Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
2005-341
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20050341 Date Issued: Monday, December 12, 2005 This is to certify that work requested to be done as shown by Permit Number P20050341 has been completed. Tax Map Number: 523400-308-007-0001-022-000-0000 Location: 20 WESTBERRY Way Owner: TRA-TOM DEVELOPMENT, INC. Applicant: THOMAS FARONE & SONS INC. This structure may be occupied as a: Fireplace By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050341 Application Number: A20050341 Tax Map No: 523400-308-007-0001-022-000-0000 Permission is hereby granted to: THOMAS FARONF,& SONS INC. For property located at: 20 WESTBERRY Way 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: TRA-TOM DEVELOPMENT, INC. Fireplace 667 STATE ROUTE 9 Garage-2 Cars Attached GANSEVOORT, NY 12831-0000 Single Family Dwelling $285,000.00 Total Value $285,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency FARONE CONSTRUCTION PO BOX 804 ROUTE 9 GANSEVOORT_ NY 12831 Plans&Specifications 2005-341 LOT 25 HSE#20 WESTBERRY WAY 2283 SQ FT SINGLE FAMILY DWELLING $303.96 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, June 02, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of eens ay, June 02, 2005 SIGNED BY w for the Town of Queensbury. �.' Director of Building&Code nforcement U5 5 7/ Check Residential Plan Review: One& Two Family Dwellings Y/N/N/A Full sets of plans Over 1,500 sq. t.—Stamped Design Loads On Plans:90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: ndow Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 s .ft. gr q Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK �ampproofing/Waterproofing Materials On Plans Iation Drainage On Plans,if required p in 10'Exterior Grade g Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where ed Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls ms At Exterior Doors y Headroom 6' 8'All Stairs 36"Width n and Rise Run and Rise ot Allowed From 2ad Story Smoke Detectors Battery Backup and Proper Location oomProper Clearance 11 Widtn. Handrailsan One Riser On Open Sides Railing an >30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. afety Gl:jda s For Required Areas Garage Fon age Fld Attic Access f 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 Permit No. 3uilding&Codes Office-Department of Community Development-Town of Queensbury Fee PaidtG 742 Bay Road,Queensbury,NY 12804 Recreation Fee SZ'"Z)-czy Dave Hatin,Director codes@aueensbury.net 'hone: (518) 761-8256 FAX: (518) 745-4437 "! � 1 Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction. i"TC Instructions: A permit must be obtained before beginning construction. No inspections will be made until the Ppli'D applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant/Builder Owner: Address: P r , L34 y>o'-k g� Address: Home.Phone: �51 117 ty: Home Phone: Email Address: Email Address: Cell Phone: Cell Phone: FAX Phone: FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: -tom' Address: Phone Location of proposed construction: Lot No. al 5 Legal Address: Tax Map Number: Subdivision Name: - Estimated Cost of Construction: $ E Proposed construction is for: 'Residential Use _Commercial Use RECEIVED Name of Business: MAY nos If proposed construction is an addition,what will use of new addition be? --TeV N-OF QUEENSBURY BUILUINU A;NO CODE New Addition Alteration Proposed Construction 1d Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq.Ft. sq.ff. Sq.Ft. Square feet Height Ft.&In. Single-Family Dwelling Two-Fami Dwellin Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage 1, 2, 3 Type of Heating System: Electric, Oil, Gas , Wood Forced Hot Air� Baseboard, Other: If a fireplace and/or woodstove are being installed, please refer to a separate application. Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after Issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with,whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale,showing actual location of all new construction. r Date: _ � Applicant/Builder Signature: The application of dated is hereby approved and permission granted foW truction, reconstruction or alter ion of uildi g/and oraccessory structure as set forth above. Date: Authorized Signature: LASue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: S- U / - i Office Use Location of installation: . LU File Permit No. Q J`3 Tax Map No. Fee Paid Owner's Name: 1 : vr '....................................................................................................................................... Address: If 1�y�: ' '1�► 2. INSTALLER'S NAME ` 'tit \ PHONE NO. 3G�—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 Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980— 1991 x 130 gal/bdrm = 1991 —present 4 x 110 gal/bdrm = t-I (A L) Garbage Grinder Installed yes_ / no Spa or Hot Tub Installed yes— / no 6---' 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) T gphy Soil—Nature Ground Water Bedrock or Impervious Material . Domestic Water SgRply Fla sand at what depth at wh depth municipal Rolling t feet at well Steep slope clay if well; water supply 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 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: P-S ?D gallon (min. size 1,000 gal.) RECEIVED / Tile Field: each trench . X ft. Total System Length: 5 ft. Seepage Pit(s): number of size of each: —ft. by ft. MAY 1 8 2005 Size of Stone to be used: # / depth or thickness �- feet TOWN OF QUEENSBURY ;` BUILDING AND CODE Beal,System Size: v_ x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury(Sanitary Sewage Disposal Ordinance. Signature of respons' le person date .'Iinv'n of QueellsI ury so-vV m su)tl Kc:wsi>>tr I>ix�>a�:�i tasstj�irr Appmulix C. A-11.4 MI'VION il'I i i,I.> ' fiI;I'nitA'i'iWPd iti.tZl.)1 iti;[ti]I�;N'i`� ' S CltK Nm PQns A w ti`I�Lt. tN 1�PTx'rt• � �` . •ttit+rttc CJ�1•tf; ~�- �... rt u't4s . ttottsE. G , is LX5 MOW III I riz.F t � .� "r i l�•t Il�w •� D>,Yat7RPtSq 1 f'1R.L.1� • ���,. a r,,.....w.�"*« ..•�'► 7. Sj( lNA VRB & NFORN44 TIO FM Ati4+M4 VN►=Lr-rzr-JvIY \Y,"— Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: g O S jr-- NAME: LOCATION: 20 (Al e-t L4,tj y PERMIT M d Final Survey Plot Plan A roved Denied The attached final survey has been received by the / Dept.of c/ Community Development. Upon re the surveyen: Craig Brown,Zoning Administrator Notes: L:\SueHemingway\Building.codes.Inspection.FORMS\Final Survey Zoning Administrator.doc MAP REFERENCE: SUBDIVISION PLAN RICHARD P. SCHERMERHORN DATED: FEBRUARY 11, 2003 LAST REVISED: MARCH 17, 2004 N?6 �. BY: VAN DUSEN & STEVES ?r- •ss, 8�1G LOT 25 36,461 SQ. FT. 0.84 ACRES LOT 26 N Joy ti°` ��°f(�ti� LOT 24 �, ti �� C 34 'eS PROPOSED HOU SE BSS, RECEw E'D 'MAY 16 ZZZ5 TOWN OF QUEENSBURY L 14.1 BUILDING AND CODE A=275. 0 128. 19, S06007'55ew ; r 5el-eve I saw e,; v ells, trees, fen; I Ilse represent �.,- OI$L u�AILGJ Set f„'.. SIGN , UR Date, MAY 11, 2005 �n u S e "UNAUTHOR P KARINGI A ALTERATION LA OR SURVEYORS ro"�' Plot Plan made for Scale 1'=30' YAP TION OF A LICENSED LAND -DIVM1ORS SEAL IS A VHOHATNxN OF sN:cTHaN noN.sue-d�saN Z.OF THE NEW YORK STATE EDUCATION NAW.' P P C ONLY DOPES FROM THE OWGIUL OF THIS SURVEY ry S t `/T'T `I �.J SEAL S WfM AN ORSiNAL T THE tXD SURVEYORS S- 1■ V `�� ro�V�" " THOM:AS J. FAR4NE & SON a CERIF1CA710115 WDICATED HEREON SGIFY THAT THIS SURVEY WAS PREPARED NI ACCORDANCE WITH THE Land Surveyors EXISTM �PRACE�� O>A BY THE NEW YORK STATE ASSO(]A710N OF PROFESSIONAL LAND SURVEYORS SAID CO"FICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND SHEET 1 OF ON HIS BEHALF TO THE URE cOMPANY.BD`EtorHOHrL Town of Queensbury, Marren County, New York 169 Haviland Road Queensbury, New York 12804 "°°"C'"'°'E"°"°"'�"'""O"LISTED"°�°"AND UTI AL TO THE ASSIGNEES OF THE UMING INSTITON.