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2010-034 TOWN OF QUEENSBURY w742 BayRoad,Queensbury,NY 12804-5902 (518) 761-8201 ��� Q rY> Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20100034 Date Issued: Monday, August 27, 2012 This is to certify that work requested to be done as shown by Permit Number P20100034 has been completed. Location: DIXON Rd Tax Map Number: 523400-302-014-0001-079-002-0000 Owner: HAYES & HAYES LLC Applicant: HAYES & HAYES LLC This structure may be occupied as a: Duplex By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property r"- avP 4 )0('' owner of the responsibility for compliance with Site Plan,Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. Temporary Certificate of Occupancy 90 Day Building Permit No. : 2010-034 Property Location : 10 DiPalo / Dixon Road/Duplex Property Owner: Hayes & Hayes LLC Approved for the following uses: Duplex Conditions of approval : 1. All Site Plan review conditions, as approved by the Planning Board,to be completed. $100 fee received on: May 24, 2012 90 Day Temporary CO expires on: AUGUST 24, 2012 *A final inspection for this project must be scheduled before the expiration of this Temporary Certificate of Occupancy—if your project is not complete within this 90 day period you will be subject to additional fees* Signature of Applicant: � Pp Director of Building & Codes: (--" 444P4 4/it TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Fifra Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100034 Application Number: A20100034 Tax Map No: 523400-302-014-0001-079-002-0000 Permission is hereby granted to: HAYES &HAYES LLC For property located at: DIXON Rd i in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot • . •s a . •ther info •.tion hereto filed and approved and in compliance with the NYS Uniform Building Code d ,e t ueensbury . g Ordinance. T i if ei n ruction Value Owner Address: HAYES &HAYES LLC 395 BIG BAY Rd D ' $140,000.00 QUEENSBURY,NY 12804-0000 otal Value Z $140,000.00 Contract. or Build 's Name/Address ec cal Inspecfton A:- cy f / 1111 , ,' / \ \V /' r • Plans&Specification t 2010-034 ` '' Building 1 - 1984 sq ' •uplex / $277,76 PERMIT F PAID-THIS PERMIT EXPIRES: Thursday,March 15,2012 (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.) f � Dated at the Tow ensb ; j' arch 15,2010 1 ��;;xt`"t n '�� Townof Queensbury. SIGNED BY for the Q ury Director of Building&Code Enforcement TOWN OF QUEENSBURY `0" 742 Bay Road Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100034 Application Number. A20100034 Tax Map No: 523400-302-014-0001-079-002-0000 Permission is hereby granted to: HAYES &HAYES LLC For property located at: DIXON Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: HAYES &HAYES LLC P.O. BOX 109 Duplex $140,000.00 GLENS FALLS, NY 12801-0000 Total Value $140,000.00 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2010-034 Building 1 - 1984 sq ft duplex $277.76 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, March 15,2011 (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 •.te. Dated at the own o ee uy ��/ ay, March 15, 2010 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement CEOVE 302 91 -/_7g FICE USE( LY 41 ,-" TAX MAP NO. /�, ,,l�'ryry "- I PEI VIII NO, 0 - F s- 9 2010 FEES: PERMITti .4ECREATION ENGINEERING TOWN OF C2UEENSBURY (If applicable) . BUILDING & CODES PRINCI 'AL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING P A PERMIT MUST BE OBTAINED BEFORE BEG NNING CONST ERMl1 REVIEW BEFORE ISSUANCE OF A VALID PE;MIT FOR CONST UCTIIONAPPLICATION IS SUBJECT TO APPLICANT/BUILDER: ?.