 Your Home UA=231 15.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Raised or Energy Truss 572 38.0 - 0.0 14 Wall 1:Wood Frame, 16"o.c. 1436 19.0 0.0 73 Window 1:Wood Frame:Double Pane with Low-E 203 0.340 69 Door 1: Solid 20 0.380 8 Basement Wall 1: Solid Concrete or Masonry 751 10.0 0.0 67 Wall height:7.9' Depth below grade: 6.0' Insulation depth: 5.5' Furnace 1:Forced Hot Air,90 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 Code requirements. When a Registered Design Professional has stamped and signed this pa e,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such s or a ions are in compliance with this Code. ^� Builder/Designer Date J&W ! 9� D`mac w 0 70�1 � REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE:07/06/04 PROJECT TITLE:Jonathan and Kathy Monroe Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Raised or Energy Truss,R-38.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry,7.9'ht/6.0'bg/5.5'insul, R-10.0 cavity insulation Comments: Windows: [ ] 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? [ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Solid,U-factor: 0.380 Comments: Heating and Cooling Equipment: [ ] 1. .Furnace 1:Forced Hot Air,90 AFUE or higher Make and Model Number Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] 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. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R- [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] 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 offew York State or the New York City Building Code,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ` [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 T 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(Fl lip to 1" Un 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 Fj 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) I � I I I I � m � � m \ a \ o ° O \ \ Iron - - -- - - -- - - O Rod _sQl —— - —— —— Found �ff2• w►DE GRAVEL RLLID Dr _ _ — _ : - - - - ------- -_ ---- - ---- ---- -- - — - - NOW OR FORMERLY — STANLEY J. YURGAR77S & ESTHER M. YURGAR71S YF �` / GIPPED IRON � \ 447 401 ' CIF ROD SET \ ROAD N 8s'�s' W - - - - 325.T\ 00 S 89"45'00" E 98.70' � 5'00" E ROD S N 89'4 - - ao.00' 46.70' I Pps m \ Found l� R.. /z= ,ark f \ + CAPPED IRAN -• ROD SET Overheod Utility Wires u UTLPOLE o \ ? u WOOD<u u u NM 3/3C UILPOLE RAIL i 2600 fah head util;ty wir ( NM 3/3e PENCE Over DEED REFERENCESti� DRILLED 1) MARION G. COMBS \ 6�2 LANDOF WELL \ \ t� JONATHAN MONROE 3 / u TO CAPPED I I I \ ROAD IJU: 279.13-1-13 �- 1 SET IRON STORY F TORY RAME * I E JONATHAN B. MONROE \ \ GRAVEL �� DTD. SEPTEMBER 28, 1999 \ • \ �� LANE" 0.54 ACRES± u I oR HOUSE RCD. OCTOBER 1, 1999 \ •±3 � \ 0 I i I I h LIBER: 1135. PAGE.- 177 k2 I CO I TM: 279.13-1-10 \ d Utility 1 �� 1 I \ \~NIPPED IRON \\ �'o. \ u Overtje°ROO SET I N G \ \ I N N 29.?' 