• FARONE (518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. NO. 02392-25 Queensbury Building & Code Enforcement - RFr 1 Inspection All Office No. (518)761-8256 /�O Arrive: a �am/pm Date Inspection request received: 12 Inspector's itiNAME: �—LOCATION: Z�� CS 1 Com/ C�c/I�}- DA cS TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Jw— Chimne Height/"B"Vent/Direct Vent Location F Fresh Air Intake M\jj� \V')b , �L►1►; 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete w\ Platform at all exterior doors — Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more, \ Handrail Termination at Newell Post or Wall �J Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy!trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/W' dow in stairwells safety glazing Interior Smoke D ectors: Every level: E ry Bedr om: Outside every bedroo area: Inter Connected: attery backup. + j� Carbon Monoxide Detector 010, Attic access 30 inches x 22 inches x 30 inches(height)in accessible area y Crawl Spaces 18 inch x 24 inch access, 1 s . ft,150 s .ft.vents Bathroom Fans,if no window V Y, \� Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/s"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required ood Plain Certification,if required a to issue C/C or C/O [Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc Multiple Dwelling, Hotel, Motel, Apartment Final Inspection Report Office No.: (518) 761-8256 Date Inspection reque e ive Queensbury Building&Code Enforcement Arrive: I " '� Depart: � a n 742 Bay Road, Queensbury,NY 12804 Inspector's Initi s NAME: PERMI LOCATION: ORATE: COMMENTS: Y N NA Chimney Height/"B"Vent/Direct Vent Location Plumb Vent Thru Roof Minimum 6" Roof Complete Exterior Finish Complete/Finish Grade 6"In 10' Drop 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 Interior Handrails Stairs 1 or More Risers Guardrails 42",Ballisters 4"Minimum Spacing Vestibules For Exit Doors>3000 s . ft. Doors 36"/Lever Handles Headroom 6' 8"on Stairs Bathroom/Kitchen Watertight Smoke Detectors: Every level, Every bedroom Outside every bedroom, Interconnected Battery Backup Bathroom Fans/Plumbing Fixtures Complete Foundation Insulation Fire Separation,'/4, 1, 2 hr. Fire Walls 1, 2, 3 Hour/Fire Door'/4, 1 %2,2 Hour Handicapped Accessibility/Handicapped Parkin Si na e Gas Log In Sealed or Glass Enclosure Gas Valve Shut-Off Exposed/Regulator 18"Above Grade Gas Furnace Shut-Off Within 30 ft. 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 Tra /Water temp 110 Degrees Max. Garage Fireproofing Complete,Penetration Sealed Furnace In Separate Room/Protected(In Garage) Light Ventilation per Room/Safety Glazing 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 Reg. As-built Septic System Layout Required Buildin Number on Building-,or Driveway Build Access All Sides by 20', iveable Sur ce 20"Wide Okay To Issue Temp C/O oftermanent C one] Okay To Issue C/C Last printed 6/3/2003 9:24 AML:\PaznW\Building&Codes\MULTIPLE DWELLING.doc Septic Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am�art: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: F4—ke6C� PERMIT NO.: 3 LOCATION: 24 &7:g 9 i IV4 INSPECT ON: 1 0 RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone -Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank 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 Conforms as per Plot Plan N n Engineer Report and As-Built N ��j• C-Pa/�� Q/1/ (�(; Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status• Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 NOV 29 2005 3: 02PM HP LRSERJET 3200 p. 2 169 Haviland Road, Queensbury,NY 12804 Phone-518-745-4400 Fax -519-792-8511 November 29,2005 rob#46175 New York State Dept. of Health 77 Mohican Street Glens Falls,NY 12801 - RE: Indian Ridge Subdivision- Queensbury(T) 20 Westberry Way(Lot#25)- Septic System Dear Sir/Ma'am: This letter is to inform you that I inspected the completed septic system for the house on 20 Westberry Court (Lot#25) in the Pine Ridge Subdivision on November 25,2005. The septic system as installed was for a four bedroom house and consisted of a 1,250 gallon septic tank and 220 lineal feet of absorption trench constructed with stone and perforated pipe. The system conforms to the requirements of the approved subdivision design drawings. Please call me if you have any questions or concerns. Sincerely, Thomas R. Center Jr. ,PE cc: Dave Hatin,Town of Queensbury Tom Farone FIRE CONTROL SYSTEMS INC. 104 REYNOLDS RD., FORT EDWARD, NY 12828 P (518) 747-2567 FAX 747-2518 www.firecontrolsystemsinc.com email: info@firecontrolsystemsinc.com 7/11/2005 Mr. Mike Palmer Assistant Fire Marshall Town of Queensbury 742 Bay Rd. Queensbury,NY 12804 Re: Well Fargo Financial Mount Royal Plaza Dear Mike: To the best of my knowledge, the alterations that we made for the tenant space above conform to the NFPA 13 standard. If you require anything further please give me a call. Sincerely Richard E. Boucher Sec-Treasurer 05-17-2005 06:28 FCSI 5187472518 PACE1 FIRE CONTROL SYSTEMS INC. 104 REYNOT,DS RD.,FORT EDWARD,NY 12828, P(518)747-2567 FAX 747-2518 www.firecontrolsystemsine.com email: infoCq),f~r-econtrolsystemsinc.ccom FIRE SPRINKLER SYSTEM REPORT DATE 5/10/05 REPORT TO: MOUNT ROYAL PLAZA BUILDING INSPECTION: ENTIRE BUILDING STREET: RT. 9, UPPER GLEN ST. STREET: SAME CITY& STATE: QUEENSRURY,NY 12804 CITY & STATE: " 1. GENERAL YES NO NA A. IS BUILDING OCCUPIED-------------- X B. ARE ALL SYSTEMS IN SERVICE----------------------------------------- X 2. CONTROL VALVES A. ARE ALL VALVES IN THEIR PROPER POSITION----------------------------- X B_ ARE CONTROL VALVES IN GOOD CONDITION----__-----------------____ X C. ARE CONTROL VALVES SEALED OR SUPERVISED--------------------- X 3. SYSTEM EQUIPMENT A. HAVE ANTI-FREEZE SYSTEMS BEEN TESTED & SATISFACTORY--- T � X B. ARE ALARM & DRY VALVES, FLOW DEVICES & RETARDS IN GOOD _ CONDITION-----------------w----------__-_-____^---------- ---_____-- X C_ HAVE DRY PIPE VALVES BEEN TRIP TESTED ------------------------_ X D. IS THE FIRE DEPT. CONNECTION IN GOOD CONDITION---------------- X 4. ALARMS A_ DID ALARMS OPERATE X 5.MAIN DRAIN FLOW JEST A. DRAIN SIZE--------------- - 2" B. STATIC 50 C. RESIDUAL PSI. WITH DRAIN WIDE OPEN---------------------- 45 _ 3. COMMENTS 7. DRY PIPE TRIP TEST -.. DPV SIZE MAKE MODEL QOD MAKE MODEL 4" G1,0RF, "G" N/A LOCATION WATER PSI. AIR PSI. TRIP POINT AIR_PSI. RIP TIM DLV TIME ALARM NORTH WITHOUT QOD 50_ 25 9 40 SEC PARTIA YES WITH QOD I _. UPV SIZE MAKE MODEL QOD MAKE MODEL 4" GI.ORF. "G" N/A LOCATION WATER PSI. AIR PSI. TRIP POINT AIR PSI. YkIP TIMO DLV TIME ALARM SOUTH I WITHOUT QOD 50 27 9 49 SEC IPARTIAU YES WITH QOD JERRY HUBINSKY NAME OF PERSON PERFORMING INSPECTION PROTECTION SYSTEM NEW YORK FIRE &SECURITY INSPECTION REPORT 4 Glens Falls Technical Park Glens Falls,NY 12801-3802 DATE OF rut ) WORK ORDERED BY (518)798-9551 ORDER T�AK9N BY V PHONE Fax(518)792-5199 P O.NO. C-'j �`� I f -tl l.f�,.f ;I �_ JOB NAME/NO. JOB LOCATIO %,_, 14,L-r,Z) j X� ` INSTALLATION DATE LAST INSPECZION ^y INVOICE DATE JOB PHONE INSPECTION y DTI=#41NF}IIEI•f INFORMATION SYSTEM EQUIPMENT�NUFP�CTURE R.O.R. SYSTEM INSTALLER 3; Fixed Heat SYSTEM APPLICATION Photoelectric se TYPE OF SYSTEM Ion Dud MAINTENANCE PROGRAM BY _ Flame CALL LIST UP TO DATE Manual (I,- ❑No Cross Zone REMARKS Single Zone Contacts Motions s: Photobeams Water Flow ' Low Air " A.C.Voltage ' 7 Weight A.C.Voltage .�..d Sprinkler Tamper D.C.with Load Last Hydro D.C.Voltage D.C.without Load Z f Gauge Pressure D.C.without Load Air Hand. y Serial# Door Release Dud Damper 4- Equipment Shutdown A.C.V 'ohage wry D.C.Voltage ""°' - ' Battery Detection Circuit Audible Circuit ,t`{ C.. 2 Remote Activation r, Y t e f {�' !_ ! Audible Devices C 2�M . Visual Devices q ry Pre.Discharge ., 4 r / Signs As Needed r Selector Valves Piping Nozzles Tanks INSPECTOR Gauges Piston Activator I hereby acknowledge e satisfactory completionSYSTEM FUNCTIONAL the soknoid of the above described work. ° Manual Release ❑ SYSTEM NON-FUNCTIONAL Time Delay Remote Station Trans. ❑ DISCREPANCIES Digital Dialer NOTED ABOVE Voice Dialer Phone Late Signature(Title) Date i Septic Inspection Report Office No.(518)761-8256 Date Inspection quest re e' ed: \� Queensbury Building&Code Enforcement Arrive: am/p e U a p�m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Intials. 2 NAME: G Y( IT NO.: LOCATION: SPECT ON: RECHECK: — l Comments and/or diagram Soil T e '"San kq -la Type of ater: icipal/,well Water Waterline separati e O . ft. Well separation distance ft. Other wells: $, Absorption Field: Total length Length of each trench ft. Depth of trenches Size of Stone . Seepage Pits: Number Size: x Stone Size: Piping Size Type- Building to tank w Tank to Distribution Box Distribution Box t ld/Pit t\ Open n Seale Partial End Ca s Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. C lot Plan Y Engineer Repo As-Built Y Location of System on Property: V Front Rear Left Side Right Side Middle Front:".Middle Rear System Use Status: rA `roved artial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p D part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: S" LOCATION: 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 / change of direction Pressure Test Drain / Vent Air / Header l� 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 5 P.S.I for 15 minutes nsulation 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: L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factor-wilt Gas Fireelace/Stove Insaection 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 instruc ' s or specfications is/pl wed. Permit# C�__ Schedule Inspection Ti�b ana pm anytime /Final Name(,��( ��,''�Q Address� 1�. l- � Roagh In ,� 77 Appliance Man acturer _ _ tA��/OoQ Model#� UI�L D 5 ga8 z `r D Triple Wall Insulated Direct Vent Factory Built Chimney Flue Size Double Wall p Y No N/A Comments Floor Protection J Clearances to Combustibles (all sides) Firestop(s) Vertical Chase Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off valve Combustion Air Hearth Extension (if any) Mantel Height above f/p opening Witness Operation Tank Placement(if LP) White—Buildin;Dept. 4 allow r Pink—Fire MArdW Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: , Queensbury Building & Code Enforcement Arrive: —am/ prrt: m/ 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: �5/4 NAME: 9.