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2005-125 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 4E Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20050125 Date Issued: Tuesday, July 05, 2005 This is to certify that work requested to be done as shown by Permit Number P20050125 has been completed. Tax Map Number: 523400-226-019-0001-010-000-0000 Location: 3 HONEYSUCKLE Ln Owner: ANITA D. SULLIVAN Applicant: ANITA D. SULLIVAN This structure may be occupied as a: Fireplace By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the 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 Enf rceme 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 PERMIT Permit Number: P20050125 Application Number: A20050125 Tax Map No: 523400-226-019-0001-010-000-0000 Permission is hereby granted to: ANITA D SITI,LIVAN For property located at: 3 HONEYSUCKLE Ln 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: ANITA D. SULLIVAN Fireplace 43-72 167TH St Single Family Dwelling $267,000.00 FLUSHING, NY 11358 Total Value $267,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-125 Construction of a 1,258 sq. ft. single-family dwelling (modular) $150.96 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday, March 21, 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 f Qu sb on y, March 21, 2005 SIGNED BY for for the Town of Queensbury. Director of Building&Code Enforcement i F . Building Permit Applkltwy Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. to mit File No. 5 No inspection will be made until applicant has received a Paid $ (P valid building permit. All applicants' spaces on this Roc.Fee Paid $ application must be completed and must appear on the Reviewed By: application form. Applicant: 1J'14 S0 l 1 J Owner: Address: a o-to c A x)-e— Address: C e Phone#(` a) 359 - Oci.12 Phone Property Location;: Lot Number: �cl / House Number �3 / / I Subdivision Name: Tax Map N ber. - I C� New Building: maidenco commercial Estimated Market Value of Construction:$ cQ to o Addition: residence/ commercial If as Addition,what will use of new addition be? G Alteration: residence/ commercial O No change to exterior size: residence/com'1 o Other work(describe Check OccupaucyInformation 1 Floor Z Floor Other floor Total Below sq.ft sq.ft. sq.ft. Square Feet Sinte taidly dwelling n7 c o Two finnily dwelling o Townhouse o Multifamily dwelling ¢ #of units o Office o Mercantlle c Maaiufactutin. D 1 car detached e 0 2 car dstacW e 0 3 oar detached page 0 1 on aftuted Snap O 2 oar attached pap j' o 3 car attached z=se o Storage building- commerew o Storage building- residentW 0 other /�What is the proposed height of the structure�_feet �_inches Will any second-hand or ungraded lumber be used? If so,for what? AVAft Type of Pleating System: electric/ of i/ gas/wood /forced hot air/ aseboar other: Number of Fireplaces to be installed �_ Number of WoodstQves to be installed List below the person(j)responsible for supervision of work as regards to building codes: Nmne Address- Phone Number Builder / ry C- -7 Plumber if i 30- Y6 1 C-=4-L iMason i (Electrician ►i �� i � D'eelaration; please signbelow after you have carefully read the statement: To the best of my lmowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done:oa the described promises 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 I/we shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Adzniniatzator or Director of Buff and Codes, ds Built Survey by a licensed surveyor,drawn to scale,showing actual location ofMaul'oolztxuctoz�VSignature: owner,owner's agent,arcbiteet,contractor heck Residential Plan Review: One& Two Family Dwellings /N/N/A (2)Full sets of plans -.. �AXC— l-PFR&NAA-f„ Over 1,500 sq. ft.—Stampedes p 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 Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.f1. Grade,5.0 sq.f1. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofmg/Waterproofing Materials On Plans Foundation 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 or Stair Run and Rise A Winder Run and Rise /Y y Spiral Not Allowed From 2 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 Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required Septic To Well Or Water Line Separation All Paperwork Signed Project Name: 3 Q \\J A&:� BP# vs' Address: Building Permit Submission SFD Checklist 2-Family All items below must be checked either yes,no or not applicable prior to submission of any,burldir,g permit to the Town of Queensbwy%ikhng Department If anyof the belowitems are lxking,the permit. will not be accepted until such twoe as the application is de=cd complete for submssion 1•M Bw7ding Penmt Application Completed .................................. ❑yes ❑no O n!a 2. Energy Form or UeckMate Energy Code Compliance Forms Complete.. O no O n/a (2 copies) 3. Energy Code Inspector's Report from UeckMate Program............ ..... L g3 Ono O n/a (2 copies) 4.j Septic application completelyfilled out(if applicable)........................ ❑yes ❑no ❑n/a 5. Solid Fuel Burning or Gas Appliance Form.............................. .......Oyu .O L� Ono a 6. Electrical Inspection Form........................................................ yes Ono On/a 7. Two(2)con4&M sets of structural drawings................................ ....09'Ono On/- a) floor plan;b)foundation plan;0 cross sections:d)elevations; e)window and door schedule ' S. Two(2)site plans showing location of the structure to be bunt,...... ... ... !05� Ono on/a location of well or water lines,location of septic system or sewer line 9. Setbacks from properly lines to new structure........................... ... .. Ig< Ono On/a 10. Setback to neighboring wells and septic systems,4duding onsite well... L ono f]n/a and septic systems(if applicable) 11. DrivewayPemut.................. ......... ............ ................ Om Ono On/a Date: i Staff Initial: Application for Permit�S.eptle Disposal System I. , Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNM WORMAIION: ...,.....�...�..............�.�....... u .,,..... .. .�..,,.,..........,..