-✓‘9 / OWNER: .f • (�.ry�. ADDRESS: 'l, 4 fly ADDRESS: ,e;' /is /14:. PHONE NOS. 71)47,%' 1- �` � - --,--_� _ PHONE NOS. _ CONTACT PERSON FOR BUILDING &CODES CC 4PLIANCE: ,* �..i PHONE: 7,3 _Ck LOCATION OF PROPERTY: 3(;11--)6/ HAS THERE BEEN A SITE PLAN REVIEW; VARIANCi OR SUBDIVISION APPROVAL? 0 YES D10 IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: ___________7d1k__ PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW CHECK ALL THAT z �APLYO x Ci P O YOUR O LL �PC Otxp OO � w -' O = =o W JLL LL _ a Zc�W o -I " a ° O cc W — CO g ZQ < - cN O � - L CI. 2ots SINGLE FAMILY TWO-FAMILY / f9 992- L , MULTI-FAMILY ,k (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: /t//1- ESTIMATED CONSTRUCTION COST f r , iz L- (h. ! B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? i v ARE THERE EASEMENTS ON PROPERTY? 1i/ I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: /id L/1 . BU//0 & CO: .4'--PROVAL ZONING APPROVAL DAT 1C2*- DATE QUESTIONS? CALL 761-8256 OR EMAIL Office Use Only codesftueensburv.net VISIT OUR WEBSITE FOR MORE INFORMOTinu / 1 -77 _ ,.- _ FFICE USE ONLY % E, C 6 W t X � ~ tt ( PERMIT NO. /1*OcJl PERMIT FEE TAX MAP N0. APPROVALS: ZONING TOWN CLERK 9 3 U J ' ID O OF QUEENSBURY APPLICATION FOR SEPTIC DISPOSAL SYSTEM P IZ ✓J *DING&CODES A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT T REVIEW BEFORE ISSUANCE OF A VALID PERMIT. /F7IJ ,/0 G"In OWNER: � � � e INSTALLER: d— ADDRESS: Tf '1 s // , ,/. ADDRESS: / 1T �J 8c, /4.,( PHONE NOS. 7 9 2 9` r PHONE NOS. 7.)- 9/ii 2__ Rk. . LOCATION OF INSTALLATION: 1 10) )4,n- 4/: OK RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION= X 150 gallon per bedroom = X 130 gallon per bedroom = = TOTAL DAILY FLOW BEDROOMS GARBAGE GRINDER 1980 or older INSTALLED? /i/v 1981 -1991 SPA OR HOT TUB , 1992-present X 110 gallon per bedroom = 2?-(y INSTALLED? APO Pr.- fif J./04-‘) PARCEL INFORMATION: Flat rollin Steep slope . _ %Slope SOIL ✓ TOPOGRAPHY: 9 ✓ NATURE: Sand Loam Clay Other ✓ GROUNDWATER: At what depth? ✓ BEDROCK/IMPERVIOUS MATERIAL: At wh epth? ✓ DOMESTIC WATER SUPLY: Municipal Well (If well: Water supply from any septic system absorption is ft.) 4.�,a,,,�- N►, ) _ e – Sz _c lray/1l ✓ PERCOLATION TEST: Rate is �cSS minutes per inch [MPI] ' TO ,....1—,ii,-,,,AJ (Test to be completed by a licensed professional engineer or architect.) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: /06 0 GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for , each garbage grinder, spa or whirlpool tub. SYSTE PE: ABSORPTION FIELD (WITH NO. 2 STONE) Total length 1d..ty ft. Each trench 1/6 X 3 ❑ SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size? ❑ ALTERNATIVE SYSTEM Bed or other type? O HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. fmlwrierciet-Ein' Inspection Report Office No.: (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:74 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ii/ ,:7-` ) NAME: u6S 1-41-c{ e,._s PERMIT#: / 0 3 'f LOCATION: J /m ();.N / it'o n RS DATE: i t V-L, l COMMENTS: Y N NA. —fee0 Chimney/'B"Vent/Direct Vent Location j. Plumbing Vent Through Roof 6'/Roof Complete 1 I-6,3 % 1t f Exterior Finish I Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Banisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in.I Step Risers 7"I Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 in.wlLever Handles/Panic Hardware,if requi • Exits At Grade Or Platform 36(w)x 44'(1)/Canopy or Equ Gas Valve Shut-off Exposed&Regulator(18')Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees M Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers `fig .1V s Gas Furnace Shut Off Within 30 ft. or Within Line Of Site # Oil Furnace Shut Off at Entrance to Furnace Area vtInc„, - -a--sg:- pt,44-r ) Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 IA doors > 10%> 1000 sq.ft. t _;. — %Hour Corridor Doors&Closers _-._ - - - Firewafs/Fire Separation,2 Hour, 3 Hour Complete/Fire _-- Dampers i Fire Doors .Ceiling Fire Stopping,3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 2' / ' Smoke Vents Or Fan, if required (._.,--I (—_) Elevator Operation and Signage/Shaft Sealed - Handicapped Bathroom Grab Bars/Sinks I Toilets . \ , Handicapped Bath/Parking Lot Signage I Public Toilet Room Handicapped Accessible \ Handicapped Service Counters,34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 In.Beyond[Both '\ ,�_ L sides] IV/1 �}� Active Listening System and Signage Assembly Space ! , Final Electrical I Flex Gas Piping Bonded `? Site Plan/Variance required _ Final Slav- , New Structure/Flood Plain certification If •. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' Water Fountain or Cooler Building Access All Sides by 20'I Driveable Surface 20'wide . Okay To Issue Temp.or Permanent C/O Okay To Issue C/ ,_(:Ydt' /1/ 1 ) L:\Building&Codes Forms\Building&CodesUnspection FormsVCommerc dal Final Inspection Reportdoc Revised January 7,2008 . ------ 'Cz4--)cc--4.-Q ck — ef-W et,,-... Multiple Dwelling, Hotel, Motel, Apartment Final Inspection Report } Office No.: (518)761-8256 Date Inspection request received: .ciaeliP i tr Queensbury Building&Code Enforcement Arrive: am/pm Depart:?j2,am/pm 742 Bay Road,Queensbury, NY 12804 Inspector's Initiale NAME: PI PERMI #: vZ OAU-0 3 7 LOCATION:10 A ° --bXO'i 1. DATE: , -V/VA - / i N NA COMMENTS: Chimney Height/ "B" Vent / Direct Vent Location � / Plumb Vent Thru Roof Minimum 6" v/' ,4e: Roof Complete 4// Exterior Finish Complete / Finish Grade 6" In 10' Drop 1/ C C' (A , Interior/Exterior Railings 34 Into 38 in. / 36" Landing, Decks, Porches / Exterior Handrails, Balconies, Landing 30" Or More % Interior Handrails Balconies/ Landing 30" Or More V W �, ��--- Interior Handrails Stairs 1 or More Risers V Guardrails 42", Ballisters 4" Minimum Spacing Vestibules For Exit Doors> 3000 sq. ft. Doors 36" / Lever Handles Headroom 6' 8" on Stairs 4. /. Bathroom / Kitchen Watertight V C, Smoke Detectors: Every level, Every bedroom P Outside every bedroom, Interconnected Battery Backup 6.j ,. Carbon Monoxide Alarm - lowest sleeping level / �' L 1 Bathroom Fans / Plumbing Fixtures Complete ✓ CC Foundation Insulation V 6l Fire Separation, 3/a, 1, 2 hr. .+� . — /' Fire Walls 1, 2, 3 Hour/ Fire Door 3/a, 1 1/s, 2 Hour ✓ „, u" -- V Handicapped Accessibility / Handicapped / Parking/Signage y / "'E3 Gas Log In Sealed or Glass Enclosure ✓ Gas Valve Shut-Off Exposed / Regulator 18" Above _ Grade �/� Gas Furnace Shut-Off Within 30 ff. or Within Line Site Oil Furnace Shut-Off at Entrance to Furnace Area Furnace / Hot Water Heater Operating / Fresh Air Intake Low Water Shut-Off for Boiler Relief Valve, Heat Trap / Water temp 110 Degrees Max. ✓ 7' Garage Fireproofing Complete, Penetration Sealed / Furnace In Separate Room / Protected (In Garage) ✓/ Light Ventilation per Room /Safety Glazing V/ Attic Access 30" x 20" x 30" (H) / Crawl Space 18" x 24" / Final Electrical ✓ / Site Plan/Variance Required Final Survey Plot Plan / Flood Plain Certification, if Req. / As-built Septic System Layout Required V Building /Apartment Number on Building or Driveway Build Access All ' s