— PERMIT #: � LOCATION: INSPECT ON: 1 TYPE OF STRUCTURE: Y ZN N/A Rough Plumbing / Nail Plates J l 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 Press# Test 'Pfiqln / Vent Air/ Head Z5 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 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 117 2003.doc Revised February 15,2005 Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date inspection request received: Queensbury Building&Code Enforcement Arrive: am/prvi Depart: m/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: C \ `I�� PERMIT#: PCs . 3 [ 1 LOCATION: �. INSPECT ON: —� TYPE OF STRUCTURE: Y N N/A raining COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers { Jack Posts/Main Beams j Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in.or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/2 w 16 gauge 8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side `/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection requ t received: ' Queensbury Building& Code Enforcement Arrive: _am/p art: m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: A 0> PERMIT#: LOCATION: %4> W !�i INSPECT ON: p TYPE OF STRUCTURE: Framing Y N N/A COMMEN S Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal S pping for Notches Top Plate 1 '/2 ) 16 gauge(8) 16D nails each side Dra stopping 1,000 sq. ft. floor trusses chor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: 7 O Queensbury Building&Code Enforcement Arrive: am/p p depart: J`Z,�, _5 pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: �11�/ 1 ; NAME: flit PERMIT#: LOCATION: INSPECT ON: 6) TYPE OF STRUCTURE: T ,.Give Y N N/A COMMENT Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center ce and waters d 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade C � Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request part:uest received: Queensbury Building &Code Enforcement Arrive: a , De a pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:j� .. ,` NAME: c� _ PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour ^ Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footin ain Stone: ZZ inch width ,, 6-inches 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. LASueHemingway\Building.Codes.Inspec tionTORMSToundation Inspection Report.doc Januajy 28,2003 Foundation Inspection Report -2, Office No. (518) 761-8256 Date Inspection reque rec i ed: Queensbury Building&Code Enforcement Arrive: arr4p De—part- m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: -- NAME: ` PERMIT#: LOCATION: SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers T Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement I 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 Foo g Drain Stone: 2 inch width 6 inches above footing 6 l poly for wet areas under slab _ kfi11 Approval IV Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. I.:\SueHemingway\Bullding.Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p Depart: ` V 0 ani/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: �ko PERMIT#: LOCATION: )`1INSPECT ON: TYPE OF STRUCTURE: `t Comments Y N N A Footings Piers Monolithic Slab Reinforcement in Place� �� i2 ' t •� �` The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/ Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab _ Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- ___ Rough Grade 6 inch drop within 10 ft. LASueHemingway\Boilding.Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/I prp Depart: ` O an� 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: ` � __ PERMIT#: — c� LOCATION: _ SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A '' ootings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12inch width 6 inches above footing 6 mil poly for wet areas under slab _ Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. LASueHemingway\Buil ding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Y � Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release la Data filename: C:\Program Files\Check\REScheck\2283-01 CANTERBERRY-FARONE-20 WESTBERRY WAY, QUEENSBURY.rck PROJECT TITLE: PLAN NO.2283-01 CANTERBERRY COUNTY: Warren STATE: New York HDD: 7635 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW /WALL RATIO: 0.15 DATE: 04/07/05 DATE OF PLANS: APRIL 6, 2005 PROJECT DESCRIPTION: T HOMAS J. FARONE AND SON 20 WESTBERRY WAY QUEENSBURY, NEW YORK DESIGNER/CONTRACTOR: WILLIAMS & WILLIAMS DESIGNERS 509 GLEN STREET REC E i v r GLENS FALLS,NEW YORK 12801 COMPLIANCE: Passes MAY Maximum UA= 457 TOWN OF QUEENSBURY Your Home UA= 355 BUILDING AND CODE 22.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter -Value R Value U-Factor -U& Ceiling 1: Flat Ceiling or Scissor Truss 1140 30.0 0.0 40 Wall 1: Wood Frame, 16" o.c. 1154 19.0 0.0 56 Window 1:Vinyl Frame:Double Pane with Low-E 131 0.320 42 Door 1: Solid 35 0.130 5 Door 2: Solid 21 0.130 3 Door 3: Glass 42 0.330 14 Wall 2: Wood Frame, 16" o.c. 1140 19.0 0.0 58 Window 2: Vinyl Frame:Double Pane with Low-E 167 0.320 53 Basement Wall 1: Solid Concrete or Masonry 1154 11.0 0.0 81 w 3 Wall height: 8.0' Depth below grade: 6.0' Insulation depth: 8.0' Floor l: All-Wood Joist/Truss.Over Unconditioned Space 70 19.0 0.0 3 Furnace l: Forced Hot Air, 92 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design ProEssional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belief and pro£ssional judgment, su plans r s tions are in compliance with this Code. green Date REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSo$ware Version 3.6 Release la DATE: 04/07/05 PROJECT TITLE: PLAN NO.2283-01 CANTERBERRY Bldg. Dept, Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: [ ) 2. Wall 2: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Basement Walls: [ J 1. Basement Wall 1: Solid Concrete or Masonry, 8.0' ht/6.0'bg/8.0' insul, R-11.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Vinyl Frame:Double Pane with Low-E, U-factor. 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ J No Comments: [ ] 2. Window 2: Vinyl Frame:Double Pane with Low-E, U-factor. 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door 1: Solid, U-factor: 0.130 Comments: [ ] 2. Door 2: Solid, U-factor: 0.130 Comments: [ ] 3. Door 3: Glass, U-factor: 0.330 Comments: Floors: [ ) 1. Floor 1: All-Wood Joist/T russ:Over Unconditioned Space, R-19.0 cavity insulation Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1: Forced Hot Air, 92 AFUE or higher i r Make and Model Number I I Air Leakage: [ ] I Joints, penetrations, and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a I 3" clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. I Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] ( Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] I Insulation R-values, glazing U-factors, and heating equipment efficiency must be clearly marked on I the building plans or specifications. i Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] I Supply ducts in unconditioned spaces must be insulated to R-11. [ ] I Ram ducts in unconditioned spaces (except basements)must be insulated to R- ' [ ] I Retum ducts in unconditioned spaces (except basements)must be insulated to R-2.. I Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics(adhesives), I mastic-plus-embedded-fabric, or tapes. Tapes and mastics must berated UL 181A or UL 18113. I Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in. w.g. (500 Pa). [ J I The HVAC system must provide a means for balancing air and water systems. I I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point ofthe largest zone. I I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions ofthe Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. I I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I I Circulating Hot Water Systems: [ ] I hisulate circulating hot water pipes to the levels in Table 1. i Swimming Pools: [ ] I All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] ) HVAC piping conveying fluids above 105 OF or chilled fluids below 55 V must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pine Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F,) jhj to V 142 to 1.25" 1.5" to 2.0" Over " 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pi ee Ski Piping System Tye Range(F) 2" Runouts I" and Less 1.25"to 2" "t " Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(f)r£ed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) 1� A. FURNITURE NOTES r 7 1. FURNITURE WILL BE INSTALLED BY OTHERS CONTRACTED THROUGH WELLS FARGO �j, 3an1 V 3a une 3anl 3aniru 3anln3 3an1 A7 THE TIME OF INSTALLATION, BOTH THE LOW VOLTAGE CONTRACTOR AND ELECTRIC _�1L_J1�_J G �0 NEW O NEED TO BE ON SITE. 6'FlLUS ®/ `� ®/ "� tNn,Z/l S ®� OONtl11,L/F S I V/ HANDICAP JUG///n I NOTE: PC SONGS ARE TO BE INSTALLED ADJACENT TO FURNITURE PEDESTAL ALLOWi RESTROOM TO REST DIRECTLY AGAINST THE PEDESTAL'S SIDE. a T ! 