-.,.... Location of installation: ���5�:�_s We \pj,,�,.r�, Office Use Tax Map No. LI'0/ l /1 -►Q File Permit No. S Owner's Name: Fee Paid ri! !�- �l t LI V't Address: �2 ` U Q 2. INSTALLER'S NAME : M_�k-_ _y\7' I,g-kP, `_��1 -= PHONE NO. V�-� �1 S 0 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 Compton = Total D&ily Flow- 1980 or older x 150 galtbdrm = 1980- 1991 x 130 gal/bdrm - 1991-present x 110 gal/bdtm Garbage Grinder Installed yes_ I no Spa or Hot Tub Installed yes_ ,/ no 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) i TovoQrashv Soil Nature Ground Water Bedrock or Imvervious Material Domestic Wat:j-,SI jy Flat sand at what depth at what depth municipal Rolling loam feet , feet well Steep slope clay ifwell,water supply �9i slope other from any septic-system depth: absorption is ft, other Percolation Test: (To be completed by,licensed professional engineer or architect) Rate: minute per Inch PROPOSED SYSTEM: For N'ew Qom} ction: 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 V&irlpool Tub. Septic Tank: gallon(min,size I,000gal.) Tile Field: each trench l__Q _�_fI: Total System Length:,�C) fl. Seepage Pit(s), number of size of each: eft, by ft. Size/af Stone to be used: # i depth or thickness feet Bed System Size: x Aitertaetive System: F,LEC-�,j length and/or size _its o,,S As ( 14 = Lt0 t-;F 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each gallons /TOTAL Cap-nity: - 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 Queembury,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 requireZwn of Queensb Santary w Disposal Ordinance, ponsible perso Date ' � '" . � `i'nwtt 'uY t�ttt'tt�s�.►inti-y 5<,�vc::•� susti �S�tiv�ia;t; I)ixi>nKstt t:tr:s�strt• r ., t�hhc:3ltt�x t: c r , N sm rr•rrr Y.•n•.w�•••Y•wrr.wr• - � .ina.r. pow b 1�lrwtlt. tH 1J1►1'1;'tt;• ..� �t IR`nwlt • � r , ! l j yl w•wrrr r ! I T. tow% 1��'tYw• �� r • • �'!�StLPttiC�11 ' w • • r • . wry • Mr.rY.�•r'• •^��� ,��}M.f/+"" � • r r 7• SIQK&TUBB &INFflIZI4AI'7,ON VCM P=-Voi4o3 firs c.���..�w►•• ••�•••:; ''' �''�"' w ' • r Fire Marshal's Office Town of Queensbury,742 Bay Road,Queenslry,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fgel & vented gas appliances Date - , 20 b_ Permit No. Y ..� 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 perfbrm required inspections. NOTE to applicant: . Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name:' �,-� �� „� � # � Stove: k wood coal pellet gas Fireplace insert Address. $� i ,�� _...' Fireplace, factory-built: wood gas Fireplace, masonry: wood gas 1 Furnace: wood gas oil Phone: , If non-masonary applicance, please provide k -� Manufacturer Name: e: Address. `t * ` i Model Number: zy Chimney Information Phone: t r f•n ' t ` (circle appropriate words) Masonry block brick stone Flue the steel size: inches Exact Address: of construction or installation Factory-Built Manufacturer name: Model Number: Note: Listed By: Number: Construction lInstallation must con orm to NYS Fire Prevention &Building Indicate(circle) chimney material Code. Consult available Town of Queensbury Handouts regarding required inspections. Double wall / Triple wall,l his•ulated / Direct venting Chimney Liner ICserhfez-'Aer ww—of Qu�eeri�erb�:y, N��Yorl Fire Jllarshal Code# $Collected Refunded Received ft-om (re/andect to). _ address: _ _ ---- A 173 338) (190) Public Safety A 233 2655 (230)Minor Sales DATE White(Applicant) / Green(Fire Marshal) / Yellow(Bldg. Dept.) / Pink&Goldenrod(Cashier's Dept.) BPO Make Map Page 3 of 3 IA Produce Stand <100 sq. ft. Accessory Use or Structure WR School Site Plan Review IA WR Single Family Dwelling Permitted Use 1A WR- Uses Accesory to Principal Accessory Use or Structure IA Use The Town of Queensbury does not warrant the correctness or accuracy of this data, or assume any responsibility for any explicit or implied uses. http://gby2svr/GIS/MAKEREPORTtest.ASP 3/10/2005 y Queensbury Building & Code Enforcement - Residential Final Inspection _ Office No.(518)761-8256 r, Arrive: am/prn Depart: am/pm f Date Inspection request received: J�, `� US Inspector's Initials: NAME: t t �✓`^ " PERMIT#: LOCATION: -,e- i n-kCR--� DATE: ? _ TYPE OF STRUCTURE: _ Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location ya4-, Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete ` (�L Guard 30 in,or more @ stairs,decks,patios Guard at stairwell at 34 in.or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %2" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/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 lazin /Window in stairwells safety lain Interior Smoke Detectors: Every level: __ / Every Bedroom: Outside every bedroom area: Inter Connected: % Battery backup: Carbon Monoxide Detector Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched _ Garage fireproofing/'/<hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft. vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required `�{� Oka to issue C/C or C/4 Tem orar /Permanent yLu 8 L 16,1-- Pv,,f L:\PamW\BuildinQ&Codes\lnsi)ection Forms\Res. Final Insp. form 2.doeLast printed 2/12/04 fay AA µ Queensbury Building & Code Enforcement - Residential Final Inspection �l Office No.(518)761-8256 Z /��� Arrive: d s�am/p epart: am/pm Date Inspection request received: --- -t— Inspector's Initials: _ NAME: Sy I y1 A JNJ PERMIT#: LOCATION: DATE: _ TYPE OF STRUCTURE: �_- _ Comments V N N/A y Chimne Ht./"B"Vent/Direct Vent Location. C Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks atios Guard at stairwell at 34 in.or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum ''/a" 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 Furnace/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 Safe lzin /Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches _ Garage Floor Pitched _ Garage fireproofing/3/4 hour fire door/door closer Duct work Seated properly Gas Logs in Seated or Glass Enclosure Attic access 30 is x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker lood Plain Certificat' ,t red ka to issue C/C r C/O em orar /Permanent /yt;d Pew V 4er-? s/e.,M s,ewe.- a.