by 20', Driveable Surface 20"Wide V Okay To Issu /0 or Permanent CO (circle one) Okay To Issue 1 L:\B&C APPLICATIONS-OFFICE USE\MULTIPLE DWELLING.doc w ���� d Lf Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: , \ l(am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: /I NAME: a ' S PERMIT #: IO -03 q LOCATION: ' ostai ' _ • L._ a. INSPECT ON: 4-1 -a-5--Id. TYPE OF STRUCTURE: Y N NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout eve 100 feet/chan•e 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 f Insulation/Residential Check I Commercial Check T =k or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: r3 u•- '1\'"/`55) AALgICI Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report 9t Office No. (518)761-8256 Date Inspection request received: , •/ - Queensbury Building &Code Enforcement Arrive: am/pm Depa it AA am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: .01 NAME: 94&:4PERMIT#: 020/Q-a3 LOCATION: S, . INSPECT ON: Oh. 4 h 1/d TYPE OF STRUCTURE: ,o Ick ( S' r / S' t.(1'1,-&-y #-/Ayper-/- Y N NIA Rough Plumbing /Nail Plates Plumbing Vent I 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 h',hest connection for 15 minutes Pressure 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 I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape \J(CieTh-f riad"tn-07 . orN-tc-5 COMMENTS: (-:_sy_ ,-())-072._ Q - Rough Plumbing insulation Report,revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: ,71 am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �i NAME: ,. d 1 PERMIT #: -1.23 5l LOCATION: i {1►° _i,,. G INSPECT ON: 41,1.-:R=-fes. TYPE OF STRUCTURE: Y N N/A lir"4 •Fkiciesul Rough Plumbing /Nail PlatesA- 4r 8 PlumbingVent/Vents in Place 1 36 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout eve 100 feet/chars•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 Air/Head _50 P.S.I for 15 minutes / Iy .,1` KQflo' Insulation/Residential Check/Commercial Check �/ -- wL`,l IJV Tyvek or Similar Exterior Sealant � Proper Vent, Attic Vent -� Door/Window Sealed (No Insulation) t Duct/Hot Water Piping Insulation d If required unheated spaces a -4) Combustion Air Supply for Furnace Via" Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report,revised Nov 17 2003, revised February 15,2005, revised January 7,2008 (- rt Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pma am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 0...ivk..k •NAME: / PERMIT #: I LOCATION: 6, 1 I - INSPECT ON: '7- aliPP • TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent I Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every100 feet I change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head . •r 15 minutes nsulationResidential Check/Commercial Check v yvek • imilar Exterior Sealant / Proper Vent, Attic Vent V/. Door/Window Sealed (No Insulation) V Duct 1 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 Rough Plumbing I Insulation Ins ettion Report Office No. (518) 761-8256 Date Inspection request received: 1-r;19--/. Queensbury Building &Code Enforcement Arrive: am/pm Depart? )a.---)am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:(i M NAME: . PERMIT #: /6--o 3 / LOCATION: y 6 , :m INSPECT ON: 9-i:_ TYPE OF STRUCTURE: bid,5 f } N NIA Rough Plumbing /Nail Plates Plumbing Vent I Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout ever�100 feet/change of direction Pressure Test Drain I 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 1/ Insulation/Residential Check/Commercial Check / \i Tyvek or Similar Exterior Sealant / f 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 c2r5p--1 COMMENTS: <=r L t -- i Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 /A-or-3 Rough Plumbing I Insulation In pection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pIn 9 =•art: i am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 1 .' NAME: !