2. CONTRACTOR TO HANG THE ARTWORK AT THE HEIGHT AND LOCATIONS DETAILED I I SPECIFICATIONS INCLUDED WITH THE ARTWORK. ASSEMBLE FLOOR KIOSK AND SET I A COMPLETE SET OF DETAILED INSTRUCTIONS ARE INCLUDED WITH THE SHIPMENT. 1 1 \ > v SILK PLANTS/TREES AS PER PUNS.(NOTE:ALL BOXES AND PACKING MATERIAL SHI L /�.A. DISPOSED OF BY CONTRACTOR). y - r (NO PLUMBING REWIRED) a n 3. CONTRACTOR TO ASSEMBLE METAL SHELVING AND SECURE TO WALL AT LOCATION w L J v p PLANS. BACK ROOM 4. CONTRACTOR IS TO FURNISH AND INSTALL HORIZONTAL MINI-BLINDS. BLINDS MI 6 \ \� I I (3)3 DRAWER ALL EXTERIOR PLATE GLASS WINDOWS, BUT NO PROVISION SHOULD BE MADE FOR T e� L J Li FILE CABINETS v ENTRANCE DOOR OR ANY TRANSOM AREA DIRECTLY ABOVE THE DOOR. BLINDS ARE ®m Mpt OFFICt' f/ ® I r7 r HUNTER DOUGAS "CELEBRITY-ONE(1) INCH ALUMINUM HORIZONTAL MINI-BLINDS J ` / y _ y 1 �jj - "SHADOW GRAY". OR AS AN ALTERNATE.LEVELOR 'RMERA'ONE(1) INCH ALUM m L J L J HORIZONTAL MINI-BONDS COLOR #820 - "SQUIRREL GRAY"OR APPROVED EQUAL n r-7 T ll T T l�l n FF N1 n ll //"T` I r� sHRm 0 L-u u-u LJ��� 7'DI/1 u u 11 u��c BIN O CASTERS ON L J LOBBY CHAIRS //\ /r'\\ /�\ /r C' Ragx ®® "r� C�`� � C t, I �, �, I r I I L L EXISTING �( HANDICAP FURNITURE LEGEND E,,K�Y 3-10 RESTROOM �l° A.—GAL SEROCES NAME UNIT r c_s LITERANRE DISPENSER,3 POCKET CAROUSEL L J O ROOR KIOSK WITS LITERATURE HOLDER AND 22"X 28" _3 /��// E-FORMS PRINTER'" POSTER ON EACH SIDE HEEL PRINTER `Yt N C' Y'C `gr' N G FAX MACHINE III 5 /) L J , II ALTERNATE LOC. FAX 42'PAR L 42'PAR//((\\ °`""�" FURNITURE PLAN. -J P - P (- (2)18'X60' LJ mA¢wn r� COUNTER TOPS II (��\ T-�� I r 1 � r r I (4)2 DRAWER I`��v L_J L_J L J FILE CABINETS L J - Q �yy�.. (/ ` ,1 t `D" ^1 py a i/4"=1'-0" TV/JCR BRACKET ��V' �"' ♦ \/\FV l�- . ,#J 0 i ��/} •�tjf+y/ 13'-0" 13-2" 13-2' 11-0" 5-7 - 5�+'57 1 M Aw M ARTWORK LEGEND 30j4 30 _ FWMARKETING DISPLAY FRAMES M WIRKETINC DISPLAY FRAME.JO'%78' OO 82'TOP OF FRAME UI D v M MARKETING DISPLAY FRAME,22"%28" o 122,O 82'TOP OF FRAME J d 3 w �> F�71 STAGECOACH ARTWORK F- o AW 3 6 PORTRAIT STAGECOACH ARTWORK,36'%54" j O 90'TOP OF FRAME ` A AW DSCA PEO STAGECOACH ARTWORK,54'X 36' KG-3 LRERATURI DISPENSER,3 POCKET CAROUSEL Ir� WHEU E-FDRNS PRINTER �--I K FL00KIOSKCH LERATUREHOLDERANO POSTER ON E4CH SIDE 7 rtER _ NG �L NG i FAX MACHINE 'I L J#1 2"� WHEEL PRINTERILALTERNATE LDC.I'42'PARL 42'PAR P M P M (2)18"%60' O _.� L-_I FURNITURE PLAN COUNTER TOPS Ii 1 r -1 I (4)2 DRAWER II w ( I I _-JL_J LJ FILE CABINETS J I L J 1/4' r-D' 1V/VLR BRACKET 13,-0 13'-2' 13'-2' 13'-C' I I M AW M ARTWORK LEGEND 1301 54 ,,,MARKETING MARKETING DISPLAY FRAMES MARKETING DISPLAY FRAME,JO"%38' 3 0 0 82'TOP OF FRAME G M \\\ MARKETING FRAME.22'%28' < ° 22 0 82'TOP OFF FRAME •� 1 /\\/\{� J S l w o> lI STAGECOACH ARTWORK z L > ' AW 4 PORTRAIT STAGECOACH ARTWORK.36'X 54' 3 6 O 90'TOP OF FRAME AW 54 LANDSCAPE STAGECOACH ARTWORK,54"X 36' O 82'TOP OF FRAME m� p WFI L S FARGO PLAQUES `- ACRYLIC STAGECOACH PLAQUE O 5'-0-(BOTTOM)A.F.F. ON ACOUSTICAL WALL PANEL ALUMINUM WELLS FARGO FINANCIAL ENTRY PLAQUE 04'-9'(807TOM)A.F.F.ON ENTRY SIDE WALL AS SHOWN. 6 � --- X,sT, q 71 ALUMINUM WFF ENTRY PLAQUE C �� r •I INSTALLED BY SIGN CONTRACTOR NN N N ACRnIc wFF o �Z�PLAQUE _AW ARTWORK PLAN AW 54 36 1/4•=1.-O' EE0. EQ. 4'-9' 4'-9' t'-9' 4'-9' E0. E0. ' ' A MAP REFERENCE: SUBDIVISION PLAN RICHARD P. SCHERMERHORN N26, DATED: FEBRUARY 11, 2003 r 71 LAST REVISED: MARCH 17, 2004 �r BY: VAN DUSEN & STEVES LOT 25 36,461 SQ. FT. 0.84 ACRES moo' LOT 26 N (b LOT 24 f 34 .3S wood rO&-Y hOUSlRAMF PcRcry . ly / 2g Q � 0 J L=14.15 1 a R=275.00 128. 19, Q C S06°07_55 IlW C. � WEST BERRyWAY ; _ - ---- 2sF� #60135 ;��,�e��be��y A Date: NOVEMBER 29, 2005 Du s "MA17HORD$D ALTERARON OR ADDITION TO A SURVEY Scale 1'=30' `I a� & MAP BEARRM A UCENSED LAND SURVEYORS SEAL IS A Map of a Survey made for NDLATM DF SECTNTN 7M.SUB—MOM Y.OF THE NEW PORK STATE EDUCAnM LAW. 'ONLY CLPIES FRCII RR:(IF THE CF SURVEYORS SURVEY Ste -ves MARKED LL AN ORIGINAL OF THE LAND sutVEtORs ry SEAL SHALL�ODNSIDflim 10 BE VALID 1RUE COPIES' A`.7 1 `�`"� '�°MEM INACO �'� 'T THOM��S J. FAR4NE & SON D suRYEv O PREPARED W A,COOI LAW"V wTH THE Land Surveyors °�D�� � EYORS AROP� BY lIE NEW PORK STATE ASSOCUI7N)N DF PROFE99hTlIAL LARD SURVEYORA SAID CERTi1CADONS SHALL RUN ONLY TO THE PERSON FOR*M THE S JIRVEY IS PREPARED.A/0 ON W BENW TO RIE TIRE COMPANY.GOVOMENTAL 8�I OF 169 Haviland Road Queensbu New York 12804 AOQICY AM UM*M INSRTU1TNIN LISTED HEREON.AND Town of Queensbury, Warren County, New York Ty, TO THE ASSIGNEES OF THE LDIDNG OWTURON.• FARONE (518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIPTION DWG. NO. 02392-25 i A aim F 1 804 Route 9 ansevoo Y 1 - 2831 Ilk • 1 r � • 4 • - e • R r t t [, �r.�r f .°� 7. .F +`' - '� «..sw...v ....-.. _ ..»..,.- ._ -........a... ._...._:. .....» ��",. 1 3i• R 'f� �t 1 4�f" Nkomo I", .� . all .,.... son 11all sits ..... rw worm -�-y--�' was srin6102TZ Umm -�. i � ° i.� II.Me ��� i�i �� we•eae Oe•u � +ewwaf.w••.•e.er.�. - rlee.A0eli9} • S Vk r' gas ��lS� h }!A� 4lI1110 9 pe � �� M5M�MIY!•iA111! ���� ,p� AYa•+oiwta IIMWIRAI�. '!4`. �' 9M•PY Mwae! 9./W Y.!• i1eM •..+tz..° aes.+va.�r - '9 '.. •{ a 4 _.`- `' :"" �. -�•rice � � t._ +v.�w IMr. .rawwrswwr•+,<e:.. ��..•„,,e,w®� _ .wrwwr}w.� �"""'°`"'..'+r''.' 1 a * r i a. `•.� 'et � ' :'�\ ..� R_ t'� ...9K •irf. YWY- .. .-. -. .. .. - �r �+er.ew�.n...� rlerrw�. `F `'rM1 1 t�, .} ,•f\ .•.,�-�.�y ..var�w.oew•..u.:+.w,_.w.-�+.-�. -.w.rw 'rw.rac+n..e.e+ra... c. ..,,.., .. w.„ + {&(' ��Wa'!k#® miR •IifIION yyp,s�8 '`^. i _ - wr+r...1 awwr er•:. • a} 0 w,.. sa w v ._ _ .._ .. ..+a....e.,,,�, 5 r•+?� '4 P ago � t� t�i.ra fal ae tnr ..� new = asp 11 ' = = of el tar vvy n� 1 r w�_.. _....... ____aED - WANNOMW [) E51GNER5 OF FINE HOME$ SINCE 1 RW- -r v'r a}s r� w�•vr•.- .,a < i,._.w-. _ ,.woe ss,, „ ' 1.1� ' Olm 1 - E ...:s r ........sue +ee-.r.�.ao....�..».,. •,�. �� ,.twr•1!� -•�..— ,, t ——- ar...ra - Ar LL BE Itt }.. t.'...,• i -1 �w° 1 ' ''ir i ly ! ( �._;., c :; r•. ..-.4}. 1. �9} t ,�._i`• 'y'E.`+lil • 1 • , • 1 •% � '+ �'{ ,�._1 _�i ±�; ,; tF}+ ��{j �F .t�i' yi t } �i{ t; t. ;�' l••a DETECTORS i •1 1+ ALL 1 . 1 t, �'iAF�} '.1:i �!!` ,• - "y't>a1 �e�`��l. Ik 4��, CARBON MONOXIDE 1;1�6 1 ',� it { l $�l :t } 41i�! 1 1 t<,Z � l��� �,;� i� ��l,��t:� a +.�°�� it ;►�,tt 1�1-�`���+<_' ;. •► � 1 � , {` ' l i ► E `� {{�It 1 }� fi MIT « ! a4 ' , ' 1 f ' • ' n • 1 v•� � O aw COVERED BY N � E 5 G N Et" i ' 509 GL5N OTREETPGLEN5 FALL5 NEW YORKaol REVIEWED BY a D 1 &) 79&2HONE : yyH0U5E `• i 1 said" e•1' fl 1 - 1 ,p. Iik• (1. 1 ' It •' � 3 • ,'.(�i v4fC. ° , •+' +,•;1+ slss•isri.r.�i sss'ii.w+fir.► .r rrsr o.rerrrrrr ...rri�r rs.r s�rwr•r.r.� r. �!,�'ta•'� /gi�°(*'�. -�.al � py vOb 1 , ••ram►/�lilr�.�ri �...�....,... ` ! ry_� Yj ors (•`Y. .1�1,(�\-; °'� Z/ 3ft..a��a,•+ . w ;:7,�'i4;<4 +,:t wP•'Ir rj.Rl.,••®rir• .' ,. ;i �117. � ') \•ow a / •� i� 1, / �"* .t/ !,; a°�� ,,d+,' • . < °•'; s' r `N•i ! ��\TT���`ta 4a Iiy ta� d' ` p ,c . rah{(( p, ,,'. ��r•�r.�ri ' • 111,'j•'�; ���'• \• a.' t , • b / i,i ,ar/,. �. • +'�S,l+' �F°i�/` �" MEMOS 'Aalr4it�i` 1 0•�114 "41 '� ♦ t��at��y'\la�;` +�1��� ta\ a • �'�! •,.a1,4 r �I' t: ,�, . . - It ,1� ��•b • •1"'/ .•• �t�t� !�� ! ,\fi at��'1i)+11���� j�,, I•��,k�14 r r�`:�Til. e.,. , ., • .�. �f�� - • ,• `\•••� \w♦..t a,.lt.�l .►,tst� ��j • �-.-•'i C .�� f'�r�l ! 1 <4 t'y li �ri" ' y`�y. �r �+ S!'�`�`��S d�1.ja�47f�p 1�}' •� !�.*��+t";,•>'�1b��+t,l��:�� '<<�'r.At� y, s !*� �, �' 1'CI• �• i+ati. ti i.N •• .� I,i►�;�f�a� a `` 4 i ae• r t !� /+ , •II!•,•r5\•• i tf� y ; +•!:;•.a•yt,t,.4OL \ Y• ' !.f 41f •` '•I .+.�..+...■rrrr•�. i �4l• •�•� a \os� •�� a ;,f laa 11*�r .� • Fa..a •®� e�•Y a<�rY 1�i�i� ���•� °��•��E�•,a�.*, � .•,�° •�•.Il�•j" .�` t t • °'. '1lt �, �t ', E . •:! � ilrf` �..w.�u •�'�� S ♦!' 11:.A •_ �'.,`°, • 1 • b T Ar� • , , a ,/ e • a + •'•• �► - - __ - - - - — _ "•..,..+ !i i�a �f a: i1iy /s �,����` 1 !i � i • � (�tl:ptrf . f+' ...'� .#+ I.......ltr «. �+rP afat��ti: ;L�yf ° �► S'�' ' 1`i' �' •+ ,�',a�1 •;. t • i=�' t •4 1 i* •`f: •-�P[o 1 ^i•,ww. - ..w,- ,wirafa ._ _ ..,-. _ .//J�a `.. ♦ ♦• • 1 '• •�•j.��`'f' �� ! �; ,,� a 1 •IF a+i'ItMOM sL' € +`fi'x.', =y,:C, ,'A .'_+i! !}; ,, i+&-1)I" ._. _ _.._. .._.__ .._.. ,_ _" "e'°`""n"' -.�.,.nn....,,w. s":' ,;._ •;`4 Rt,'s'��,��':S �,+<I�:;i � �lp`t et` �a •• I'4 a � J. 7`• ',�•_,'it�' �_"r�>1 /' 1�•-.�S'j#,a.•t_M.^.�°�.P� €a« ,, +l'�Rle1° �_ '.��� � :����� � >� '�^■��(E���� 1�4����` } ;i�11�IfI�; ,.>•:�. -,,.te r,�1..en a�s\ts`, � .�_rt�'iC•�'.t�a6,,.•4i�b°�'`'t ti.4"1�,'a,��,�p'y�i•�+►•. fit t•NOONi SIGN ° r , v , .oj.� s• WON IMMUM f � F ?wSr , J^ �I4,� rON, u .11t �a f , i•jb , �, �,< + •� Q' _• r� i 1`i ! ('i ij�, INOWNI 1 �; __ - ......