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2005-509
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: P20050509 Date Issued: Friday, December 22, 2006 This is to certify that work requested to be done as shown by Permit Number P20050509 has been completed. Tax Map Number: 523400-240-006-0001-016-000-0000 Location: 27 HANNEFORD Rd Owner: KENNETH & DIANA KAMBAR Applicant: KENNETH & DIANA KAMBAR This structure may be occupied as a: Fireplace By Order of Town Board Garage - 3 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, �d 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: P20050509 Application Number: A20050509 Tax Ittap No: 523400-240-006-0001-016-000-0000 Permission is hereby granted to: KENN 714 &- DIANA KAMRAR For property located at: 27 HANNEFORD 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: KENNETH& DIANA KAMBAR 33 THOMAS Ave Fireplace HUDSON FALLS, NY 12839 Garage-3 Cars Attached Single Family Dwelling $150,000.00 Total Value $150,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-509 3131 SQ FT SINGLE FAMILY DWELLING 2005-509 REPLACES 2004-666 $463.82 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday, March 15, 2006 (if a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the own o Quee u T , March 15, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury-Dept ofCorn runty Devolopment,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No. No inspection will be made until applicant has received a Fee Paid valid building permit. All applicants' spaces on this Roe.Fee Paid `$ application must be completed and must appear on the Reviewed B 'application form. Applicant: {(F�(1��7'ft k, r�6¢ Owner: S Address: 3 Y�iAs ,y,v Address: ,a4 cam✓ S / � f Phone#(5-9) 7j/r 7 Phone Property Location: Lot Number: / Ho s Number v Qb Subdivision Name:a4Q , (a -- — Tax Map Number. ,.2 lib. -! New Building: residence /commercial 'Estimated Market Value of Construction: $ Addition: residence/ commercial If an Addition,what will use of now addition be? o Alteration: residence/ commercial o No change to exterior size: residence/com'1 --- 0 Other work(describe ? Check OccupancyInformation 1 Floor 2"Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet V Single-famlily dwelling v Two famil dwellin o Townhouse o Multifamily dwelling #of units o Office p 2004 C Mercantile c Manufacturing N OF UUr-r-1,40-HR4 0 1 car detached e g 0 2 car detached garage 0 3 oar deached garage 0 1 car attached pm Se 0 2 oar attached page 3 car attached garage A 77Z 0 Storage building- commercial o Storage building- residential c Other What is the proposed height of the structure S(o feet b inches Will any second-hand or ungraded lumber be used? If so,for what? wlb Type of Heating System: electric/ oil / gas ood or,od hot air/ aseboard/other: Number of Fireplaces to be installed Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address- Phone Number Builder *M rl - ZWD I ZI-4 0 Plumber I Mason Electrician � 'Declatgtio : please sign below after you have carefully read the statement: To the best of my lmowledge the statements contained in this application,together with the plans and specifications submitted,art a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that Uwe shall submit,prior to ertifieate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrato or irector of Buildin and Codes,an js Bullt Survey by a licensed surveyor;drawn to scale,showing actual location of ne constructio Signature: vrner,owner's agent,architect,contractor Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensnury,1Y Y (51.8)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances Date ' t ` , 20 ♦= tf Permit No. Application is hereby made to the Building& Codes Office for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and Building Code: The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections_ NOTE' to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle apprpr4e,words) Name: ` ,,t ) ;"f � Stove: wood coal pellet gas Fireplace insert Address: ,.. Fireplace, factory-built: wood:-' gas Fireplace, masonry: wood gas Furnace: wood gas oil Phone: 2 - 2 If non-masonary applicance, please provide Owner• ,';, ,' ', 1 i,n, Manufacturer Name: Address: lea.. 