&al /hc`zf/ G`YriAe�e L:\PamW\Building&Codes\tnspection Forrns\Res. Final Inso. form 2.docLast printed 2/12/04 .,�. C. e- ved- --- Queensbury Building & Code Enforcement - Residential Final Inspection Office No. 518 761-8256 t l ) 'n/� � � Arrive: a: P, ,D part: -'C Pm Date Inspection request received: ��' /e� Inspector's Initials: _� NAME: q* BALL PERMIT#: c2ol7s--1 ��--� LOCATION: uU<L +c DATE: os- TYPE OF STRUCTURE: Comments _ Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake _ 02 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more a)stairs,decks,patios Z /� r Guard at stairwell at 34 in. or more 7``� 4ce Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. / — �-- Platform at all exterior doors ` Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum ''/z" Gypsum Grade awa 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 (l A Oil Furnace shut-off at entrance to furnace area ` V Furnace/Hot Water Heater operating Low water shut-off boiler ol Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Ap d u Bathroom/Kitchen watertight ` Safe lzin /Window in stairwells safety glazing Interior Smoke Detectors: f Every level: / Every Bedroom: t Outside every bedroom area: 111 NS,/}'L�- `(�lA1P Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans,if no window Plumbing fixtures 63©P 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/%hour fire door/door closer �v 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 24'1 acce s, 1 s . ft,150 s . ft. vents Building No./Addresi visilAe frp,Kroad Final Electrical Site Plan /Variance Nqufed Final Survey Plot Plan As Built Septic System/Sewe De pi.inspection Sticker Flood Plain Certification, if required Oka to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Town of,Qdi*nsbury Fire Marshal 742 Bay Road et Queensliury,NY 12904 761-8205/761-8206 fax 745-4437 Factory Built Wood Burning Fireplace/Stove Inspection ReRort 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 instructio or cations is allowed. Permit# Q'O0L— Schedule Inspection rTime yam p anytime Inspectora Name -u J Q/� Address 'S y C Rough In Final Appliance Manufacturer C j Model# Masonry Chimney Factory Built Chimney)Flue Size Double Wall Triple Wall insulated Yes No N/A Comments Floor Protection eJ Clearances to Combustibles(all sides) ko Me JA;4 t CA Safety Strip Installation(fireplaces only) Firestop(s) vertical Chase ate. "I WAR Penetration � I Chimney Clearances to Combustibles T�Q Chimney Termination 3 feet above roof penetration;2 feet above ft�C 1�8a any combustible construction within 10 feet b Combustion Air ---'� - Hearth Extension l/� V 1 � Mantel(height above f/p opening) Fireplace Doors/Screen(required) wldee—BduL De P�- Y —� mer PIAIc—Ffn 111ursLal Queensbury Building & Code Enforcement - Residential Final Inspection Office No. 518 761-8256 C i ) ,�/� � ) Arrive: am/pr� D part: ��/am/pm Date Inspection request received: _���S" Inspector's Initials: _y--�� - + �~ � NAME: _�� 1`1� �41LL i �%fl"�.! PERMIT#: .2uliS ®1�5 LOCATION: DATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location QL C 4 L L ('(3 Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" VA Roof Complete/Exterior Finish Complete Guard 30 in.or more(a)stairs,deckspatios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. - t ��- Platform at all exterior doors Interior Handrails stairs 2 or more risers F Enclosed Stairs Sheetrock Underside minimum 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 V Furnace/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 glazjn /Window in stairwells safety glazing Interior Smoke Detectors: f Every level: Every Bedroom; RAVO i Outside every bedroom area: ttt 1 Inter Connected: J Battery backup: Carbon Monoxide Detector Bathroom Fans,if no window Vol Plumbing fixtures �j tT,-- Foundation insulation Floor truss,draft stopping finished basement 1,000 sfC Emergency egress below grade Basement stairs closed rise>4 inches __Garage Floor Pitched / Garage fireproofing/3/4 hour fire door/door closer rt�G 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 24'1 acce s, I s . ft.-150 s .ft.vents Building No./Addres visiVefy_oKroad Final Electrical Site Plan /Variance liquied Final Survey Plot Plan As Built Se tic System/SeweiDepi. inspectioiiSticker Flood Plain Certification, if required _ Okay to issue C/C or C/O[Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: z �S NAME: SA(tm M LOCATION: 'J �n k" PERMIT#: 7cvoN—g25 Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of vi Community Development. Upon review the survey has been: 1A Craig B own oning Administrator Notes: L:1SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc Town of Qd"nsbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 LaLto ry Built Wood Burning Fireplace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or cations is allowed. Permit# ' A�Schedule Inspection �2113 0 Time,3U0 a pm ytime Inspector � _- n��� Name V Address Rough kXFinal Appliance Manufacturer Q, Model Masonry Chimney Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles(all sides) A44a Safety Strip Installation(fireplaces only) Firestop(s) Vertical Chase Wall Penetration Chimney Clearances to Combustibles Chimney Termination M�� 3 feet above roof penetration;2 feet above l any combustible construction within 10 feetGi v Uv Combustion Air Hearth Extension Mantel(height above Up opening) 6 Fireplace Doors/Screen(required) qhie—B diftg DepL yeflotcasttrwrPink—Flm Marshal 2��1� �� �.pq�o� �b - �,�� 1a� k�r� �inl y fk���A�� clzM �+'PQ- Rough Plumbing / Insulation Inspection Repo Office No. (518) 761-8256 Date Inspection request received: _ ? Queensbury Building & Code Enforcement Arrive: am/p part: m/ m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: �c." -.A rk PERMIT #: LOCATION:_ Ow!rs SyOu k— ),^I INSPECT ON: TYPE OF STRUCTURE: 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 / chan a 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 / 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 )Crb ustion Air Su I for Furnace 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 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p ,Depart: am./am 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:\ NAME: PERMIT #: LOCATION:_ Ns „�,�1�;1��JC INSPECT ON: 5 Z TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent / Vents in Placer 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 50 .I for 15 minutes 2, I,UsrAV— ulation Residential Check Commercial Check Proper Vent Attic Vent �F� /vMoliJ Duct/ Hot Water Piping Insulation If required unheated spaces _ Combustion Air Supply for Furnace uct 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 / '3 `m Rough Plumbing O Insulation Inspection Repo ZI/ Office No. (518) 761-8256 Date Inspection request received: I � Queensbury Building &Code Enforcement Arrive: am/ D part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: PERMIT #: 05— � LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA VOugh 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 in / Vent Ai / Head .S.I. or 10 ft. above highest connection for 15 minutes re;ter ssure Test Supply Piping / Head 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&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 l 'NiL n I Town of Q*ensbury lire Marshal 741 Bay Road Queensbary,NY 12804 761.9205/761-8206 fax 7454437 (Vi 4 Facton Built Wood Burning Fireplace/Stove Inspection Report Notice: New York State requires that all llL 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# 0 S" �a-S/ Schedule Inspection �-!� `'�Time /d �m anytime lnspector Name flNly - Sj4-L1vek^-Address � �fUN�'tS`'c.�/� Rough in � Final Appliance Manufacturer �1�1�`Z`�+� Model# C � Masonry Chimney Factory Built Chimney Flue Size Double Wail�C Triple Wall Insulated Yes No N/A Comments Floor Protection 7,A 4 �w n t ar t► �/t S�� Clearances to Combustibles (all sides) Safety Strip Installation(fireplaces only) Ila Firestop(s) Vertical Chasei--- Wall Penetration Chimney Clearances to Combustibles Chimney Termination �`'u C v,� (41- n 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Combustion Air 16, Hearth Extension Mantel(height above f/p opening) Fire ce Doors/Screen(required) pla White-- L Dept. YeII -c mer Pink-Fin Manhal I Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/q, epart: _ am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: VI,�C Ll v.A-( ?� ,� ct���C .1�PERMIT #: f-�- t C;L LOCATION: INSPECT ON: [i_/t�s TYPE OF STRUCTURE: 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 50 P.S.I for 15 minutes Insulation Residential 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\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: am/ epart: ;' ax /pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: Ale �. NAME: so'\� If' ,- _ PERMIT NO.: LOCATION: Q� INSPECT ON: RECHECK: — Comments andA�diaaram Soil Type: Sand6Loaayl Clay Type of Water: unici al/Well Water C Waterline separation distance ft. Well separation distance JOVft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ( e v ft. Size of Stone Seepage Pits: Number Size: x Stone Size: piping Size T Building to tank Tank to Distributio ox K Distribution Box WFi ld/Pit_ Opening Sealed: Y/ /Partial End Cap* Location/Separation Foundation to tank -ft. Foundation to abso tion Separation of Pits ft• Conforms as per Plot Plan N tTf J7R���etGC v Engineer Report and As-Built Y I Location of System on Property: t� -P", ®ron' Rear Left Side Right Side \ 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 Septic Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement' Arrive: am/ a art: .i am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials. NAME: l CA PERMIT NO.: LOCATION: INSPECT ON: RECHECK: S Comments and/or dia r Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water j Waterline separation distance ft. I Well separation distance ft. f Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. �5 -Depth of trenches ft. V� Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side 41er Middle Front Middle Rear _System Use Status: Ap roved P rtial Approved and needs to be re-inspected,please call the Building&Codes Office isapproved Last revised 1/6/05 r � Foundation Inspection Report i Office No. (518) 761-8256 Date Inspection reque t rec ived: Queensbury Building &Code Enforcement Arrive: am/p Depart: a m 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: v' ' . , PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: _J Comments _oo Y N N/A Fti—in Pier -1k4VrN41ithiC Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement jdthe concrete. . Materials for this purpose on site. 'Foundation/Wallpour / ( _ y Reinforcement in Place Foundation Dampproofing !� Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width ches above footing 6 mil poly for wet areas under slab _ Backfill Approval i Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspeetion.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report r�` -� C) L, Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: r am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial NAME: �;\ L� PERMIT#: C- ) LOCATION: ? '� INSPECT ON: _ TYPE OF STRUCTURE: .� Comments -- Y TN_ 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 R ' forcement in Place T;ko!!j 'on Dampproofing ndation/Waterproofing T e of Dampproofing/Waterproofing noting 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. h:1SueHemingway\Buil ding.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building&Code Enforcement Arrive: am/1 Depa d m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: C'.L_ I/ ,41 PERMIT #: A LOCATION: U � �UDC. A2 INSPECT ON: _— TYPE OF STRUCTURE. Comments Footings ---------_------------------- Piers Monolithic Slab Reinforcement in Place The contractor is responsible for I 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 oundation/Waterproofing ype of Dampproofing i Waterproofing 1 Footing Drain Daylight or Sump Footing Drain Stone: ~� 12 inch width 6 inches above footing 6 mil poly for wet areas tinder slab Backfill Approval Plumbing Under Slab _ PVC/Cast/Copper�^ Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:1.SueHemingwayBui;ding.Codes.Inspection,FORM SToundati on Inspection Report.doc January 28,2003 1� 9-111 Foundation Inspection Report 1 Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p