2) VERNARD W. SPEEDY & BRENDA SPEEDYtj TO \ Z }/\UTL �/�1Q v LOT n LOT LOT ( LOT I LOT I LOT LOT LOT JONATHAN MONROE v \ NU POLE3 3 \ \ 601 S (21 (11 (11 (1 (11 (i 1 (14 D7D. DECEMBER 4, 2002 O o� \ `� \ S (Deed Parcel 2) RCD. MAY 12, 2003 o UTLPoLE Jt1\ (SEE MAP REFERENCE NO. 1) LIBER: 1319, PAGE' 48 \ t \ \ I � NM 3-4 \ \ Iron I ( I I TM: 279.13-1-12 \ \ pipe % 3 I Found WOODED LANDS OF I I I 3) DANIEL LEINIS, LYNN LEWIS, D/ANE LEWIS, • z\ \ , So•q,> JONATHAN B. M EDWARD & JEANNE K. LOCKHNZT ONROE NOW OR FORMERLY NOW OR FORMERLY KARL LEWIS, JAM/E ELLSWORTH, & CAROL ELLSWORTH m \ DAND J. do t:ATHLEEN A. GALLAGHER • SA. pp• CAPPED IRON I O I 866123J • \ ROD SET 7M: 279.13-1-10 O ( 7871116 TO \ \$ 6�5$O \ \�;� Iron pipe 1.43 ACRES± I JONAT74AN MONROE Foun d DID. APRIL 1, 2003 �Zo \ 6 een� FORMER 20' WIDE fimw OF WAY AS RCD. MAY 12, 2003 \��" \� RETERED TO W I I I LIBER: 1319, PAGE: 58 � \ � DEED AT 11351177 8 TM: 279.13-1-13 \ �9 �\ I � � I 2 t \ � s» STEPS i ,` CONC. BLOCK GIPPED IRON � I I \ • LANDS OF \ SHED ROD I Concrete ulor R°° SEAS wow I I I \ JONARM MONROE \ ti . • _ REFERENCES Z TM: 279.13-1-12 ,�� \ GR4VEL / rv� WALL I Monument Found MAP R `�! 0.23 ACRES± i� \ — _ (emirs J _ / �� wnoo 1) MAP OF 20 LOTS OF LANDS OF DANIEL LEWIS & BERTHA M. LEWIS 1 N� �• I / \ / ON DREAM LAKE; MADE BY MEYER, BOWERS AND ASHLEY, LICENSED •/ vocx LAND SURVEYORS, GLENS FALLS, NY., DATED OCTOBER 1, 1934 AND \o �� PARKING \ FEE . I \\ FILED /N THE WARREN COUNTY CLERKS OFFICE ON OCTOBER 19, 1934- I fn / • • - AREA \ \ I �GE K 2) AMENDED MAP OF THAT PORTION OF LANDS ON THE N'LY SIDE OF m \ STONE I DREAM LAKE SHOWN ON A MAP OF 20 LOTS OF LAND OF DANIEL LEWIS Z �` \ / s7EPs ccNC. \\ & BERTHA M. LEWIS ON DREAM LAKE, BEING PART OF LOT NO. 21, O __ STONE PA0 1 Iron QUEENSBURY PAT., TOWN OF QUEENSBURY, WARREN CO., N.Y.", MADE � - CAD P0Rcl1 ;'� __ / \� � '�� • � ♦ Fo�►d GLENS FALLS, N.Y., DATED AUGUST 1, • " ADO / • BY ERNEST L.H. MEYER, C.E.—P.E., ` � �! I — - 1953 AND FILED /N 7HE WARREN COUNTY CLERK'S OFFICE ON SEPTEMBER • g / • 15, 1953. • + Rod Found 3) "MAP OF PICINIC GROVE — DREAM LAKE, TOWN OF QUEENSBURY, WARREN CO., \ \ I Capped Iron . z srORY (Riat Frost) N.Y., OWNED BY BERTHA M. LEWIS', MADE BY G.C. TRIPP, Jr., C.E., DATED / E llous (DeedPOf� 1) o MAP REVISIONS FRAME SEPTEMBER 22, 1955 AND FILED /N THE WARREN COUNTY CLERK'S OFFICE v' • • O 1 AS R LED '� I ON OCTOBER 10, 1955. \ ENCASED MAP REVISED NOVEMBER 30, 2005 TO SHOW SURVEY OF OTHER \�\\ / CHIMNEY A •/ LANDS OF JONATHAN B. MONROE BEING TAX MAP PARCLLS: 12 & 13. FIREPLACE I ) / • / CHIMNEY * • MAP REVISED DECEMBER 16, 2010 TO SHOW 2 STORY FRAME HOUSE e' r l AS REMODELED, AND TO SHOW RELA77VE NEAREST DISTANCE TO THE CAPPED IRON I ~� ROD SET / ovERHANcwc � / LAKE SHORE, AS SAND SHORE WAS SURVEYED /N JUNE OF 2002. TAX MAP REFERENCES Fd \ 2nd STORY I 1 � SECTION 279.13, BLOCK 1, PARCELS 10, 12, & 13 Dry / �ry SLATE r� 3 PATIO �+ / • O'p� Iron • O.Os / pipe / • (e-5a) Foun r • ld=I��. • • ��6 ' ��I� SURVEY & MAP BY MAP OF A SURVEY OF LANDS OF \ S 84 53 00 W 100.00� �' • •• 50.00 �- S 88.52 00~ _�_' �/ �f I DONALD L. PIDGEON, Jr. • JONATHAN B. MONROE �-- LICENSED LAND SURVEYOR N.Y.S. LICENSE NO. 5OJ72 17 ' 16 MICHAEL ROAD SITUATED IN Of ONLY COPIES MADE FROM THE ORIGINAL OF THIS UNAUTHORIZED ALTERATION OR ADDITION _ SURVEY MAP WHICH ARE MARKED WITH AN ORIGINAL TO A SURVEY MAP BEARING A LICENSED 5031^y � FORT EDWARD, NEW YORK 12828 TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK OF THE LAND SURVEYORS SEAL AND BEARING THE LAND SURVEYORS SEAL IS A VIOLATION SURVEYORS ORIGINAL SIGNATURE IN RED INK, SHALL OF SECTION 7209 SUBDIVISION 2. OF BE CONSIDERED TO BE VALID AND TRUE COPIES. THE NEW YORK STATE EDUCATION LAW. s (518) 792-4146 1� SCALE. 30' JUNE 27, 2002 Q= 123=R 1