� ,.'� ,I , •t�`,•1,•r�•1WOOF •+• S':!! !.`aR f •+'.�i•• a t 1����`y! t WOMMMEN NO } ''. ,. ,3,' ,x ft t 'ft _ _ _.....+...................",_ �.....,..'....'...'._...•. -',,� A�r.+, ,1. ®° •i•r �, �+b:.°+ai14�•bt, t w� ,► � .. • -";.. p . t �'; . e 1•!f� -„-°. _ .� y+.•''+'jy y � i4•}j�' ta�jq•11 � •� � 1� yy ', •1, •1 s fit,/a.�a s r$ r+i,a+ _ ,,` \�*s� „ ..�` ,•• x �•h `-.fit ,.+ :s '•' *. t"�;+y;.it,OWNWIMM ,�,/t',�1'p`, ! �,, �` b y • `;s i - v __ —__._--_ ♦s i'i 4 �`• fit''• Ol r'+°f, ®i ;!± + '�iO11tO.1flitilffl � � � '� ``'� a �'�•�.y ,i+t� � _ a � � �_ M , • � ••tiriiirin � � �a'9l�f1 •� �, rsma NOWN! i % rr s f r MOM MONO i, , M � I 1 f Pi••tsr�! / r atau�r '�..£�� NNNN' �i �® i.' . v Ui y 1f O �"� �.+. f �i3 ®'1�01 �� �� ;�! ��� i�i 1�� ► "�t! 1�I•J. j t� I 7 �rt��tl �• + . ••i /A •t I.... ....ONO {s�llll�i '�1 iiil 1MONO � I` - 1i i, : � f r ,,,,,,., IMMOMMI _ .�.... 1 .# 1 Jj ipjl 10 kl-*�:,,;�L-')! : MONO SOL i � `-- �<'� ° •Y • a ^140 ��1`♦ �.;!'' t•-�)i�y` °` '4 ! ` �; v . �'. i' r's�ti ` }: is�el' _1i ♦ =�• • • �• � ^r�r �r�.- w' �. . `: I.. f +; ,.1� 1"" _',! • i�. ,��. •t���� i - j.� '► ti.. ,l` •`• :,rt'.:•,��►� !'.1 ,� _ • ., - re ; �,��►- ��► �` �� +. �3►'1' i xti��'�:�11 TA Wit►t4%'��l'' R�,�� ►o� � 1 i•lbi iiii;f)f if ti\•f fltRitt•if HiNillfliNBii f/ii•i •iiii•tl Rii iaiftffiffsl•iril•ffill/•t!• al s L lam Rod i ahs MEMEMEN MOON MOM MMEM NONE MOM MOMMINOM MOM • • a • ri loll sl0/I/ti/LiI�•. aiwi�r tafftf»ii>•ffi 1,• `. ,+ OMENtit # w '1 Ej t MUNN l, EOMMOMME + � MOM 1 µ, NONE NO NOW MEN EMEMEN MINES" ME MOMMINUM MON MIMMi r _ d• , •ny lr_ 1 ra OWNSNow NEWSMEN IMUNIM MOMMOMMOMMOMMUMME EM ON NON OWN MW EMOMME MOM MMMM- ON MEN MMWI MOM MOM ONES IN WOMMIN MEN !� - -- - 31 - • - -- I �- r • - . r- PLAN NO. � t� 400 PAGE OF DRA,WN\ BY: t!W REVISIONS / DATE: P 1 10ool ------JOE ;i__ UPON io oorN LL .... f lY o W ' Z w t OrL t o4o Q _ T drw E j(1 f }11 W UC Z V M �W ?�d(I' C) _ � z J ' �D n z z w—A� Z 43 1L �..r -j� w z 1 P11G� o O z z rT o ob 1 'r. s I T� M 1 s .C,ai. COPY RIGHT ®2003 BY UILUAMS ok UILLIAMS DESIGNERS. y " RIGHTS RESERVED, ALL ULI.IAM6 A UILUAMS DESIGHMS, ftAN6 HAVE BEEN REGISTERED UTH THE UNITED STATES CoPYRw.W APIY��,ILWV OFFICE,. THIS DRAWING 16 AN INSTRUMENT OF NRVr-E AND MAY NOT BE ALTHQED. REPRODUCED, COPIED, OR USED FOR CONSTRUCTION WITHOUT THE MTTEN PERMISSION PROM U WAM6 4 UKLL1AMS DESIGNERS, UNAUTWORMED ALTERATIONS OR A KNTK;*o TO THIS DRAWING 16 A VIOLATION OF THE NW YORK STATE *` ..OF NEW EDUCATION LAW. ARTICLE 145, bECTION Mo. `THEE PLANS 1 f/ k COMPLY WITH ALL THE CODES, PROVISIONS, AND McMgT OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NHll YORIC �✓ /�, t1 STATE A6 ADOPTED AJLY 3, 1002." DO NOT yOALF THESE I I 1 Ti I / }ice I DR Nl11NG5. THEY MAY NOT HE TO E)C,4CT SCALE. USE ONLY THE (�yf (I �M/lVi ���ff \�ii DIM!`N&ON6 SHOWN. OWNER AND CONTRACTOR W ?,-�V�� SKGLl.� T ALL AFIPUC45LE BUILDING CODES TO INSURE THAT PLANS AND % ♦ r DETAILS CONFORM TO ALL REOUa>prFU5. ONs SHALL VQQtFY AL1 DIMENSIONS BEFORE PROC>ilDING WITH CONbTRLGTION tUORK AND SHALL NOTIFY WILLIAMS 4 WILUAM6 DMGNERS OF ANY I' UXLUAMS DESIS BEFORE WORK !b DISCREPANCIES DESIGNERS PBwORMED. UILLIAMb 4 SHALL NOT BE RESPONSIBLE POR ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEMS RESULTING FROM 1 FAILURE TO FOLLOW THE6E PLANE AND DETAILS. �E Pu No. � fix, ��; �,«1��� .��� � i vvI "J �, J V l�� POFE rA DRAWN BY: glow, /Loll �) l4Lr t �!N REVISIONS / DATE: 2.4-00 �IO►i I o L � i ewNt X qY, CEll 2204 V 3 •��/�' x qyt" !„�,�• 4�p�2. Div ` ' LL 77Ei1 I OPT►a �ONcoMv7�1't►�lk, �[r � �I�C�� I' � W I + � �' ° ►=a r_ i I V 1 .� ��U � -�-- f j q.04 may" ,Li,l� �jkn �ji ai► III 12',1" ' 1 l vo I�MR �}'''l� �1t><tr' I 0�1Lo � ail i , _ i V LIF 0 bJ D�1�,1+Ql�•� a ; � � I:'�dJiD� ���PU� G�� 1=vT�� OOV- � I17 VJ ITP d 4(�' O.G, 'XL L It ► M h g I �.--- !1N✓0� GI�(.ONC7 � ;I � cc� i —-- — — — — -- --- !— O N "' t� l�• �y10 .yam � _ �° �(X1lt�t✓ `�/4�"`t`f�X sl�� CCD� �Y�SUK1 �Qb��D i � °— � � � l - G r�A CI✓ U ' 1 j, ` T`!PE �' I,, _' —_,� o ; i z p •TUrrRsnA-TRu o , -+► . R G, , �. l� ;E $ ; 7 , -� cry E,/ 1 w J' ����l ° z= ti Q) LU Z j l 7 I LU a. ne j Z z 1 1�0�0 0,r1. v00R. ! ' x (RTEoRAL �*W Pb6 �K�L� "K\MT 1 0 �GA�I.�'• �n�I�C i I ; :� ��;�. alai i t:y�°mi:j •� �I�•4'r ON III ��► ��Y� �,,Q�I �i',10" �2''�PXI (e P" IoLo !�'i,n` y eti tt; 19 il II— -�� _ elf COPYRIGHT f' �)2003 BY WILLUAMS 4 WILLIAMS DESIGNERS. ALL �Jl�y/ N RIG+fTb RESERVED. ALL WILLIAMS 4 ULL:AMS DESIGNERS' Pk.AN!, y -- - - - -- HAVE BEEN REGISTERED WITH THE UNITED STATES C.OPYRtGHT c A T SSSGMLL OFFGE. TNIb DRAW;NG 19 AN INSTRUMENT OF SERVFCE AND MAY • P 1�• NOT BE ALTERED. REPRODUCED, COPIED, OR USED FOR H `` 2005 CONSTRUCTION WITHOUT, THE WRITTEN PERMISSION FROM WILLIAMS t UiLL�AM5 DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAUING M A VIOLATION OF THE NEW YORK STATE EDUCATION LAW, ARTICLE "S, SECTION t'09. `tHESE PLANS '��O aEwY +/ I COMPLY WRH ALL T14E CODES, PROvi&ON5, AND INTEW OF T,•E ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE AS ADOPTED JJLY 3. 2002.' DO NOT SCALE THESE DRAUtNGS. THEY MAY NOT BE TO EXACT SCALE. w d '^ USE ONLY THE r. DIS"1£Ng10N8 SHGUk. OWNER AND CONTRACTOR SH.4LL, CONSULT � -;a�it' U�,J ALL APPLICABLE BUILDING CODES TO tNSURE THAT PLANS AND `• 4 ` DETAILS CONFORM TO ALL REQUIREMEN'S. THEY SHALL VERIFY ALL DIMENSIONS BEFORE PROCEEDING UITH CONSTRUCTION WORK �� AND SHALL NOTIFY UILLIAMS 8 WIL.LIAMS DESIGNERS OF ANY .N DISCREPANCIES BEFORE WORK :S PERFORMED, UILLIAMS i WILJ_IAMS DESIGNERS SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS OR STRUCT C URAr F'ROBLEMB RESUL ttNG FROM FAIWRE TO FOLLOU T1 Er ,,E PLANS AND DE?A;LS. I ter■ ' PLAN NO. .ter. RAGE OF DRAWN BY: j REVISIONS ! DATE: , I WRAVOW UU�p s *)16 Roo ' d� .� g, , r a"R ore r V � T LAWIoN � 5 WIN h44T { Sw�E 1040 50 zlo'X liv-o" Z14 Z.14 U 141 19•N I 20 40-'y 4 "x v 1t,ti � b ,'l W�44 I.31 I MIr,TE.�. �►T� � � , s ww e-A Il ll1 r7l rl11 I,tiA`q 25.31 A)af, 3 1 0,01 Z3Aw 11*4 V)I 3lA 7-5 l 1 •4 f 0 t4- D ail "x ��" J 5 1i,o77 - - - ---- o x 9 1 toE 4040 �� MIS � U - - - � � �o�c-2 3o5a-3 � , � I CA 21irly. " .31 1 bA'�tir 'r" N±.o' v. ` . �•i� a lfr•lyy* i" i o LL 7z Z ' �J C) hM0 oET ,Tn�'- I i�tt�Z�.A,h,► � O *VM W O — 0 I Gb�aN MoNcl�in� � � - �no� N nEt��to�- � • � �, ZU 2, ow �,.�yt ° P&err O12, 14 OF ►�1u��� U�c��k1 �o ��m�1��o� u1 I - I W il!>70 U641 470 V _ IC• > ( _ 49,fwT. tta. ma. AST. _ — — —- -� I t hl 121 10.3Z (;6* 11.4 O ` `° om—j To tew Y. %v u rv'r t6�D�EO�ooM lit is.* ��i1 it 1141 �,� v } ROOM ti i24 1.qz z� 4��fo 11� 17) 2O`h-Z I tA— U) 3� LLI lot CA �0 1 U41-00M to •fib 23. 14 = ,� I z �..� z,c^0 V �Gd 1>0c"O I U- + w I LU sz, i I Wcl o a I 116 7 Y< / I i i 0,0" �N �ii•�'N Ili•SyyM ��� � 0�1 ra I • rf. T COPYRKsF/T ®2009 BY wLUAMs . WILLIAMS DoIG►II ALL ���r�ElElO RIGHTS REGERVm. ALL WILLIAMS • wLt1AMS DE6IctI PLANS HAVE BEEN REGISTERED UKTH THE UNITED STATES COPYRIGHT SEAL: � o OMCE.. THIS DRAWING 0 AN 1W6T'RUI`IETtT OF SERVICE AND HAY NOT DE ALTERED, REPRODUCM, COPIED, OR USED FOR WILL DESIGNe" �ALTERATIONS OR A PTIONS A CONSTRUCTION WITHOUT THE WRMEN PERMISSION FROM WILLtAt1s t �� A TO THIS pRLAW IS A VIOLATION OF THE Icy YORKWM STATEPLANS ��©F N j .i/'"1 EDuc.ATIo++ LAw. ARnuF ►ems, SECTION �0%. `Tr•�ae Pt.ANe •t!' �{ 1 i COMPLY WITH ALL THE CODES, PROV1810N8, AND If'(T'ENT OF THE EN8V-Y CONSERVATION CONSTRUCTION CODE OF NBU YORK ['3L STATE AS ADOPTED JUL.Y 3. 2002.' DO NOT SCALE THERE L DRAWINGS. THEY MAY NOT DE TO EXACT SCALE.. USE ONLY THE DIMENSIONS SHOWN. OWNER AND CONTRACTOR SHALL, CONSLILT W ALL APPLJC.ABLE BUILDING CODES TO INSURE THAT pLANS AND DETAILS C40"PFORI1 TO ALL R CUREMENTS. THEY SHALL VMtFY �( ALL DIMENSIONS SORE FmRoCEEow,, UTH CONSTRUCTION WORK � AND SHALL NOTIFY WILLIAHS + wLLIAH6 DESIGNBE6 OF ANY DISCREPANCIES DBFORE WORK IS PERFORMED. wLLtAMs t WILLIAMS DE'SIGNt3tS SHALL NOT DE RESpONSIDLE FOR ANY ADDITIONAL COSTS OR STRUCTURAL I I " FAILURE TO FOLLOW THESE PLANS AND RESULTING FROM 1 ' I PLAN NO. PAGE OF j � y lk lei,O N DRAW BY: �� I i REVISIONS ( DATE: _ I T t 4 j C7 WC2 U �r ���{(D+�i GE%NT�r tv 0 Q l(p' wlV X V'(42 ( ' 'I IN1l�% N!%iG1�'i� �A25 CUM'IN�0 N v i I LL j 2 -f'i1t�1Gf/ I D�iT �Q "X X!rt-"'�11G1C_ (.Q li��i = I j W OVTIOW �U �QUZMON W "AKfAY1 WOOOT a M f �,q4� 0i�� I w N ( � VIP ! � ark--�- f - --- FF I z I II N ! 1 , w G I ` ' I AL ! I r } o ! t A rN u� ► I � � 4R . 1 cPV�. a i t I 4 colk o zo u I "i1�tcl� 4a- 0 , M ' I O7z LU co T� ��oP ���.