Depart` pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials. Q S� NAME: PERMIT#: — LOCATION: INSPECT ON: _ TYPE OF STRUCT !L) 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 t concrete. terials for this purpose on site. oundation/Wallpour Reinforcement in Placetr N 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: anvil Depa m/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's initials NAME: _ _ ULC ( � � PF,RMIT#: LOCATION: d � �� Lj;G--t ^3 INSPECTUN7- TYPE OF STRUCTURE: Comments 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 i Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly to 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,FOP MSToundation Inspection Report.doc January 28,2003 a—�/ 94QU Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p��j,��Depart: arri/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: 'I NAME: VII c1\ PERMIT#: _ CID cc) LOCATION: u c JQ INSPECT ON: _ TYPE OF STRUCTURE: �SC� Comment Y N /A 4 e l c� Piers �f 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:1SueHemingway\Boilding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 C3� TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 518-761-8201 d< Memorandum To: Keith Lanfear From: David Hatin, Director, Building and Code Enforcement Date: April 13, 2005 Re: Anita Sullivan drainage catch basin This letter will confirm that you are allowed to tie in the drains from the Riitano property into the catch basin on the property in order to continue the previous drainage that had existed on the property. If you have any other questions or concerns, please don't hesitate to contact me. L:\Maria Gagliardi\MARIAG\Lanfear.mem.doc TOWN OF QUEENSBURY COMMUNITY DEVELOPMENT DEPARTMENT "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 OppOF N LW R ECT 3 HONEYSUCKLE LANE, OBY ; „ X ®R4WNG NOTESy Z� w GENERAL NOTES 10 A /kO R0"FS S I ON P� Designed in accordance with 2002 Residential Building Code of New York State. _- �' l Do not scale Drawings. Contractor shall notify Engineer of any discrepancies in dimensions or elevations. Do not change size or spacing of structural members. Contractor shall notify Engineer of proposed deviations or substitutions from dimensions or materials shown on the Drawings and make only those deviations or substitutions accepted by Engineer. These Drawings do not include necessary components for construction safety. Contractor shall be solely responsible for construction safety. FOUNDATION NOTES Bear footings on firm undisturbed soil. Foundations have been designed for a presumptive soil bearing pressure of 2000 psf in accordance with Section 401.4.1 of the 2002 Residential Building Code of New York State. If soils encountered are expansive, compressible, shifting, or have other unknown characteristics, soil testing shall be performed to verify soil properties and the design presumptive bearing pressure. Minimum depth of exterior footings for frost protection is 4 feet below finished grade. Lap footing reinforcement 2 feet at splices. Provide corner bars in footings, the some size and number as continuous reinforcement, lapped 2 feet with main reinforcement. Bars shall be placed 3 inches clear above grade. Cast stepped footings monolithically. Refer to Drawings for Typical Stepped Footing Detail. See foundation plan for approximate step locations. Excavations shall be laid back to prevent sloughing in of sides. Maintain sides and slopes of excavations in stable condition until completion of backfilling. Foundation excavations shall be hand trimmed to remove loose material or ridges left by equipment. Backfill foundation walls with sand and gravel which are sound, durable, and free of organic or other deleterious materials. Install bockfill evenly on both sides of wolfs where necessary to prevent displacement of construction. Backfill shall not be placed against basement walls until the walls have sufficient strength and have been anchored to the floor above. Finished grade at perimeter of foundation shall be sloped to drain surface water away from building. The grade away from foundation walls shall fall a minimum of 6 inches within first 10 feet. Place interior backfill and slab subbase material in layers not more than 18 inches in loose depth and compact to 95 percent of maximum density. Perimeter foundation drains shall be installed around walls that retain earth and enclose habitable or usable spaces below grade. Install perforated HDPE pipe with crushed rock wrapped in filter fabric at or below the area to be protected and discharge by gravity or mechanical means into an approved drainage system. Footings shall be placed on 6 inches of well drained gravel or cushed stone. Anchor sill plate of exterior walls to foundation walls with 1/2—inch anchor bolts 12 inches maximum from each end and 6 feet maximum on center in between. (Minimum of two anchor bolts in each sill piece.) Embed anchor bolts a minimum of 8 inches in concrete foundation walls. Use pressure—treated wood for all timber elements exposed to weather or in contact with soil, water, or concrete. MATERIAL PROPERTIES Concrete: Footings, foundation walls, and interior slabs on grade shall have a minimum compressive strength f'c at 28 days of 3000 psi. Exterior slabs on grade or slabs with freeze/thaw shall have a minimum compressive strength Pc at 28 days of 3500 psi. Concrete shall have a maximum water/cement ratio of 0.55, a maximum 5 inch slump, and shall have 5 to 7 percent entrained air (ASTM C 260) at exterior exposed locations. Reinforcing: Deformed bars, ASTM A 615, Grade 60. JAN-24-2003 16:10 CODES DIVISION 518 486 4487 P-01r03 '1 4 4 STATE OF NNW YORK DEPARTMENT OF STATE 41 STATE STREET Ae_aANY, iNY 1 2231-OD0 1 GmRor- E. PATA I RAMOY A. DANw-LS GOVIXW a SECRETARY OF SYNTE Mr.Alan Harmon Excel Homes,Inc. RR 62,Box 683 Liverpool,PA 1,7045 VL4 FACSIMILE TRANSMITTAL - RE: M 0497-02A73 System approval-CONDITIONAL DearIvlr,Harmon: Issued herewith,in response to your October 31,2002 application for approval of a Detwhed One-and Two-Faau'Iy Dwellings and Multiple Sangre-Fmnily Dwelli 1p (Townhouses) System of Motels is Fpotory Manufactured Building Approval