•`�. - • 'ERMIT #: LOCATION:' ^- ,►i . x_ 'NSPECT ON: 22-/& TYPE OF STRUCTURE: -\--)/LA-71/01N Rough Plumbing/Nail Plates •'I • _ - Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I 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 117 Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check T ek 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 c)-1-76Vflt/1-). NA•L4/ COMMENTS: tAytAccic. Rough Plumbing insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Septic Inspection Report Office No. (518)761-8256 Date Ins « n . Queensbury Building&Code Enforcement Arrive: = • �fi'. rt: 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials IPPIff NAME: \-\F \\ .(77:5 �P NO.: (0 c}31.4 LOCATION: SPECT ON: 3 — Ito—1 Z— RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/- Y N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Cap Y____•N Inlet/Outlet Pipes&Baffles Y_N Manholes 12"or less below grade Y_•„_N [provide extension collar if Yes] Y N Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y_N AS BUILT Engineer Report and As-Built Y—N ETU Maintenance Contract �Y_N provided Location of System on Property: Front 'ear Left Side Right Side Middle Front Middle Rear em - S : . Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\Pam Whiting\2010\BuildIng Codes Forms\Inspection Fonrn\Septic Inspection Repor 03 2910.doc (..?- /6/ Septic Inspection Repo Office No. (,518) 761-8256 Date InAti�,�~•"�ec -- - ueensbunBudding &Code Enforcement Arrive:''�`1-�� ET7F•r epart: Warr • • 742 Bay Rd., Quee •ury, NY 12804 Inspector's Initial - NAME: fa iPtRMIT NO.: _ '� I LOCATION: /;Pa/��5118i1it t1 INSPECT ON: RECHECK: Comments and/or diagram Soil Type •• •.m/ Clay Type of Water unici•.I_,PWeH-WT tr ,} Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total lengthft. Length of each trench 4ft. Depth of trenches Z_ ft. Size of Stone 7_ Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank L- 'iGN t-0 Tank to Distribution Box 1--V1 h0,. 6 Distribution Box to Field/ Pit y'14,R35.0 3 ''Q-yL Var Opening Sealed: End Cap _N Inlet/Outlet Pipes&Baffles —N Location/Separations • Foundation to tank ft.: Foundation to absorption _7a . Separation of Pits ft. Conforms as per Plot Plan _Y N. Engineer Report and As-Built Y N1"N)EE9-5 EZL-17 Location of System on Property: Front Rea Left Sidec.fight Side Middle Front Middle Rear Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc ..---- isalt....„.„ Septic Inspection Reort Office No. (518)761-8256 Date Inspectio Queensbury Building&Code Enforcement Arrive: \2- took, r - -part: 3E1Wril. 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia �_ NAME: r �" tf c S • RM NO.: l U - 0 LOCATION: t‘`)1 X Uv ' -i), 11; NSPECT ON: -2-- RECHECK:RECHECK: \�-k Comments and/or diagram Soil Type' .% oam/Clay Type of Water: unici.• •'ell Water Waterli separation distance ft. N Well separation distance ft. '�Y Other wells: ft. Well Casing Length 50'+/- Y N N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench . Depth of trenches '2— ft. Size of Stone ?� Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank I-Vi hC >r'> Tank to Distribution Box i-0 L'?