'tea" t�.t'Vl' Model Number: Chimney Information Phone: °` /" - 7 (circle appropriate words) Masonry block_ br4 stone Flue tile ;,`steel.;size: inches Exact Address: of construction or installation Factory-Built Manufacturer name: Model Number: Note: Listed By: Number: _ Construction/Installation must con orm to NYS Fire Prevention &Building Indicate(circle) chimney material Code. Consult available Town of Queensbun) Handouts regarding required inspections. Double wall / Triple,vatl / Insulated / Direct venting Chimney Liner � C�,sr2i.3er'�De,�aas•��rextt—Tir�r�rtx� of Qu��ante�bury, lV't3�Y'or.,i�' Fire Marshal Co4s# $Collected $Rcfunded Received from (refunded to):_ `.. �v_ F ' address: A 173 3389 (190) Public Safety � _ —� --` -` A 233 2655 (230)Minor Sales DATE: r "'#` __ '-j Ly White(Applicant) ! Green(Fire Marshal) / Yellow(Bldg.Dept.) J Pink X Goldenrod(Cashier's Dept.) Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: 3 �� Queensbury Building&Code Enforcement Arrive: am/pm Depart 7 t'--ahvpm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: ` 1 NAME: /� PERMIT#: LOCATION: a INSPECT ON: I TYPE OF STRUCTURE: i` ming COMMENTS Fra Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers �a Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more w Headroom 6 ft. 8 in. c 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 ' _ �Y"%����• _t t w' Anchor Bolts 6 ft.or less on center T 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 11/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 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: IA / 2 LOCATION: �il��� PERMIT#: Final Survey Plot Plan Avvroved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the serve has been: Craig Brown,Zoning Administrator Notes: L:\SueHemingway\Buildmg.Codeslnspection.FORMS\Fina1 Survey Zoning Administrator.doc A K E (VAN W06ME6,S �� . • q i c Q R 3'9 90�� I . I AWN PPE 014 6/15/2p01 II b ND �OWN { -- ROD FOUAVI SUpFACE e AV E ME OF Q ••• //J IV SHOREUN& AS ff NOW OR FORMERLY j h WAS LOGIED ALONG T. h I d�• �1 1 KIM 4NSON 0 ) / LANW OF K4UM \ ,1 Al&W if W 1 10711211 �( ( WAMR LW ` TAX MR.• 240.06-1-15 3 APPROXWE LANE , PER CONSENT ORDO? O S 88'14 ,E NO. 1?-008-00f �— 1 f2.5' irl0 SNORE) AfASONRY41 (REVISED: 12120101)r --—- —_ - _ _-IL �1.ot , , 25.50"' �03 U1L�RA90 RaNxvc I, BLOCK •• •\ \ ?� cnr m/�I - I:tlO' qI� N POL?75� PIPE SAS FRAME C MP FOUND GARAGE i If 24.18' ' i 3 ———— 4 _ Q STAI I CAPM/rtWy� 01 a_a—a--o_o_—1.0' 6 .. ROD Fawn: S 88'14' E �t.0 1 g• <'" \nMBER I STEPs �nAre�rr 183.00 can tWnr (SEE MAP REFERENCE f 4) RETAINM \ \ _ . DIRT WIU Eawo D R00 FOUND � C r �$� ^ � I {} 20' LEDGE 7A-1 �' � PARKING G+� ` ,• // \ \ I951 SNORELNVE AS O11 AREA 41 9 MN ONANPW. +� j ^ t i -••-.._.._.._.._.._.._.._.._..20' SE784CKUNE_ ,_.._� _ _ _.. / PARCEL AREA: _.._.._.._..� \ I '"'OOo ' 1 0.411 ACRES± \ \ tp CONCRETE SIGN HEADWAu: I �� (17,905.5 S.F.±) o • \� \ t I , (EAST SIDE OF FIREPLACE f30.7' N I1tF'1I��� 1y PILOT KNOB ROAD) CHIMNEY "\ \ , O tJ � I CAPM Bra" :o S7ID5 88.14 W j I ROO s=r 5.44 '� 30 ��1"' 3 BAY 30' — C�PPm m�cw l ±27 24.66' _ \ `Ian SEr J — _ / GARAGE 4!•' (TO SHORE) \9�,,,t 7- WOOD CASED DEED REFERENCES • ��� PARCEL AREA: •• �A�aw� 10. RODS� o � '"•"'III s 88 14 E T � WooO DE K — — — — — — — — — — — — — — — —I — — — �w� �. 02 ACRES± DECK 1) SAMOIL MOISE _ _ "I (OR SUCCESSORS, AS TRUSTEES OF THE \ 879.5 S F.± ---"-'� WOOD DECK �� — SAMOIL MOISE LIVING TRUST) (WEST SIDE OF Rao FOuw GPPEU�N ( o `� 2 STORY ,, ORNEWAY AND STEPHEN A MOISE PILOT KN08 RAID) R0D fOUND o � 'ti WOOD FRAME NOW OR FORMERLY W I ; / / GARAGE ►1 TO \' I� �. HnILSE � - t i LYD14 ELLEN DRUZBICK (A MINOR) • o ` ru - I 'J ;� (4/B/2006) KENNETH & DAM KAMBAR DID. 1/26/2001 4.1 EM/LY DRUZBICK, AND . ��^ Pqnp Tp,L,E h h� \ HANNA DRUZBICK ^ o :t i EXISANG o � \ N o e 5 PARCH ROOF '�' 1202/127 i► I ' RCD. 1/3112001 : ' : . DID. 6/29/1994 RCD. 6/29/1994 918/258 pl ^ ` \ z� l j y 20_SE7$ACK LINE f P/O X MAP: 240.06-1-17 2. N Q- J GARAGE TO TA 2) SAMO/L MOISE NOTE I o W urL j i BE REMOVED Q TO \,` I 2 POLE 20 i E(I51/Nc O KENNETH & DAM KAMBAR RIGHT-OF WAY PRIVILEGES OVER 10' STRIP NM 274 DID. 112612001 PREVIOUSLY GRANTED TO JOHN A & JUDITH NYT 25-5 U>< j^ Q � PARKM t4 . SHAPER, BY DEL�D DATED ✓ULY 2. 