� J�� o I + � a - ++ � _ ,Q �, � �^ � . s 1-- z >" Z� uj l._ `� 5� b Tom 7ou �'� ( ; ' ..i i U { 0 _,,,, w Z U. MON 4� �sMKe�) 00VTOOT —i u1 1 �� UN� ��� Z z a � ILK � ( � ( '; ' � Nq � w m o o j FT ell M D ION�I, I � i 1 I � Ile 6 fiir" x ICOPYRIGHT®2003 BY UALLAMS 1 UAWAM6 DESIGNERS,. ALL R GHTb RESERVED. ALL W1WAM8 1 UAl1JAMb DEAIGAg928' PLANS HA VE BEEN t 7 REG bTEfiJ'.D UATN ►E UNITED STATES COPYRIGHT OFFICE.. THIS DRAUANG 16 AN INSTIQLMENT OF SERVICE AND MAY ,gyp I A►F'1C ` 2.045 - NOT BE A1.T>:IQIrD, REPRODNCED, Comm, OR u6t3D FOR , CONSTRUCTION WTHOUT THE WRITTEN PERP &&oN FROM UMLLIAM6 1 00 WILLIAMb DESIGNERS. UNAUTHORIZED ALTERATIONS OR ADD4T1ONS TO THIS DRAWING 16 A VIOLr4TION OF THE NW YORK STATE 1Q EDUCATION LAW. ARTICLE 145, SECTION T10b, `T►ESE F'LAtE �h COMPLY WrrW ALL THE CODES. PROVISIONS, AND wfrg,KT OF THE b `} 1 1 ENERGY CONSERVATION GONSTRLICTION CODE OF NOW PORK STATE AS ADOPTED ALLY 3. 20O'I.* DO NOT SCALE T1�SE �. •1 99 l DRAWW56. T14EY MAY NX DE TO EXACT SCALE.. US!ONLY THE ' W DREN6ION6 SHOW1. OWNER AND C0NTRACTOR SMALL, CONSULT ALL APPLICABLE BUILDING CODES TO INSURE TWAT PLANS AND ♦ .�� A DETAILS CONFORM TO ALL REOUREMt1UT6. TWEY SHALL. VERIFY ALL Dnm+slow BEFORE PRoc.aD+NG uxTW ccN6TRiJCT�t B 7 SZ WORK 6 k, AND SHALL NOTIFY UULLIAMS A WILLIAM* DESKAg b OF ANY 046CREPANOM BEFORE WORK 16 PERF WMED. UALL.IAMb 1 'tot I IAM6 DESf4NER8 SMALL NOT BE REspON&BI2 " ANY ADDITIONAL COSTS OR STRUCTURAL PROBLEM RESULTING FROM f 4* FAILURE TO FOLLOW T1EM PLANS AND DETAILS. !_� PLAN NO, PAGE �7�I1�101i OF DRAWN BY: f I j REVISIONS / DATE: 1 1 ' I i ------- ---__._._—__ CONTIN S RIDGE VENT -- MANUFACTURED TRUSSES 24" O.G. I 1/2" O.S.B. ROOF SHEATHING WITH H-CLIPS ` 150 FELT I !� 25 YEAR ARCHITECTURAL ROOF ' SHINGLES � U�b�1UPam- 4f, 'DARYJef- t 4'` I NC21VE ALL UT% 10 r• :z � ---� I II. ii 1 {i.. • AIR BAFFLE (TYP) O METAL DRIP EDGE Ll Iti 2x6 S"ASCIA ' Q z 010'? �-- 9"(Z?ID Mht)I.A710t�1 Ix3 TRIM � a I ALUMINUM FASCIA Q l(Q O,G VINYL VENTED SOFFIT OMNAL �I, M 6LtU1J� p 2x6 STUDS * 16" O.G. 6" RIS INSULATION 4.0 4k .� �yy►� ►A r I r�yz 1/16" O.S.B. WALL SHEATHING WRAP WOW- 9m0 � {{ BUILDI VINYLo '�' I NG • � r VI�FD R ����iR.�VJINTF-�. . T140 05.F7. hUPCL00I?- it { �tP�MF1 Q M►Dhr�.15—+ I ; 2X� et����'�• 2x6 STUDS 161, O.C. 6" RI9 INSULATION 1/16" O.S.B. WALL SHEATHING Iy BUILDING WRAP LW LVINYL SIDING LLJ f41�a oh,17• tit oW �x r2 l�`'o,c � w_ 2x6 TREATED SILL t SILL SEALER wt)4 zo 1/211 ANCHOR BOLTS 6' O.C. o � -4 z� LL m I i t 12 FRC1h1 ENDS t C' ? �.1 � z , . (10 ? uj U- ....1 u; o wz uj I 'tlyy" (, �Iv�j(,QL�Mti GRADE TO DROP 6" IN FIRST 10' RUN w �� (��►('00 I AWAY FROM HOUSE Z WATERPROOF/DAMP PROOF TO GRADE Lu 8" THICK POURED CONCRETE FOUNDATION WALL WITH VERTICAL 05 BAR a 4' O.G. CENTERED ON 16" WIDE x 8" THICK • ��*� ,� •fir E WITH 2-04 BARS CONCRET FOOTING �. CONTINUOUS 2x4 STUDS a i6II O.G. R1I INSULATION VAPOR 5ARRIER(1`01) ,t" SHEETROGK . o e 411 DiA. PERFORATED DRAIN PIPE TO u U n DRYWE DAYLIGHT, LL, OR SEWER AS SOIL t — '� X2h X12 ' (GIG CONC�ET� 1 - ��� p� SITE CONDITIONS DICTATE. ' �"T1�iGK COK�RIET� h� ,ODCP q0 L'( V41170 iZ. 21 ` �� I �'s4 5r"K ti,�i _ COPYRIGHT ®IOOD BY WILLIA" 4 UPL DAMS DESIGNERS. ALL IWI� RIGHTS RESERVED. ALL WILUAMS • WIL LLAMS DESIG*M' PLANS /► HAVE BEEN REGISTERED WITH THE UNITED STATES C4P�YRIGHr SEAL: n�/1 � �' � � o+PIcE. THIS DRAunNG la AN n+sTI�ENT OF eEl�v1GE AND rsAr APR R i ' !/ '��V/ NOT ISE ALTERED CE. RE IRODUD. COPIED. OR LOW FOR 72005 CONSTRUCTION WITHOUT THE WRITTEN PERMISSION FROM WILLIAMS 4 II I WILLIAMS DESIGNERS. UNAUTWORIZED ALTERATION!OR ADDITIONS OF TO THIS DRANANG 0 A VIOLATION OF THE NEU YOW STATE 4� N w H W EDUCATION LAW. ARTICLE 145. SECTION MOS. 'T► I E PLANS fo COMPLY WITH ALL THE CODES, PROVISIONS. AND INTENT OF THE TO THE BEST OF KNOWLEDGE, BELIEF, AND ENERGY CONSERVATION CONSTRUCTION CODE OF NU YORK STATE AS ADOPTED DULY A ]OOZ' DO NOT SGAL.E THESE *` . PROFESSIONAL JUDGMENT, THESE PLANS AND DMAWII�'S' THEY MAY NOT ISE TO EKACT SCALL. USE ONLY T1E DIMDWONS SHOWN. OWHOR AND CONTRACTOR SHALL, CONSULT SPECIFICATIONS ARE IN COMPLIANCE WITH THE AL LE ISUILDMG CODES TO INSURE THAT PLANS AND ^" DETAILS CONFORM TO ALL REQUIREMENTS. THEY SMALL VERIFY d 7 ENERGY CONSERVATION CONSTRUCTION CODE OF '4LL 00104SKMS °EFL LNG WITH WNSTRucTION WORK AND SHALL NOTIFY WNLLIAMB a WILLIAMS DESIGNERS OF ANY I NEW YORK STATE EFFECTIVE JUL'Y 31 2003 AND DSGREPANCIES BEFORE WORK IS PERFORM,®• WILIIAMS 4 I WILLIAMS DESIGNERS SHALL NOT 06 RESPONSIBLE FOR ANY AMENDMENTS. SEE ACCOMPANYING RES-CHECK. ADDITIONAL COSTS OR STRUCTURAL PIRODLEMS RRSULTtNG FRAM t I t FAILURE TO FOLLOW THESE PLANS AND DETAILS. 1 s ll�b' ............ PLAN NO. C.&TIM ak RIDGE VENT MANUFACTURED IIIANUFACTURED TRUSSISS If 24 O.G. 1/2" 0.6.m ROOF BHFATH1NCs WITH rli E N-CLtPB PAGE So RLT 0 25 YEAR ARC 141TECTURAL ROOF SWNCsL.FS 29 •�' DRAWN BY: Ito AIR e1AFFLE (TYP) 10 1*%TAL DRIP EE*E 2K6 SU15FAIA REVISIONS i DATE: Lft 1w,,v IA-T1QQ IX'! TRIM A>LIUM1NUM FASCIA VINYL VENTED 6OFF1T 2X6 ST" + 16" O.G. CONTII UOJ5 RIDGE VENT 6" RI9 INSULATION MANUFACTURED TRUSSES 24" O.G. r 7j� 1V16" OAM. WALL 6NEATHING '� !+ `'t#S gyp•tiu0 ,+at<— IDUIXOM WRAP 1/2 O.S.B. ROOF SHEATHING WITH VINYL SIDING H-CLIPS 15" FELT a "oA.. 2X6 8TL✓lp6 + 16" O.G. 25 YEAR ARCHITECTURAL ROOF — Xu 6" R18 INSULATION SHINGLES ..:.1.: 'VW 0.6.D. WALL 814EAT14ING ewLDWs WRAPAl ► vrnm. 81DING Iti I(f o.c. 2Y6 TREATED SILL 4 61LL SEALER AIR BAFFLE (TYP) Vt 0 ANC44OR E°lMTS + 6' O.G. 1 t 12" FROM ENDS t CORNERS METAL DRIP EDGE Z 2x6 SUBFASGIA Ix3 TRIM -- 661 1 N 1�70 1�1�l7GATICk1 to GRADE Tb oRoP �" I IJ 1<I> 10 QV ALUMINUM FASCIA do I I LA I • ,001F TO GRADE i �X� l tQ" ®�• VINYL VENTED SOFFIT p oftm Ip�u► wl� K r7 � �Y �� _ ��tz ��.►�.C�1 t~-r.,�.. ��' 1Lw Id to I G�, T �A 0� ►(P V�It�E Xb 1�C �J11 �ilDti) ' 2x6 STUDS + ib O.C. 4" 46 PERFORATED DRAIN PPE TO � � I QO � 6" R19 INSULATION �.. 1/16" O.S.B. WALL. SHEATHING r v►�Yuc�HT OR cRYw�.L cR. ��u�.t�. t.... (OPTIONAL) ; BUILDING WRAP /IZvv *mwb �/4�IT 0 VINYL SIDING; � 2�10 C�ttp o.c. IT I Ike II►,o' C ' y I ' C.ONTIN.IOU3 RIDGE VENT " '�� j 2xh STUDS + 16" O.G. MANUFACTURED TRLI88B3 + 24 O.G. y 1, 6" R19 INSULATION 1/16" O.S.B. WALL SHEATHING Ir2 l BUILDING WRAP " O.S.B. ROOF BHEAT1-111�bCs WiT1�-{ h H-CLIPS C�I�' t01�0" '' ��i" 3 u Iht'oa ! Vol � V FELT VINYL SIDING 25 YEAR AR041TECTURAL ROOF - BHINGLM up Ih pgI605 i 10 v%66CA z 44 tA PUS fijAQRI �VJINT v o N ., 34 TC� D,ti,t7. hUb 1A00� w �,,� zo I, e I!P"P.C., Lu _ .� z jGe-$ RRtf '_ ' `It t�E�U,WKOQ UJA�Ih `N N ¢�dtA — { 2x6 TREAT SILL 4 SILL SEALER Z `fl ED { 1/2" Ql ANCHOR BOLTS + 6' O.C, U- { 1 Q Qr U A'.'Ll�l ti Ef!RDFiK• I ll I 4 12" FROM ENDS t CORNERS p .a w Z .G. U11 �T e,EL I PE G01.t1M*l z W METAL DRIP EDGE I j 2X6 80E4FASCIA IX3 TRIM ALUMINUM FASCIA ' i GRADE 'oVW 0" IN f-tPIST lo' RUK VINYL VENTED 80FFIT WATERPROOF TO CsRAADE + - -`A 4 1 v I ti �U Rug 1>{ �.- bARv�,T 1c�l�Y ci c. IN ! WISE X 'b'1 1cg_ ►• 3� 2X4 ST1.06 IS 16" O.G. sl; 1/* 0.6.B. WALL SHEATHING Gl)D�! I 4" PERFORATED DRAIN PIPE TO , BUILDING WRAP _ DAYLICsHT OR DRYWELL Or- C ,Oe*, � VINYL SIDING - (OPTIONAL) 2X4 STUDS * 16" O.G. ; •¢"?�IGI� CU��r-�,ft, �'t �t"�c `�12{I1iG1� O0(Q fol,YvWolz �7Wpelp� GONC¢I-�1� �OcntNEj ib9 R11 INSULATION t ' � VAPOR BARRIER(Po,Yf 2X+ TREATED BILL t SILL SEALER �" ��Uy �' SWEETROCK 1/2 0 ANC44OR 80LTS + 6' O.G. �J� K�r •.. W r'4 12" FROM E06 4 GORNeRB t�� ���•�}� ��_ WRADE N log GOPYRICaHT (0 2003 BY WILLIAM6 . WILLJAMS DESIGNERS. ALL 8 NICK PIOURED ,.�..,. , ..�,�, RIGHTS RESERVED. ALL WILLIAMS ♦ W1LL1AM6 DE91GNEM pL/WS .Z � FOUNDA��TyION WALt�L, �GENT� � ,; "�I I,QM WAVE BEEN R£CdSTE'R8D WITH TF♦E t1NlTED STATES Ca-YRI�HT i ON 16" W1D� X 8' 1 M1V� OFFICE. TWS DRAWING 15 AN tNSTRlA1ENT OF SERy1GE AND MAY P � 2005 `7 NOT BE ALTERED. . COPIED. OR USED FOR (I ;�. =NCRETE FOOTING WI11.1 2-NO, WIL LiAhIS DESIC0ER6. LINAUTWORJZED ALTERATIONS OR ADOnWHS �E OF NZ;V GON6TRUGTION W1T1a0UT THE WRJTTt?♦ PERM19S10N FROM ItNw,gl-IS f 4 BARS CONTINUOUS I TO EDUCATION EAU,G VIOLATION&EGTION THE NEW YORK STATE ARTICLE -Wt -t ESE PLANS COMPLY WRM ALL T1 E CODES. PROVISIONS. Aso INTENT OF T1.W TO THE BEST OF KNOWLEDGE, BELIEF, AND STATE LY o3 a 2OM' Do WT SCALE TI SE • '; cc "w"OEL11 0 PROFESSIONAL JUDGMENT THESE PLANS AND ORA MG.&S. Ti•EY MAY NOT BE To EXACT SCALE. USE ONLY TW !A , W , 01MENVONS SHOVL OUN41EM AND CONTRACTOR GRALL, CONSULT y `il•pM ALL SPECIFICATIONS ARE IN COMPLIANCE WITH THE DEUtL6CONFORM o� CODES TO 7 EHY6NALL vM on 7 L ENERGY CONSERVATION CONSTRUCTION CODE OF AND6 ,,,aT,F, WILLIAMS . wuaAM6 DE61GN�6 of ANY•,,,, ALL DIMEN610W BEFORE PROCEEDING LLATN COPYSTRUGTION WORK DISCREPANCIES BEFORE WORK 15 PERFORmw- WILLIAM6 NEW PORK STATE EFFECTIVE JULY 3, 2003 AND WILLIAMS �I &HALL NOT BE RESpON IBLE FOR ANY AMENDMENTS. SEE ACCOMPANYING RES-CHECK. F`'DDTIONAL,O PROFS RE&.LT1NG FROM COPYRIGHT • 2005 BY WILLIAMS t WILLIAMS DESIGNERS. ALL RIGHTS RESERVED. ROOF THE FLOOR, , WALL RHEA NG ALL WILLIAMS t WILLIAMS PLANE HAVE BEEN REGISTERED WiTH THE {- FLOOR- fit" TtG 0.8.5. (ORIENTED STRAND BOARD) NAILING SCHEDULE TRU88 t BRACING DETAIL �''"N NO. UNITED STATES COPYRIGHTE.OFFIC THA 1DRAtW x IS AN INSTRUMENT OF SERVICE 2- ROOF 16" 0.6.8. (ORIENTED STRAND BOARD)AND MAY NOT BE ALTERED, I- PROVIDE WEB BRACING A8 PER MANUFACTURER'S ARCHITECTURAL TRUSS REPRODUCED, COPIED, OR USED FOR CONSTRUCTION 3- WALL- 'T/ib" 0.8.8. (ORIENTED STRAND BOARD) DF.SC►RPTION OF BUILDING ELEMENTS SHEETS WITHOUT THE WRITTEN PERMI&610N FROM WILLIAMS t WILLIAMS DESIGNERS. TO DO 80 INSULATION (UNLESS OTNERtWSE NOTED)- OF FASTENER ecd FASTENERS 2- 2" NOMINAL LUMBER IS A VIOLATION OF FEDERAL COPYRIGHT LAWS. I�NAUTHORIZED ALTERATIONS OR t- CEILING WITH ATTIC SPACE.........................12" THICK R38 KRAFT FACED J018T t0 SILL OR GIRDER, TOE NAIL ADDITION6 TO T" DRAWING 16 A VIOLATION OF THE NISW YORK STATE EDUCATION LAW, 3- BOTTOM CHORD TO HAVE CONTINUOS LATERAL BRACING AT A MAXIMUM 2- SLOPED CEILING WITHOUT ATTIC 6PACE....B14 THICK R30C KRAFT FACED Ixb SUBFLOOR OR O EACH JOIST, F £ IL -- INTERVAL OF 10'. BRACES TO BE SECURELY ANCHORED INTO SOLID END ARTICLE 145, SECTION '190'9. THESE C>lZAWtNGb ARE NOT TO dE USED BY ANY 3- EXTERIOR WAS.1.8................................ _ _,,,.........b" THICK Rt9 KRAFT FAGED/POLY 2 SUBFL.00R O JOI T GIRDER, BLIND AND FACE NAIL WALL PARTY OTHER THAN THE ORIGINAL CLIENT, EXCEPT BY WRITTEN AGREEMENT. 4- FLOOR..........................................................60 THICK Rig KRAFT FACED SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 1615 � A �� I6 O.C. 4- TOP CHORD TO HAVE DIAGONAL BRACING (AT 45 DEGREES) ON BOTH BIDER THESE . 5- BASEMENT WALLS........................................3 16` THICK RII POLY TOP OR SOLE PLATE TO STUD, END NAIL - -- OF RIDGE LINE NAILED TO UNDERSIDE OF TOP CHORD. REPEAT AT BOTH THERE NOTES ARE GENERAL 1N NATURE AND ARE NTENDED TO STIPULATE MINIMUM � rl0� ALL VAPOR BARRIERS (KRAFT OR POLY) TO BE INSTALLED ON THE STUD TO SOLE PLATE. TOE NAiL -�, ENDS.. 'ALL OF CONSTRUCTION. THE DRAWINGS SHALL GOVERN OVER THE NOTES IN WINTER WARM BIDE DOUBLE STUDS, FACE NAIL _. 24 O.C. 5- ROOF SHEATHING TO HAVE STAGGERED JOISTS AND FASTEN PER NAILING O� . ALL MATTERS SPECIFICALLY INDICATED. THESE DRAWINGS ARE FOR A SINGLE MISGEL.LANEOUS DOUBLE tOP PLATES, FACE NAIL D 24 O.G. SCHEDULE, REStpENSE M EXHAUST ALL FANG VENTS DIRECTLY TO OUTSIDE. PROVIDE 5 AIR SOLE PLATE TO JOIST OR BLOCKING AT BRAC ED ED WALL PANELS 3-i60 Ir ow O.G. 6- SHEATHING BUNDLES SHALL NOT BE PLACED ON ROOF, A MAXIMUM OF 8 THE DESIGNER SHALL NOT HAVE CONTROL OF NOR SHALL BE RESPON6115LE FOR EXCHANGES PER HOUR. MINIMUM CAPACITY iS SO CFM. DOUBLE TOP PLATES, MINIMUM 48 OFFSET OF END JOINTS, 8-160 -- SHEETS PER 2 TRUSSES DURING CONSTRUCTION. 2- I.G. LABELED RECESSED LIGHTS REQUIRED IN iNSiULATED CEILINGS. FACE NAIL IN LAPPED AREA DRAWN $Y: CONSTRUCTION MIETHOpB OR 1'6CHNK.1tJF6, OR PRCk:EDUREB, OR FOR THE 6r4FTY L 1- LAP ALL LATERAL BRACES MINIMUM 2. 3- SMOKE DETECTORS TO ISE WIRED DIRECTLY TO HOUSE 120 VOLT SYSTEM. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE 3-80 PRECAUTlON6 USED OR R6Ql�IRED !N CONTRACTOR, SUDCONTRAGTORB OR ANY INTERCONNECTED FOR 81MULTANTEOUB OPERATION AND HAVE BATTERY NAIL DW ` OTHER PERSONS PERFORMING ANY WORK DR FOR THEIR FAILURE TO CARRY OUT BACKUP. MINIMUM LOCATIONS. RIM JOIST TO TOP PLATE, TOE NAIL 8D 6 O.G. THE WORK iN ACCORDANCE WITH THE CONSTRUCTION PLANS/DOCUMENTB. A- ONE ON EVERY LEVEL TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE 2-100 -- REIIIS(ONSID;4TE IF THE CONTRACTOR DISCOVERS ANY DEFECTS IN THE GONBTIRUCTION B- ONE IN EVERY BEDROOM NAIL C- ONE WITHIN EVERY 1D OF A BEDROOM DOOR IN HALLWAY BUILT-UP HEADER, TWO PIECES WITH 19 SPACER 160 16" ALONG DESIGNER 60 THAT THE DESIGNER MAY CORRECT SUGN DEFECT. IF THE PLANS/DOCUMENTS, HE SHALL PROVIDE WRITTEN NOTICE OF THAT DEFECT TO THE 4- PROVIDE CARBON MONOXIDE DETECTOR ON LOWEST SLEEPING LEVEL EACH EDGE CONTRACTOR FAILS TO DO SO, HE SHALL BEAR ALL COSTS ASSOCIATED WiTH 5- CONTRACTOR 16 RESPONSIBLE FOR DESIGN AND PROPER FUNTiON OF HVAG CONTINUED HEADER, TWO PIECES I&D I6"ALONG AND ELECTICAL SYSTEMS. EACH EDGE � �°�� PROCEEDING CAUSED By SUCH DEFECT. IF THE CONTRACTOR FINDS A DEFECT IN 6- ALL WIAtDOWB TO CONFORM TO AAM�4/NtWJaA 01/1.8.2 CEILING JOISTS TO PLATE, TOE NAIL 3-8D — � , �,�' ' CONSTRUCTION RESULTING FROM THE WORK OF THE DESIGNER, HE SHALL NOTIFY THE 1 ALL EMERGENCY � tIItNDOWB AND BEDROOM WINDOWS MUST MEET THE CONTIlJI.JOl18 HEADER TO STUD TOE NAIL 4.80 �y DESIGNER IN WRITING, AND ALLOW THE DESIGNER TIME TO SUGGEST REPAIRS. !F THE � FOLLOWING GUIDE LINES: CEILING JOIST LAPS OVER PARTITIONS FACE NAiL ACEILING 3-IOD ,Nt CONTRACTOR DOES NOT NOTIFY THE DESIGNER IN WRITING, OR ALLOW LE 10 � - CLEAR OPENING OF 5.1 SQUARE FEET ABOVE OR BELOW GRADE CE► ING JOIST 70 PARALLEL RAFTERS FACE NAIL 3-100 TIME TO SUGGEST REPAIRS, OR DOER THE REPAIRS NOT IN CONFORMANCE WITH THE 5- GLF.AR Opp+tlH<, OF 5,0 BQil.4RE FEET AT CsR,4pE RAFTER TO PLATE. TOE NAIL 2-160 DESIGNERS SUGGESTED METHODS, THEN THE CONTRACTOR SHALL BEAR ALL 006T8 C- MINIMUM HEIGHT OF 24" i" E To EACH sTup ANp PLATE: FACE NAiL 2-81D ASSOCIATED WITH OUCH DEFECT. D- MINIMUM WIDTH OF 20" ImW SHEATHING TO EACH peAgiNgs, FACE NAIL 2-BD 6- &AFTY GLAZING OR TEMPERED GLASS TO BE PROVIDED AT: 1"x8" THIN T t F I 2-8D HANDRAtVGUARDRAlL THE CONTRACTOR Ib RESPONSIBLE FOR SAFE CONDITIIC)1VFi AT THE JOB SITE AND FOR A- E)(!°� AREA OF AN INDIVIDUAL PANE GREATER THAN 5 SQUARE FEET THAN I" " TH T F At 3-8D THE TEMPORARY SUPPORT OF Tl� STRUCTURE PRIOR TO COMPLETION OF THE 8- BOTTOM EDGE LESS THAN 18" ABOVE FLOOR "� i- PROVIDE A 3'x3' MINIMUM •� � . iOD 24 LANDING EACH SIDE OF AN EXTERIOR DOOR. VERTICAL AND LATERAL LOADS SYSTEMS. ALL WORK SHALL BE DONE IN C-*ONE OR MORE WALKING SURFACES IS WITHIN 36" HORIZONTALLY OF BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 100 NL RA1Cw LAYER EXCEPTION: WHERE A STAIRWAY OF TWO OR FEWER RISERS 16 LOCATES? ON COMPLIANCE WITH NEW PORK STATE CODES AND LOCAL CODES AND ORDINANGEB. THE GLAZINGAa ti.LoWb. 3r THE EXTERIOR SIDE OF A DOOR OTHER THAN THE REQUIRED EXiT DOOR, A VERIFY ALL DIMENS►ON8 PRIOR TO ERECTIOK D- TOP EDGE GREATER THAN 36" ABOVE FLOOR O.C.BAT TOP OTTOM AND LANDING 16 NOT REQUIRED FOR THE EXTERIOR SiDE OF THE DOOR. At E- GLAZING ADJOINING STAIRS WITHIN 60" OF BOTTOM TREAD GTAGGERtn. TWo 2- STAIR REQUIREMENTS: •. FOR ADDITIONS AND/OR RENOVATIONS THE BUILDER AND/OR GENERAL 9- PROVIDE A 30"x22" ATTIC �►GCE88 N A HALLWAY OR A READILY AC NA$.S AT ENDS a. OPEN RISERS NOT ALLOWED FOR STAIRS OVER 30" iN HEIGHT, AND AT EACH CONTRACTOR SHAM FIELD VERIFY ALL PR�dBTyNG BTRUCTUAL C�tDiTihN& t DEMINBIONB PRIOR TO ORDERING MATERIAL t BEGINNING CONSTRUCTION, AREA, NOT IN A STANDARD CLOSET, �, b. ALL STAIRWAYS MINIMUM 36" IN WIDTH, Z • {O- PROVIDE AN 16"44" CRAWL SPACE ACCESS, 2" PLANKS c. WI Mt " 2-I6D AT EAGN WINDERS MINIMUM DEPTH OF 6 ON THE CONVERGING SIDE. I!- PROVIDE 5/8" TYPE X FiRE CODE GYPSUM BOARD ON GARAGE CEILING, BEARING d. MINIMUM HEADROOM CLEARANCE OF 61-8" FOR ALL STAIRWAYS. r1 BEAM, AND GARAGE BIDE OF WALL COMMON TO HOUSE AND GARAGE. ROOF E,RAFTERS TO RIDGE VALLEY OR 41P RAI-I 6: 3- HANDRAIL REQUIREMENTS= MUST CONFORM TO R315.2. FOUNDATIONS PROVIDE It' TYPE X FIRE RATED GYPSUM BOARD ON HOUSE SIDE OF WALL TOE NAiL 4-i60 a. REQUIRED ON ALL STAIRS OF 2 OR MORE R16MS. i- FOOTINGS BNALL BEAR ON FIRM, UND18T� 801E A MINIMUM OF 48' BELOW GOE�pN TO HOUSE AND GARAGE. ._ b.1 REQUURED ON BOTH 61DES IF OPEN RISER, •—• GRA w, SIM, M, 6M SOIL PlEA1RIrlCs LOAD IS 2000 PSF, (GROUP 1 SOILS -GW, 12- PROVIDE RI HOUR t� RATED DOOR AND JAMBS WiTH AUTOMATIC CLOSER _ c. MUST BE BETWEEN 34" AND 38" IN HEIGHT. GM 8M) BETWEEN HOUSE AND GARAGE. WOOD STRUCTURAL PANAL.B, SUBIWOIR, FOOR AND WALL SHEATHING TO FRAMING, d. MUST TERMINATE AT WALLS OR NEWEL P06T. n 2• MAXIMUM EXCAVATION SLOPE BELOW FOOTINGS TO BE I VERTICAL TO 2 I3- INSTALL ZERO AND TERMINATION POINT FOR AND PARTICLEBOARD WALL SHEATHING e. MUST BE CONTiNUOUS FROM 150TTOM STEP TO TOP STEP. HORIZONTAL FLUE/C-WMNEY ACCGORI DING TO MANUFACTURERS 6P'EGIFCATIONB. 5/16 -1/2 bD-SUBLOOR, WALL 6 12f f. HANDRAIL TO HAVE CIRCULAR CRO68 SECTION WITH GRIP SIZE 114"-2` 3- BAGKFILLtNG OF FOUNDATION WALLrb SMALL NOT BE FOR 28 DAYS, OR !4- MAINTAIN A MINIMUM OF 8" DISTANCE BETWEEN SIDING AND FiNE BD-ROOF 4- GUARDRAIL REQUIREMENTS: BRED CsRADE BEFORE FLOOR SYSTEM IB IN PLACE AND WALL STABILIZED. 