_-,7 Distribution Box to Field/ Pit /L1%� ' C__ ' Opening Sealed: L^l—N End Cap __N Inlet/Outlet Pipes&Baffles ✓Y, N Manholes 12"or less below grade ✓Y f� [provide extension collar if Yes] Y_•_,-,N Location/ Separations Foundation to tank ft. Foundation to absorption e � �� Separation Pits Conforms as per Plott Plan Y Engineer Report and As-Built _,.Y ETU Maintenance Contract Y—N provided Location of System on Property: ' { Front Rear Left Side Right Side Middle Front Middle Rear t-m - 5 .t • Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report._03 29 10.doc Framingiresfoppinel spection -eport Office No. (518)761-8256 Date inspection = ,-,,• ► _ Queensbury Building&Code Enforcement Arrive: - ® tf ,,�. = ' = : a _ ,,;;,1 742 Bay Road, Queensbury, NY 12804 inspector's I �t*; NAME: _ PERMIT#: 0 - 134/ LOCATION: / 1._ ` INSPECT ON: - 1 TYPE OF STRUCTURE: /,,,,,,...--„.____. .------....),_______ Y „Act A COMMENTS: Framing i�v,, pr 7 22' x 30' minimum 4 ..., Jack Studs/Headers V- 11111 Bracing/Bridging , --t-- ,, Joist hangers Jack Post!Main Beams Exterior sheeting nailed properly 12'O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more ` �LJ � -.\-11 Exterior Dedk Bracing Headroom 6 ft. 8 in. • ---\--\ \--L- 'S Wo Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate ...------- 1 16(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%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Building&Codes Forms-O1D1BuOding&CodesUtapedion Fom*Framing Firedopping UKpedlon Repo t.doc Revised January 7,2006 `6--/C2 /lam Framing I Firestopping inspectio eport Office No. (518)761-8256 Date Inspection -. , =.-. = ►-' : Queensbury Building&Code Enforcement Arrive:,� a • RAfr,- . 14 r, 742 BayRoad, Queensbury, NY 12804 Inspector's Initial- rY NAME: / ' PERMIT#: L /— LOCATION: r�-' J / INSPECT ON: _ —/_M TYPE OF STRUCTURE: --Z___ 4-14,4. VGL__--i--,t Ipv I _/ALA rilinlng COMMENTS: Vic22"x30" minimum Jack Studs/Headers V Bracing/Bridging ✓ c Joist hangers I sem.- Chi u3 ?-C- V\E Jack Posts 1 Main Beams Fcs, Exterior sheeting nailed properly \ E 12"O.C. 1 i CV— , Headroom 6 ft. 8 in. Stairwells36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls ,9' \ E-F. ��L\4�E �c Metal Strapping for Notches Top Plate � 1 'A(w) 16 gauge(8) 16D nails each side �� - m t (L � Draft stopping 1,000 sq. ft floor trusses 9E-AK \; ) _E-V 4 F Anchor Bolts 6 ft. or less on center t.,1 lCl Ice and water shield 24 inches from wall J separation 1, 2, 3 hour 3, 4 hour Iri A Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side's inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Buiiding&Codes Forms-OLDDBuUding&CodesJrapedion Fomit*Freming Flmstoppktg Inspection Report.doc Revised January 7,2008 J":/O 4,e. Rough Plumbing I Insulation Inspec io port Office No. (518) 761-8256 Date Inspection req r ed: Queensbury Building &Code Enforcement Arrive: \tt-4,5a p art: �D m 742 Bay Road, Queensbury, NY 12804 Inspector's Initial.: NAME: e PER irff #: s LOCATION: 1 INS CT ON: TYPE OF STRUCTURE: Y N/A R• •h Plumbi /Nail Plates IP p ETi �L-- • u •'• . •ent 1 Vents in Place 1 %inch minimum Drain Size ✓P Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction V--EC- t� rJ Pressure Test Dom-'r /Vent ►J l - P. . •r 10 ft. above highest connection for 15 minutes P =ure Test - r.r Supply Piping ✓ Ai -'1 P.S fo minutes In • •n/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 I No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 -- Framing / irestopp ng ns• = on�>= • •it Office No. (518)761-8256 Date l .'O. Queensbury Building&Code Enforcement Arrive: '- : `- : k/ �'3 h am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Inaba _. NAME: RMIT#: b—c 3• LOCATION: 1)crw�. Rr) SPECT ON: — Z TYPE OF STRUCTURE: .