1979 AND Il= 19.4 p pLE� I ;� RCD. 1/3112001 1202/130 :.FILED IN BOOK 626 AT PAGE 152. / N 88'14 W Z (QUIT CLAIM DEED) ` Roo FVUhV bl PDINI° D 185.52 RIGHT.--OF-WAY PRMLEGES OVER 10' STRIP c'P�NWN IRON It00 ' ALSO.HELD BY KENNETH & D64/WA KAM6AR of I Q BY DEW DATED JANUARY 26, 2001 AND FILED'-IN BOOK 1202 AT PAGE 12Z FRAME PUMP I MAP REFERENCES .. . HOUSE V� FRAME HOUSE 1) MAP OF LANDS TO BE CONVEYED BY SAMOIL AND STEPHEN A. MOISE TO KENNETH D. & D14NA M. KAMBAR, DATED AUGUST 22, 2000, MADE BY COULTER & McCORMACK, UCENSED LAND SURVEYORS, GLENS FALLS, NEW YORK. NOW OR FORMERLY 2) "NAP OF A SURVEY OF A PORTION OF THE LANDS OF SAMOIL MOISE & LYD14 ELLEN DRUZBICK (A MINOR) . EMILY DRUZBICK, AND STEPHEN A. MOISE-, DATED AUGUST 6, 1986, MADE BY COULTER & HANNA DRUZBICK MCCORMACK, LICENSED LAND SURVEYORS, GLENS FALLS, NEW YORK. 9181258 SHOWING IXISTING SITE IMPROVEMENTS 3) IMAP OF A SURVEY OF LANDS TO BE CONVEYED BY GRANVILLE A. BEALS TAX MAP: 240.06-1-17 PREPARED FOR TO JOHN ALDEN BEALS.", DATED JULY 29, 1986, MADE &BY COULTER McCORMACK, LICENSED LAND SURVEYORS, GLENS FALLS, NEW YORK KENNETH & DIANA KAMBAR 4) ASAP OF LANDS OF WILLIAM J. LATHAM; FILED IN THE WARREN RECEIVED COUNTY CLERK'S OFFICE /N OCTOBER, 1921. DEC 0 6 2W6 SITUATED /N TOWN vr %A%or-tNsdURY TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK BUILDING AND CODE TAX MAP REFERENCE SCALE: 1" = 20' APRIL 8, 2006 SECTION 240.06, BLOCK 1, PARCEL 16 d x` SURVEY & MAP BY DONALD L. PIDGEON, Jr. LICENSED LAND SURVEYOR ONLY COPIES MADE FROM THE ORIGINAL OF THIS UNAUTHORIZED ALTERATION OR ADDITION : N.Y.S. LICENSE NO. 5OJ72 SURVEY MAP WHICH ARE MARKED WITH AN ORIGINAL TO A SURVEY MAP BEARING A LICENSED OF THE LAND SURVEYORS EMBOSSED SEAL AND LAND SURVEYORS SEAL IS A VIOLATION .o ' BEARING THE SURVEYORS ORIGINAL SIGNATURE IN OF SECTION 7209 SUBDIVISION 2. OF Q3�ti 16 MICHAEL ROAD RED INK, SHALL BE CONSIDERED TO BE VALID THE NEW YORK STATE EDUCATION LAW. AND TRUE COPIES. ^ FORT EDWARD, NEW YORK 12828 �' (J (518)792-4146 Q-115-4 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/U Pepart: _am/pm Date Inspection request received: _ Inspector Initials: —,— NAME: PERMIT#: D . LOCATION: _ DATE: TYPE OF STRUCTURE: Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors wards 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 CNk-5j CbCu Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches laterior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells s fety glazinn Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window /Plumbing fixtures Foundation insulation U- V&< Floor truss,draft stopping finished basement 1,600 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 Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''V2"Gypsum asement stairs closed rise>4 inches (Garage Floor Pitched Garage fireproofing/%hour fire door/door closer 5 Duct work Sealed properly as Logs in Sealed or Qlaq triclosure final Electrical j I I Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/-Dart. pm'7 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: C/ NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: i Y N N/A COM ENTS Framing Attic Access 22"x 30"minimum `� A Jack Studs/Headers ` Bracing/Bridging {N� w 7 p L► ✓' �—�G U^J �2 Joist hangers Au, 6X& _F0 S_r5 Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. v!_�' S-r� 7c, Stairwells 36 in.or more L C-C��� 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 IA14 WC Draft stopping 1,000 sq. ft. floor trusses r Anchor Bolts 6 ft.or less on center �q���r�5 ��C�� ��✓C ���\ Ice and water shield 24 inches from wall f► Fire separation 1, 2,3 hour Fire wall 2, 3,4 hour /A/ S/�G Firestopping l 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 Rd/—A Ceilin wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) r 1 5.7 sf above/below grade 5.0 sf grade l 3 : Foundation Inspection Report 0 ` P�1/ Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: anvp ., Depart: m/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: _ (C� Y PERMIT#: � - 0 LOCA`CION: _ INSPECT ON: — =- � TYPE,OF STRUCTURE: Comments N N/A tings ------- ---------_ 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 pose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under Slab Backfill Approval i Plumbing Under Slab— PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway"Building.Codes.Inspection.FORM SToundation Inspection Report.doc January 28,2003 /U Queensbury Building & Code Enforcement - Residential Final Inspection L Office No. (518)761-8256 Arrive: •'3a am/pm Depart: am/pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: LOCATION: DATE: ot � TYPE OF STRUCTURE: Comments Yes o N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks, atios more than 30 inches above grade '—,�y'�c� lee i le. / c.- Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers f/��J ff� Ja� /. ✓ i� �"' Grade away from foundation 6 inches with 10 feet n 6 inch clearance to sill late C, ,ee"'`'Ve '" Gas Valve shut-off exposed/regulator 18 inches above grade ti Jo Greti Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing ��v�✓�1aa +WC Interior Smoke Detectors: A A l47 Every level: Every Bedr�qm: Qfi Outside every bedroom area: Inter Connected: ✓Batte backup: "� �/� jj /�►+ h Carbon Monoxide Detector c'- �6�13 T`r ;2 Attic access 30 inches x 22 inches x 30 inches(height)in accessible area ,`���� Crawl Spaces 18 inch x 24 inch access, 1 s .ft,150 s .ft.vents � Bathroom Fans,if no window Plumbing fixtures ol 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 Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum''/2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched ii f Garage fireproofing/3/4 hour fire door/door closer 5e. ,r,,,� !/ r illi ix �j�r! �- Duct work Sealed properly 7 Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker x�ecp limos ✓Jr+�t4 Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/®[Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: , Queensbury Building&Code Enforcement Arrive: am/ epart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: S �j LOCATION: INSPECT ON: _ TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers 1 Bracing/Bridging / 1 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 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 l Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: ant/pin Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: (A&AQ ` NAME: PERMIT#: _ `J LOCATION: �'���ro� INSPECT ON. _ — TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place ontractor is responsible for providing protection from freezing � for 48 hours following the placement j 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\Building.Codes.Inspec tionTORMSTounda tion Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: _ Queensbury Building&Code Enforcement Arrive: am/pm Depart:Z: 742 Bay Road, Queensbury,NY 12804 Inspector's Initials_AA NAME: _ PERMIT #: �'�i LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Liumbbj Vent/Vents in Place , -Rough Plumb' ail Plates ` �. 1 '/Z mch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Family 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: —7c(,L, — J L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: ! = Queensbury Building&Code Enforcement Arrive: am/p epart: 1 am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: � 0k M INSPECT ON: TYPE OF STRUCTURE: Comments ^� Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place ^ Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab C/Cast/Copper Foundation Insulation teri /Exterior r R- f , Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORM STounda tion Inspection Report.doc Januajy 28,2003 J. Foundation Inspection Report 4 Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pfin Depart anv`pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: e LOCATION. �►-R,� ' INSPECT ON: _ /t , 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 �✓ ��- ��� �I-5 �i SGc+:5�� Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil oly for wet areas under slab ackfill Approval Plumbing Under Slab n PVC/Cast/Copper ( � � I " Foundati "J Insulation Interior/Exterior I R Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMs\Foundation Inspection Report.doc January 28,2003 Town of Qsloensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Wood Burning Fireplace/Stove Inspection Regort 