designated,as authorized under Part 1281 of the Uniform Fire Prevention and Building Code. SuNduW manufaetnsed under"approval are liettmlted to beta W Wn an sites mmiag the babwb g aciterla: I. The Sebnde Desip C.alaegory m deberm wd by geogsxphie locatim and cog Site CIM is livasd m tallows: 5ekmk Design Catgory A.B,C fair D4%ehed data sad Two-FanWy Drve kSL Supplemental Conditions of Approval In addition,the conditions under which system approval is granted am: i.The manufactaw is to submit to the Division a duplicate of,the permit set for each dwelling to be Installed in New York. State. Each permit set is to be sealed and signed by an architect or engineer registered in New York State and is to beat that mddtect.or engineer's ocrti$cation that"the plans and sPTAc;stions of the permit act are derived from and consistent with the plans and specifications associated with this Approval on file with the Division and this conditional approval letter."The certifying architect or engineer may not be affiliated or associated with the manufacturer's quallty assurrutcc agency.The following are specific requirontents regarding the contents of the permit set I.I.A set of drawings comprising at a minimum_ 1..1.1 Cover sheet which contains information on: -Project location - Design criteria: listing of applicable design loads such as Ground Snow Load, Seismic Design Category,Wind Speed, Live Loads,Dead Loads,etc. -Applicable building codes and design specifications - Energy code information: statement by professional of compliance with Energy Conservation Construction Code of New York State, 2002 Edition Method of compliance and pertinatt documentation shall be provided. Www.D05•STATC.nr.u5 !:-MAIL: INF0000S.STAT9.14Y US RCQ•lfie-�� JT W24=200-� 16:10 CODES DIVISION 518 486 4487 P.02iO3 January 24,2003 PAge 2 -Occupancy classificalion -Construction type classification -General notes -Index of drawings -Manufacturer's title block Certification, by design professional, of derivation from approved system set drawings ad this conditional approval letter 1.1.2 Elevations 1.1.3 Floor plans which convey the information on: -Required and provided light,ventilation,egress,window and door schedules -Unambiguous idcnfification of structural members -Smoke detectors and GFCI Intcmipt protection 1.1.4 Foundation plat) 1.1.5 Building crass section with information on: -Building integration(module connections)details -Location of'required fire stopping -Roof truss bracing and structural cosmccdons 1:1.6 Roof system -Special requirements addressed (such as sliding,drifting or unbalanced snow load conditions) 1.1.7 Non-typical details(such as prow roof,cantilover beams,etc) 1.2 Summary of rCfcrsnces to system for selection of structural membm. 1.3 Each page of drawings and calculations should be signed,sealed,and datfid by New York State registered design pmfcssional. 2.The manufacturer will submit a weekly report summarizing(listing)all permit seta with information about project horn Eton,production serial number,and I1Y insignia number. 3.The manufacturer will promptly address the deficiencies of submittals. 4_ The system conditional approval is subject to termination upon evWaation of compliance with the provisions of the Uniform Code. 5.The Division will conduct quality control review of permit set submittals to evaluate compliance with the above conditions and with the provisions ofthe Residential Code ofNaw YorkState. Deficiencies will be reported to Manufacturer name and are to be pfomptly addressed. The approval is indicated by the New York$fate Department of State"Stamp of Approval"placed on the accompanying set of plan$and by the qualifying letter dated January 24,2003 A copy of the first two pages of this letter shall accompany cab set of plans submitted for a building permit and be deemed a duplicate original. George E.Clark,Jr. Director Division of Code Enforcotnent and Adminimtration Enclosure cc:PI~S Corporation 02073CAL.wpd ay 12 05 05:11 p Pern-it Number REScheck Compliance Certificate Checked By,`Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le Data filename:C:\Copy of Old Hard DrivelMy DocumentskCADD WGS\MI1lmperial HornesNAssembly Point Foundationlsull ivansecondfloor.rck PROJECT TITLE: SULLIVAN RECEIVED COUNTY: Warren MAY 13 2005 STATE:New York HDD:7635 TOWN OF QUEENSBURY CONSTRUCTION TYPE:Detached I or 2 Family BUILDING AND CODE IDEATING TYPE:Non-Electric .Joe/ C. DATE:05/12/05 DATE OF PLANS:2125/2005 T?'�7�� ;&;ya, PROJECT DESCRIPTION: ?✓' MH Imperial Homes 1469 Route 49 Fort Edward,NY 12828 DESIGNER/CONTRACTOR. Avis America P.O.Box 420 Henry St Avis,PA 17721 PROJECT NOTES: This ResCheck is an adjustment to the original one dated February 25, 2005. The new measurements take into consideration the living area on the second floor, and any new adjusted R-values in the insulation. COMPLIANCE:Passes Maximum UA=245 Your Home UA=229 6.5%Better Than Code(UA) Gross Glazing Area or Cavity Cc nt. or Door Perimeter R-Value R- alue U-Factor UA Ceiling 1: Fiat Ceiling or Scissor Truss 565 39.0 OX 17 Ceiling 2:Flat Ceiling or Scissor Truss 239 38.0 0. 7 Ceiling 3: Flat Ceiling or Scissor Truss 106 11.0 0. 9 Wall 1: Wood Frame, 16"o.c. 1596 19.0 0. 90 Window 1: Vinyl Frame:Doubte Pane with Low-E 165 0.370 61 Door 1: Solid 29 0.280 8 Door 2:Glass 39 0.330 13 ay 12 05 05:12p Door 3:Solid 22 0.140 3 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 936 30.0 0.0 31 Furnace 1:Forced Hot Air,78 AFUE Air Conditioner l:Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building represented in this document is co isistent 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 Registeret.Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professi onal judgment,such plans or specifications are in compliance with this Code. Builder/Designer_ Date II Zoa� Dave Hatin-02-073CAL Rnw_fee.wpd ""' TOWN OF QUEENSBURY BUILDING DEPARTMP �' Based on oUr limited examination, comppliance with our comments shall €BUILDING & COD E�:"�'. not be construed as indicating the plans and specifications are in full REVIEWED BY SPATE OF NEW YORK compliance with the Building Codes :u'?a I u De art eat to of New York State. SATE .....p......,... ` state street Albany,NY 122314001 George E. Patald Randy A. Dames Governor Secretary of State March 18,2005 Mr.Alan Harmon FILE Excel Haines,Inc. RR#2,Box 683 Liverpool,PA 17045 NOTICE RE M 0497-02-073 System approval-CONDITIONAL RENEWAL Dear Mr.Harmon.. KRAFT PAPER INSULATION MUST BE COVERED BY NON-COMBUSTIBLE 6P,0:iE'iR In reference to your written request dated December 20 2004,your original approval dated January 24, 2003, to construct Factory Manufacttured Detached One- and Two-Family Dwellings and Multiple Siree-Family Dwellings(Townhouses)System of Models designated M 0497-02-073,is hereby renewed as authorized under 9 NYCRR 1209. This approval will remain in effect until January 24, 2007 unless sooner revoked,and is subject to renewal thereafter. Buildings manufactured under this approNal are limited to installation an sites meeting the following criteria: 1. The Seismic Design Category as determined by geographic location and soil Site Class is limited as follows: Seismic Design Category A, B,C for Detached One-and Two-Family Dwellings. Supplemental Conditions of Approval In addition,the conditions under which system approval is granted are: 1.The manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed in New York State. Each permit set is to be sealed and signed by an architect or engineer registered in New York State and is to bear that architect or engineer's certification that"the plans and specifications of the permit set are derived from and consistent with the plans and specifications associated with this approval on file with the Division and this conditional approval letter."The certifying architect or engineer may not be affiliated or associated with the manufacturer's quality assurance agency.The following are specific requirements regarding the contents of the permit set. 1.1.A set of drawings comprising at a minimum: 1.1.1Cover sheet wbich contains information on: -Project location N� �r�ign criteria: listing of applicable design loads such as Ground Snow Load, Design Category,Wind Speed,Live Loads,Dead Loads,etc. SMOKE DETECTORS ARE RE > and design specifications ADJACENT TO BEDROOMS, AN e�ut by professional of compliance with Energy ode of New York State, 2002 E&hon. Method of INCLUDING CELLAR OR BASE . IL DETECTORS SHALL BE INTERCONNECTED ON ALL LEVELS. ALL SMOKE DETECTORS MUST BE BATTERY BACKUP. CARBON MONOXIDE DETECTOR REQUIRED I LOWEST SLEEPING LEVEL,. Dave Hatin-02-073CAL,_Rnw_fee.wpd compliance and pertinent documentation shall be provided. -Occupancy classification -Construction type classification -General notes -Index of drawings -Manufacturer's title block - Certification, by design professional, of derivation from approved system set drawings and this conditional approval letter 1.1.2 Elevations 1.1.3 Floor plans which convey the information on: -Required and provided light,ventilation,egress,window and door schedules -Unambiguous identification of structural members -Smoke detectors and GFCI Interrupt protection 1.1.4 Foundation plan 1.1.5 Building cross section with information on: -Building integration(module connections)details -Location of required fire stopping -Roof truss bracing and structural connections 1.1.6 Roof system - Special requirements addressed(such as sliding, drifting or unbalanced snow load conditions) 1.1.7 Non-typical details(such as prow roof,cantilever beams,etc.) 1.2 Summary of references to system for selection of structural members. 1.3 Each page of drawings and calculations should be signed,sealed,and dated by New York State registered design professional. 2.The manufacturer will submit a weekly report summarizing(listing)all permit sets with information about project location,production serial number,and NYS insignia number. 3.1he manufacturer will promptly address the deficiencies of submittals. 4. The system conditional approval is subject to termination upon evaluation of compliance with the provisions of the Uniform Code. 5.The Division will conduct quality control review of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code of New York State. Deficiencies will be reported to Manufacturer name and are to be promptly addressed. The approval is indicated by the New York State Department of State"Stamp of Approval"placed on the accompanying set of plans and by the qualifying letter dated March 18,2005 A copy of the first two pages of this letter shall accompany each set of plans submitted for a building permit and be deemed a duplicate original. Ronald E.Piester,R.A. Director Division of Code Enforcement and Administration Enclosure cc:PFS Corporation 02073CAL_Renewal.wpd 1 } % 51ope LU vul #2 Stone Filter fabric ` ,� 24" O 18 A85 Perf. Pipe 24" Infiltrator Eave, Drain VOIUMe, 5torm water : Existing house = 100751' Proposed house = 1 o285F Additional impervious area = 2 15F Use default 1 . 5 g/5f Volume = 1 . 5 x 2 1 = 32ga1ion5 or GAC1~ Volume 5Upp11ed (lnfiltrator5) = 2 . 5cj/LF x 36 = 72CF > GA okay wd( 01 - _ -- - ------------- 1 1 ' I-- j I ,II , Ol't --- 4- 1985 z I --,__r - --k--s - _ '3 _ Ral5ed i Seated MH Cover -- - -- -- 1— as ; Inlet Top=-p9- .�5 �` , T_�\ , _ - -t•-- - ! Q� _ �'��,}_ T?f, C 7)Z, _� � � � � `1T xZ r - - ; 1 �9 . _ I i =-.,_` wall ._ ti 1 i��l C,uluer : To e �_ _ _ �`x _ "" --- I on pe Found - , - '- �T 45 P.ao_ _ _ _ / .,✓ i�` j i j yy . a.. a .... }` -- +.,..i -mot - L.nJ , q Sept, e'er Te5 # f. X _ ; 1 - t I i New house , I D k _ (2) Bedroom , Top of foundation — 102 Top of Footing 51ab = 9 - , , I t I Co _ , NEXI , / \ � 1 � 1 � '. "i "f ', ,' �''"y�-' I t ,...C C F" ,.ram: •{•1 g . gradeI- +- -- + --- I V 1 0w� h '�Q I f l , O Driveway ` o a 5urve or ,X Y Cuklext % _ _Uita SuMvan , - 51tu to 1n 5un ,► ------ \ ' �... To == 97.2 n f een5 ur Count of Warren p 1` -- . . . Tow o Chu Y Y State o New York ---- �� F)\0 Scale : 1 = 20 feet Date: I I October 20( ` --_ 5urvey at d Map by Mapping Notes F _ 8 Note: Only tale surveys bearing the makers tAj)ie1kijms6embossed seal should b -"`—e relied upon since other than embossed-seal copies may contain • A55 IA7E5 � unauthorized and undetectable modifications, — ` — - --- deletions additions, and than es. - UrveyOrS Engl.neer5 g 0 LAKE GEORGE, NI W YORK 12545 Note: Unauthorized alteration or addition to a survey map 44, bearing a licensed land surveyor's seal is a violation Of section 7209, 5ub-drwi5ion2, of the New York State u Education Law. f I Slope to drain Proposed final grade--•_ Top Sod(4 to G") Location Stake Insole backfdl no stone + 4"PVC holes @ 17" Grade 8'-5 1i2 ` 5*7 o'clock 1° 24" Tapered Hole P{ug Property line Geotextde cover Banding straps Cover- I 1 /2"Thick 15' , 2 - with Handle (Typical) well 1 5 well 7, Handle 12 min. 2"---- Yp ) 13" C©ncree s8hs7 6 ° • min. _ 36 6 .