�� I N COMMENTS: Attic Access 22"x 301 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 6(w) 16 gauge(8) 16D naffs each side Draft stopping 1,000 sq. ft. floor trusses rand- 3o11)6 ft. or on center ce and water sh 4 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'r4 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin• -11 Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Building&Codes Ferns-OL01.0ding&Code&J spec on Fom**Fmming Fksstoppng Inspection Report.doc Revised Jemmy 7,2008 Framing / Firestopping s ion- Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depa ,f .w am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials NAME: / ' SPERMIT#: LOCATION: 0, II .cam. PINSPECT ON: TYPE OF STRUCTURE: Framing Y N 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 "A(w) 16 gauge (8) 160 midis each side Draft sto L.' 1,000 sq. ft. floor trusses ►' : • s 6 , or less on center Ice and water sh • 24 inches from wall .- 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side S4 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 08uilding&Codes Forms-OLD1BulIding&Codesdnspeclion Fo ms*Frsming Firostopping1nswedion Reportdoc Revised Jenuery 7,2008 I(4t ler-is 2 -I/ 71:u‘ 1-7- 4-it------3,- ine- -. j--- oundation Inspection Report Office No.(518)7614256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:4 am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:/__ NAME: 1' �- PERMIT#: LOCATION: f' 1)j x .,(-�;,,,,� �� INSPECT ON: --`- —/ TYPE OF STRUCTURE: fj Comments yj N NIA notings ...,2 Pi Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. i 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 Forts\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing /Fir t /` ti( c upping Inspection Repo ' i Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:, NAME: 1-ttie PERMIT#: • LOCATION: .; v- 12.4 id- 1 INSPECT ON: r Z /°b TYPE OF STRUCTURE: b' I COMMENTS: Framing 22"x 30" minimum Jack Studs/Headers yA I Bracing/Bridging Joist hangers G M5c Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Srior e ls Bracing6 in. more � T �,S ��� rz2r e Exterior Deck ,,;� � � 'fir J Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'A(w) 16 gauge(8) 160 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 wail �^ 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'A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/vrall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Suilding&Codes Forrns-OLDDBuidinp&Codeslltspedion Formscraming Flrestoppinp Irapedion Reporl.doc Revised Jsnwry 7,2008 Framing / Firestopping Inspection 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: -t NAME: t &2 > \-2)`L PERMIT#: 4-LO O34 LOCATION: INSPECT ON: TYPE OF STRUCTURE: < u'/"r ` _ N N/A COMMENTS: Framing V Attic Access 22"x 30' minimum c Jack Studs/Headers C9"-)'- '`-'l- 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%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 5.0sfgrade L:1Building&Codes Fortes-O1.D1Building&codes1inspedion Forms1Framing Frestopping inspection Reporl.doc Revised January 7,2008 Framing / Firestopping in epection Repo 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: ' t. NAME: 4().:_-) PERMIT#: /( ' (1 / LOCATION: ! / )i- &�� ` ? INSPECT ON: /Z -/C> TYPE OF STRUCTURE: — - Y COMMENTS: Framing ss 22" x 30' minimum Jack Studs/Headers fir-2\pv Ae'frtft-le— Bracing!Bridging -C`0 a Joist hangers Jack Posts/Main Beams 46}'T- — Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more y` 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 lesson 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 1,4 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wali Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Buiiding&Codes Forms-OLD B%t din9&CodesUtapedion Forms1Franting Firestopping inspection Report doc Revised January 7,20011 Foundation Inspection Report Office No.