6 12f a. REQUIRED ON STAIRS, LANDINGS, DECKS OR,RAISED FLOOR rT 4- MAXIMUM UNBALANCED BAGKFiLL HEIGHT- 'f. 15- ALL DRAINS, VENTS, AND SUPPLY PIPING MUST BE TESTED TO THE FOLLOWING 15/32 -! � pORO}{Eg, � , CRITERIA; 100 6 12 SURFACES MORE THAN 30" ABOVE OR BROW GRADE CONCRETE A- WATER HEAD TEST 10' ABOVE HIGHEST CONNECTION b. MINIMUM HEIGHT AT STAIRS 34", I- CONCRETE STRENGTH TO BE AS FOLLOW& 5- 5 P61 FOR i5 MINUTES c. NO MORE THAN 4" BETWEEN BALUSTERS OR HORIZONTAL RAILS, I6- HEATING DUCTS SHALL 15E SECURED AND SEALED IN ACCORDANCE WITH THE d. NO MORE THAN 6" OPENING ON STAIRS WHERE GARAGE SLABS AND PORCHES, bTE'P8, AND WALKS: 3500 PSI DESCRIPTION OF BUILDING RISER, TREAD, AND NEW YORK STATE ENERGY CODE. DESCRIPTION OF SPACING OF FASTENERS BOTTOM RAIL MEET. VERTICAL CONCRETE EXP06M TO FATHER= 3000 PSF 11- COMBUSTION AIR REQUIREMENT& IF THERE 16 NO C401MI5U6TION AIR SUPPLIED MATERIALS FASTENER b,c,d EDGES(INCHE.a°)h INTERMEDIATE SUPPORTS a. GUARDS CAN NOT CONSIST OF HORIZONTAL RAILS OR ANY ADDRESS PROVIDE AIR ENTRAINMENT OF 5-1% OF VOLUME. TO GAS APPLIANCES INSTALLER MUST CERTIFY BASEMENT OR ROOM WAS b INCHES) DECORATiVE/ORNAMENTAL PATTERN THAT CREATES A LADDER EFFECT SLUMP TO BE NO MORE THAN 4" NOR LESS THAN 2". PROPERR AMOUNT OF: COMBUSTION AIR PER CODE AT FINAL INSPECTION. GYPSUM BOARD, 9 1 14 GALVANIZE .4 g W GARAGE CONCRETE SLAB MUST BE SLOPED TOWARDS OVERHEAD DOOR OR ROOFING NAIL- bD i CONCRETE REINFORCING 6NEEt. A GARAGE DRAIN MUST ISE PROVIDED AND DRAIN TO DAYUGHT/DRYWELL. COMMON NAIL: 1 14 QV NC9�V� I- R@3AR SHALL CONFORM TO A.S.T.M. GRADE 40. WELDED WIRE FABRIC MESH IS- ICE t WATER BHtEE.D L IA SCREWS TYPE W OR S YMENT REQUIRED FROM ROOFS EDGE A MINIMUM 5/8 GYPSUM BOARD, g I GALVANIZED 4 g SHALL CONFORM TO A. Al". � EXTERIOR WALL LINE OF THE BUILDING. MEASURED 2- 15` DIAMETER x t0` ANCHOR OR BOLTS • 4' O.G. OF 24" N61DE TF HORIZONTALLY. ROOFIG NAIL; 8D 3- 'S BAR VERTICALLY • 4' O.C. 20- FlREBLOCKNG SMALL BE PRROVIDED TQ CUT OFF ALL CONCEALED DRAFT COMMON NAiL;1 5/8 t CONCRET FOUNDATION WALE_ a OPENINGS fYERTIC.4L AND HOIRtZONTAU AND TO FORM AN EFFECTIVE FIRE SCRIEUS TYPE W OR S BAiRRIER, QETUEEN STORIES, AND BETWEEN EN A TOP STORY AND THE ROOF WOOD STRUCTURAL PANELS, COMBINATION SUBFLC?OR UND ETt ERLAYMT TO FRAMING E 1- OAMPPROOFING: ABPHALTRAR TYPE COATING SPACE. FiR>EBL.00KING SMALL BE PROVIDEDE CONSTRUCTION IN WOOD-FRAM � AND LESS eD N NAIL b 12 WATERPROOFING: RUBBER/ICE AND WATER SHIELD TYPE 1/8"-i" 8D Y IN THE FOLLOWING LOCATIONS. CO ON NAIL 6 12 = � _ � W � PERIMETER 1DRAIN6 A-. IN COidCE.4t.BD SPACES OF STUD WALLS AND PARTITIONS, INCLUDING 1 1/8"-1 14` IOD COMMON NAIL b 12 Q GRIP Q 1- 4" DIAMETER PERFORATED PIPE WITH FILTER FABRIC TO DAYLIGHT, DRYWErL, FURiRE1D SPACES, AT T14E CEILING AND FLOOR SPACES. CONCEALLIED W z � U ..._ HOFttZONTAL FURRED SPACES SHALL ALSO BE FIREBLOCKE D AT Z � SEWER OR SUMP PUMP AS 601L GONDITION6 AND SITE DICTATE .-ALL"L O AM BOX EXCEPT WERE OTwER11p6E STATED. t�l Z INTERVALS NOT 14'. BATTS OR BLANKETS OF MINERAL OF NA"USED FOR FRAMING AND GWEATNNG CON NECT1ON6 6HALL WAVE A � X EXTERIOR GRADE GLASS F� SMALL BE ING IN WALLS MM MJM AVSKAGE 604 MNG YO.D 6TRENGTH6 AS FOLLOWS, 60 K61 FOR r � SHANK DIAMETER OF O.M r (XV COMMON NAILJ,SO+ca1 FOR SHANK DIAMETER6 LuVIX -q 1- GRADE SHALL DROP 60 IN FIRST 10' RUN FROM ALL SIDES OF HOUSE CONBT'RUGT'ED t�filAjCs P'�'�-� ROWS OF 8'Tt�B DR STAGGERED STUDS. THAN o.I4�' BUT NOT t.A�Rr� T�IAN o.m'.AND too+cal FOR 6►uwMc RISER SHALL BE A MAXIMUM 8 1/4" ■� � B- AT ALL BETWEEN CONGEALED VERTICAL AND DIAMeTIM OF o.14T OR LA". r Q b-NAL&6HALL HOT BE PL ACED MORE Tw►N 6' O.C. AT ALL &UPPORTS WHERE MINIMUM TREAD DEPTH SHALL BE 5 44 V LL Iu WOOD/FRAMING HORIZONTAL BPACEJ6 SUCH AS OCCUR AT SOFFITS, DROP CEILINGS SPANS ARE 4W OR GR5ATER. WITH MINIMUM NOSING OF 3/4" Q L�li.l d) tQ '. AND COVE CEILINGS. a-4'xs' OR 4'xf 6WA.L BE APPUND vaRTCALY. 111.E t.UM15E`IR GRADES 16 AS FOLLOWS: d- AeLE RW,OF oz3 AaTENER6 NOT INGLIUED IN Tw16 TABLE SHALL BE BASED ON LL �" �Q 673 ANDG- IN SPACES !CN' T11JEE?d STAIR STRINGERS AT THE TOP AND I- JOIST NB, BEAMS, E. BTRINGERB...,.....r1 8PF OR BETTER BOTTOM OF THE RUN. ENCL.OISM SPACES UNDER STAIRS SHALL .-FOR R &OP4 wAvwA BA61C WIND Gem of no MPw OR GREATER,so 2- JOISTS AND 5...............................0 8PF OR BETTER COMPLY WITH SECTS R314.8. DEFORMED NAIL6 6WALL BE LOW TO ATTAC RNG PLYWOOD 6TRUGTURAL PANG. U. 3- STUDS........................................................� BPF OR BETTER ROOF 6WEATWWa TO FRAM Wm UJaTWN MINIMUM 4e• DISTANCE FROM GABLE END t?- AT OPENING AROUND VENTS, PIPES AND DUCTS AT CEILING AND WALLS. M M1 ROOF wElGwr I6 MORE TwAN Z5'.UP TO 36' MAXiMJM. WOOD STOOP DETAIL w 4- BLOCKING AND CONTACTING NG.................M... PR S BETTER FLOM LEVEL, TO RESIST THE FREE PA66AGE OF FLAME AND f- FOR REGIONS WAVING A 8A dC UND 6PEED of 100 MPw OR LE", NAL6 FOR (X r ATTACHING WOOD STRUCTURAL PANE. ROOF 6WEATHMG TO GABLE Eh' 0 WALL 5- PLATES, SILLS CONTACTING GONGRETE.....PRESSURE TREATED SPF PRODUCTS OF CrOMDUSTtON, OR BETTER 40 42 FRA1 IHG 6WALL ME 6PAGED •• ON CANTM WwEN BASK WIND SPEED IS E- FOR THE FiR85LOCKING OF CHIMNEYS AND FIREPLACES. SEE SECTION GREATER nLAN 100 MPw NAILS FOR ATTAC4ANG PANEL ROOF 64EATw TO b- POBTB AND BEAMS.................................r1 bPF OR BETTER E- rNTERMEDIATIF euPPORTb 6wAL1 BE SPACE i•O.G. FOR MINIMUM 40* 1- 2x6 TtG DECKING.....................................DECKING CstRADE DftTAN=FROM RIMIES,EAVES, AND GABLEEND WALL&T AN6 4'ON CENTER TO x6 8- ALL JOISTS 1~'RAMiNG INTO T1 SIDE OF A SUPPORTING MEMBER MOT lU •• F- FiREBLOCKNG OF CORNICES OF A TWO-FAMILY DWELLING 16 REQUIRED GAI!" END W ALL FRAMNS. Lu � Z AT THE LIM OF 011191LING UNIT SE�PARATiON. g.GYM AM SHEATMWs &HALL CONFORM TO A6TM c -M AND 64ALL BE fN6TALLED Lu BEARING 0►�) SHALL BE SUPPORTED BY SIMPSON U TYPE HANGERS OR IN ACCORDANCE U01TH GA 263. FIBERBOARD 6WEATWWA 6".L CONFORM To 5/4 x r DECKING O ED ANCHOR EACH RAFTE R AS c 206. 2x6 JOISTS • 16" O.G. UARAFTER AND/OR BOTTOM CHORD OF TRUE& TO TOP PauNG ON FLOOR 6HEATFANG PANEL APPL.EDGB6 iBb TO PANEL GES • PLATES AT OUTSIDE WALLS WITH BiMPSON NI OR H2,5 TIES. N-6&PPORTED BY FRAMING M104BER6AND AT ALL FLOOR PER IMErr.IRe ONLY. 9- ALL 50LTNEADB BEARING ON WOOD, TO BE PROVIDED WITH STANDARD GUT ALL0IIJABLE DEFLECTION OF STRUCTURAL MEMBERS &PAGING OF FASTENERS ON ROOF 6WAT►04G PAINQ EDGES APPUE6 TO PANS 66 EDG 6U GA PPORTED BY FRAMIN MR&AND AT ALL ROOF PLANE WASHERS. PE RRWTE'26. BL.00KMG OF(ROOF OR FLOOR 6WEATWING PANEL EDGE6 10- HEADERS AT EXTERIOR DOORS AND WINDOWS TO BE 2-2x10 UNLESS 6TRUCTLIlRAL MEMBER .ALLOWABLE DEFLECTION ING TO THE FRAM MEMBER6 6WALL.L.NOT dE REQUIRED EXCEPT 11 4X4 POST a AT ILL ME 6 UPP T ADJ FRA ROOF PLANES. R OR AND ROOF PERIMETER OTHERU1118E NOTED. RAFT@Rb HAVING SLOPES GREATER THAN.3:12 WITH NO L/180 awnLt. ME&u"PORTED BY FRAmNG M�in®aa OR aoLD eLocKnrG. GRADE #{ ' ii- ALL INTERIOR WALLS TO BE 2x4 • 16" O.G. UNLESS OTHERItJIbE NOTED. F1A118 CEILING ATTACNlGD TO RAFTERS = 12- PROVIDE &OLIO BLOCKING OR STUDDING BELOW ALL BEAMS, POST LOADS iNTElRIOR 111AIt.L-8 AND PARTITIONS H/IgO 4 2x6 NAILER LAGGED TO HOUSE IN WOOD STRUCTURE TO FOUNDATION OR DESIGNED BEARING POINT. FLOORS AND PLASTEREDCEILINGS L/3(,O :r RIM JOIST t HANGERS • 16" O.C. '` 13- HOLD ALL FRAMING MEMBERS 6" CLEAR OF EITHER SIDE OF WASTE DRAINS ALL OTWM STRUCTURAL MEMBER& L/240 8" DIA. CONCRETE FILLED AT TUB, SHOWER, AND TOILET. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH CONSTRUCTION TUBE H/360 14- DOUBLE JOISTS OR SOLID BLOCKING UNDER ALL PARALLEL WALLS AND EXTERIOR WALLS-WIND LOADS WITH 15RMTLE FINISHES L/240 BATHTUBS, FEXTEERIOR WALLS-WIND LOADS WITH lJDMLE FINISHER V120 BLOCKING. 16" O.C. ON BEARING WALL 44 ,•3.� . � iz .1 32" O.C. ON NON4gEARiNG W.AI I ING"(PIGGY BACXJ &PAN TABLES � I '+�' f5- NOTCHING REQUIREMENTS FOR EXTERIOR AND LOAD BEARING WALLS= CLIMATIC AND GEOGRAPHICAL DF.81GN CRITERIA 1�IORJZONTAL SPAN bUX/SPAGING { 1 A- NOTCHES IN SOLID LUMBER SHALL NOT OCG® Vb OF THE MINIMUM BATHROOM FIXTURE CLEARANCES DEPTH OF THE MEMBER, SHALL NOT 15E LONGER THAN V3 OF THE UP TO W-01 2xb • 16 ER?O.G. GROUND WIND SEISMIC WINTER ICE SHIELD FLOOD DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN THE 9-1 - WWI 160 O.G. SNOW SPEED DESIGN SUBJECT TO DAMAGE FROM: DESIGN UNDERL4YMENT HAZARD MIDDLE 1/3 OF THE SPAN. II-i • q-11 2x10 • 16, O.C. LOAD (MPH) CATECYaRY TEMP. REQUIRED �-O" u'-0 - I6- 2x12 • 16" O.C. WAT►IR04. "•«r ToviM DetcAY B- NOTCHE6 AT THE END OF THE MEMBER SHALL NOT EXC® 1/4 THE =L r �4m 4" Z" 4" L. DB'TH OF THE MEMBER. a 1u1G�IT � 24 INSIDE ALL C- THE DIAMETER OF THE HOLES BORED OR CUT INTO MEMBER SHALL 1"i11'In"R�"i UNIFORMLY DI6TYRtBUTED LIVE LOAD (PSF) O C30 c �E '8 TO TO -S EXTERIOR NO � , 2005 (� NOT EXCEED i/3 THEDEPTH s�Ll� DTH OF THE MEMBER, MOD WALLS KEF y� D- HOLES SHALL NOT BE CLOSER THAN 2" TO THE TOP OR BOTTOM OF LIVE LOAD EXTERIOR P%AI THE MEMBER OR TO ANY OTHER HOLE LOCATED IN THE MEMBER, 60 IN ACCORDANCE WITH THE RESIDENTIAL CODE OF THE STATE OF NEW YORK R301.2.3, BUILDING A&.so' r 44 `+ E- WHERE THE MEMBER 16 ALSO NOTCHED, THE HOLE SHALL NOT BE DEC" 40 IN REGIONS WITH GROUND SNOW LOADS GREATER THAN 10 PSF SHALL BE DESIGNED IN - °"O1i�'" CLOSER THAN Y TO THE NOTCH, PAbdrB�CGEiR VEHICLE GARr4GEE S 50 ACCORDANCE WITH ACCEPTED ENGINNEERING PRACTICE AND AGSE 1-02 (AMERICAN SOCIETY - di a'M W-W cLEAAMCe Q>) ?I'Mtwmw CULMRANCE a ► Lu ATTICS WTI�IOUT STORAGE 10 OF CIVIL ENGINEERS 1-02). ."rm QDW A no _� .L vATOR� Q �d� p 7 � �,,� 16- DOUBLE JAGICS STUDS AT EACH SIDE OF OPENING GREATER THAN ATTICS WIN STORAGE 2O , 11- PROVIDE SOLID QLOCKNG/15RIDGING OR GROSS BRACING BETWEEN JOISTS AT ALL JOIST MCOPANB. ROOMS Or4m TWAN SLEEPING 40 h •IB- ALL CANTILEVERS TO CIE A 3:1 RATIO. 3x SUPPORTED, Ix UNSUPPORTEDSLEl9"WA ROOM6 30 T 8 ANR6 40 GiUAIRDRA161.8 AND NANDRA1L6 200