--�:--__-�: Inlet ]qO., ® `'-- - 100' minimum* Pondmin. F I L, L �8,,: outlet � � � ) 00'minimum* . . . . . . . . . . . . . . . . . . . J, Outlet ,,, Inlet 2 Original grade _ _ _'_ _ _ _ _ 36„ i, 4`1 ° = House I'IOUSe _ Undlsturbed Insitu Set level on 12 Sol I #25tone 5'_5" Baffle Baffle ° 20' 10' Septic I0'mi tank 0 min. Dist. box Seasonal water table Ledge or Impervious layer or Seasonal high Water Tabled I a} N �,�-� Di5tribution Box Details ° Ab5or ti n fields off'— V . .c :v— - „ s_ p L Set level on 12 minimum o 0 provide 0% exp. °• ''-o° a -� Must have 'speed levelers' ° #2 St 'one ° --� I O'min Cro55 Section "Eljen In-Drain 'b' Unit Undlsturbed, \ . . . . . . . . 3�„ . . 1 t S . . nsI u of Street Individual trenches 8'-2 112m New York State Department of Health Plan Details 1000 Gallon Concrete Septic Tank Details Increase to 200 feet if well is down gradient and iniine 10Un1t5@4' = 40LF 6„ "Ellien In-Drain '5' Unit" T11jen In-Drain '6' Unit" 48" 48" - 11 " - li Pie - - . - .. _ ' . - . .. - . . . .._ Eng neerl ng Considerations 4 PVC SO d 6 Mason sand ry _ .-... D tri I n Box .. ,. . . ,. . . s buto 51 , � , :• e o r m , _ _ . i.en In. Dram B Unit E1 en In rain .Unrt :.:.'..... . p. .. f Re d nc e: Tw 2 be d o0 Sloe 8 per Foot . . , .. .. .,. •. :: -'. , ...•.. . ' 4°PVC-Perforated h.1-05t7ow—k 41( taiL = w Ox2 22 gpd -- n ^ fl from) m Effluent • . .. B U s d ca n S e tic tank >- n n rain .. bed room I I - 15 ' e n Ch art" w 9.Masanrysand Use ten ( 10) units 40LF "EIJen In-Drain 'E Units" Plan View Layout NOTE: Trenches, if Jen In-Drain 'B' Units and 4" PVC Piping All 5et Level Soi l5 Information Soil Test Pit 0 - 10" -topsoil - °' 10" - 25" Loamy fine sand, Mottling @ 19" 0 5i�e 25 - 42" Loamy sand Slope Slope W tQ #2 Stone Filterfabric 8" ABS 24" O Percolation Tests Perf. Pipe Run Time Ma,, :... - I Gm 505 -- 2 1Om 055 of Sewa e and Stormwater Detall5 for 24 3 1 I m 105 4 I I m 205 J ita • (Run @ 18") van . Infiltrator Eave Drain 51tu to In Town of Queens ury County of Warren State o New York , Volume Storm water: µ Existing house = 10075E � Proposed house = 10285E Survey a d Map by - ` y Additional impervious area = 2 1517 � So ASSO IATES 4 Use default 1 . 5 g/5f Surveyors Engineers Volume = 1 . 5 x 2 1 = 32cgallons or GAGE LAKE GEORGE, N W YORK 125 � <f Volume 5u lied (Infiltrators) = 2 . 5 /LF x 3G = 72CF > G 4 okay r � pp 9 Y rr.'NO 543 F MHImperla � , dwg10 / 22 / 2004 1 16 : 1 G­ EST Well 1 I I T . I Deed Reference Iron Pipe, Found William E. Sullivan � ,w Anita D. Sullivan 'I to Anita Sullivan Land 'N/F of Kelly and Nagencgast ( I 1 1 3/ 1 O(S) Book: GG I Page: 580 Date: March 1 984 I I 2004 I Ralsed / Sealed MH Cover Ca p pd Rpd Set S75o Map Reference a� � O 1 1,rop Inlet --- t�sa� Map of. ti Top.—g4.75 "The Shore Colony" Capped Od Set on Assembly Point - Lake George �' - 7Jr• 8 , By: Leslie W. Poulter 9 Date: 1 2 Juncr 1957 1 CuI /-- - < ! Revised: 17 August 1957 Lo, �� �._ Iron l4jpe Found Map of... Jo5eph n IJ By: Van Du5en Steve5 Location 1 e', _. l t � ' — Date: 25 January 2002 20; i ,... ' Last Revl5ed: 10 June 2002 Lands N/F of Rltano i (G30/9G0) , _ _ -- _-- _ __-- _ - _ 33 •G - I - - - _ 1 � 30 .9 0 Capped f`od Set: 1 Mapping Notes Note: Only title surveys bearing the maker' embossed seal should be relied upon since , " - f `� 2 ^ ; other than embossed-seal copies may con ain � 0. 2 3`'� •0 i unauthorized and undetectable mod►fticatio s, deletions, additions, and changes. 0i Note: Unauthorized alteration or addition o a survey map bearing a licensed land surveyor's seal is violation of section 7209, 5ub-d5ion2, of the ew York State 00 Education Law. w� i l 0t C t r I _ Area = 0. 18± acres ' Capped Rod P�aund ! U/ I Certifications on this boundary survey map sicgnify j' , that the map was prepared in accordance with the Pr(�p0- d Drop Inlet I current existing Code of Practice for Land 5urvey5 adopted by the New York State Association of , r Professional surveyors, Inc. The certification is \ 1 O I limited to the persons for whom the boundary survey Iron Pipe Found `' ( """• , map is prepared, to the title company, to the governmental agency, and to the lending institution - \ Q 1 listed on this boundary survey map. "�-- \ OQ• O I �`� `�- ! i of a 5 u rvcy for The certifications hereon are not transferable. ��i" sun ivan Culvert - �" o 014 v V The location of underground improvements or \ `� `�� = Iron Pipe Found Sltu to in encroachments are not always known and often must \ _ p be estimated. If any underground improvements or \ T — 2' � f Warren encroachments exist or are shown, the improvements oh 97 Town of Queens u ry County u n ty o W a or encroachments are not covered by this certificate. \ 1 5tate o New York Scale . I = 10 feet Date : I I October 20 -- \ Revised: 28 April 200' Certification Certification 9G -- f �``--.--~- \ 98 survey ar d Map by Locate house/calculate I herebycertify to the Town of Queensbu I hereby certify to the Town of Queensbu fY ry Y fY ry �) Well .____._. �. ��� i.�s Revised: 22 June 2 that this plat was prepared from an actual that the Sewage shown hereon was installed f ---_-._ 0 A550 IATE5 0.V Add deck/re-certify on the ground survey according to record as approved and in a general workmanlike - -- - - _ _ _ _._. __ Surveyors Engineers descriptions. r. O LAKE GEORGE, N W YOU, 12845 22 June 2005 June 2005 Dennis L. Dickinson, L.5. Date Dennis L. Dickinson, L. - Date MHImperioJ . dwg 6 / 22 / 2005 4 : 52 : 54 PM F