(518)761-8256 Date •: tion - D Queensbury Building&Code Enforcement Arrive: D Depart: ► •a> : • - 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti NAME: RMIT#: 16 `U?`) LOCATION: -T)'1,?C,) INSPECT ON: 6 I $- )0 TYPE OF STRUCTURE: U jk Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour ' inforcement in Place 014, 'ooting Dowels or Keyway in place U;1 Y'4..1.. Y" „pokawegtem oundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ( i . 00 1 - 3 �� o, Foundation Inspection Report Office No.(518)761-8256 Date Inspection requ- ecei Queensbury Building&Code Enforcement Arrive: �7 : - (pm , %-part: Ui : 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi�— NAME: ' _ ($T#: / I3/� LOCATION: MN itiMommith.` ., . F SPECT ON: —2q—/r) TYPE OF STRUC i : Comments ,, N NiA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing W\ for 48 hours following the placement ofthe concrete C --1_— \\A —~� Materials. +r this p ,r••-� on site. 0\-_ Foundatio t /Wallpour AReinforcem= N \ n Footing Dowels or Keyway in place Foundation Dampproofmg �tj \k_3 Foundation Waterproofing Footing Drain Daylight or Sump v 13 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:\Buiiding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Reportdoc last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date In ►,� a • .Queensbury Building&Code Enforcement Arrive: '' =Z'�s i /led: Depart: 1lerife 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini N F: NAME: 1L eS P j 1 T#: �(.�' LOCATION: ";>fey;�-,.-, 0; l'� r l I SPECT ON: TYPE OF STRUCTURE: (} Comments sfec N NIA. A c t`. - ' • Footings Monolithic Slab \ Cickk-L �r '� Reinforcement in Place The contractor is responsible for _ V2 \V-S7k t7 E providing protection from freezing for 48 hours following the placement -br` of the concrete. -3� C� Materials for this purpose on site. _ Q �� �,Q n 1 Foundation/WaLlpour v `�- Reinforcement in Place �v 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 MATERIAL OFF OF THE Raoul bl I c m A LrwAl. rwr z.K. A it .44 al4. THE CONTRACTOR SHALL STAKE THE LOCATION AND GRADES OF ALL NEW WORK N THE FIELD PRIOR TO STARING WORK. '.!? ORK. m Z ° I ANY DISCP.EPANtCS OR QUESTIONS SHOULD BE t TELY - '41 i troUGHT TO THE ATTENTION Of THE ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. 5. THERE ARE NO DRINKING WATER SUPPLY WELLS WITHIN 200 FEET OF THIS PROPERTY. 0 ,>.1 6. THE WATER SUPPLY AND DISTRIBUTION SYSTEM SHALL MAINTAIN Cl 0.s o 8 g 2 A tilifMUM PRESSURE OF 20 PSI AT THE F RST FLOOR LEVEL Of X x Il i is ALL HOUSES KTItIN THE SUSDMS;ON III 9 11 Sy�3a�i5�16' ,. � E r4 (�Qy�'!N U�Jr 77 1.10N13:116!! r, 1{ATU : ASSUMED CONTOUR INTERVAL = 1 FOOT 10..4 GRAPHIC SCALE co 0 25 50 100 200 E z ... . ,,.._ .---a4 ,' --.. . -,,...t .-:',;,1'A.,,k4-1-;,^- L.;;; ‘21 1 ( IN ter ) Cl) 44 1 inch = 50 ft. A 'i'' 'tea E'4 ZONING INFORMATION: ® Iz--1 ZONED NR P4 Ir..4 I TOTAL PARCEL AREA Z E°4 8.47 ACRES DENSITY ALLOWEDfOomEl 16 DWELLING UNITS (1/2 ac/unit) C=4 MIN. LOT SIZE 21,780 sq. ft. (w/o water & sewer) MIN. LOT WIDTH 50' SETBACKS: FRONT 20' SIDES 10'/0' * ftalw r-50' REAR 15' 0' (common wall) FOR ROW HOUSING WHICH IS ENCOURAGED I , , ' S.s . 8 7 DWG. NO. 02244/46177-3 D-634