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 tom- instructions or specifications is allowed. Permit ZZ Schedule Inspection �`�I� Time 0'65-1�"m anytime Inspector' RS Name,-- Address 2f Rough W Final Appliance Manufacturer yau Model# LDT�L� -C�l/ Masonry Chimney Factory Built Chimney ue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) Safety Strip Installation(fireplaces only) Firestop(s) Vertical Chase Wall Penetration Chimney Clearances to Combustibles Chimney Termination 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Combustion Air Hearth Extension Mantel(height above f/p opening) Fireplace Doors /Screen(required) WIwe-BdMft Depk YeII -C41W Pick-Fin Manhd Town of Q*ensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-SM/761-8206 fax 745-4437 Factory Built Wood Burning Fireplace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is&lowed. Permit#�s Schedule Inspection Time fl 1 3Jr pm anytime Inspector Names Address Z rQ Rough In Fin__r,44 4�1 &l Appliance Manufacturer a Model# -�?2, Masonry Chimney Factory Built Chimney Flue Size 6 / Double Wail Triple Wall Insulated Yes I No J N/A Comments Floor Protection Clearances to Combustibles(all sides) Safety Strip Installation(fireplaces only) Firestop(s) Vertical Chase Wall Penetration Chimney Clearances to Combustibles Chimney Termination 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Combustion Air Hearth Extension 4 Mantel(height above f/p opening) Fireplace Doors (Screen(required) White—Baildtnb lkpk Y —C Pink—ire Marshal Foundation Inspection Report Office No. (518)761-8256 Date Inspection request re ived: Queensbury Building&Code Enforcement Arrive: am/pm Departy' i am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: �Q NAME: --, PERMIT#: LOCATION: _ INSPECT ON: — — TYPE OF STRUCTURE: Comments Footings Y N N/A — Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. erials for this purpose on site. undation/Wallpour Reinforcement in Place ,10 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. LASueHemingway\I3uilding.Codes,InspectionTORMSToundation Inspection Report.doc January 28,2003 Town of Queensbury Fire Marshal 742 Bay Road Ica Queensbury=NY 12804 761-8205/761-8206 fax 7454437 Factory Built Wood Burning Fireplace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's �j instructions or specifications is allowed. Permit# ' / Schedule Inspection C0 1 Time ?�U anytime Inspector k1,t,?Y1'r'S Name hGbfl � Address -� Rough 11 /``'—Final kppliance Manufacturerle� Model It �tI/yIG-e1Z Masonry Chimney Factory Built Chimney Flue Size Double Wall Triple Wall.Insulated_ Yes No N/A Comments Floor Protection Clearances to Combustibles(all sides) Safety Strip Installation (fireplaces only) x Firestop(s) Vertical Chase Wall Penetration Mimney Clearances to Combustibles chimney Termination I feet above roof penetration;2 feet above my combustible construction within 10 feet combustion Air 3earth Extension , �fGpLt�rL UCS� dantel(height above Up opening) ireplace Doors/Screen(required) Vhite-Budding Dept Yell - mer Pink-Fire Marshal r / Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reque t received: Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: o NAME: _ IC� �3 _ PERMIT#: A- LOCATION: _ SNUG /2,D _ INSPECT ON: TYPE OF STRUCTURE: Comments Y Ni N/A Footings ------------------------ S i Piers Monolithic Slab �� D Reinforcement in Place V � v The contractor is responsible for' I U providing protection from freezing for 48:hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHemingway\Building.Codes.Inspection.FORM S\Foundation Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/Pm art: am/prn 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT #: C� LOCATION: Y INSPECT ON: - TYPE OF STRUCTURE: Y N N/A 119 PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Coo er,CPVC,Pex One and Two-Family nsulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces , C mbustion Air Supply for Furnace uct work s�ed�erl /No duct to e /CC-� , COMMENTS: L:\.Sues-temingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspecoop reAjest received: Queensbury Building & Code Enforcement Arrive: J m/, m D part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: MV o2 INSPECT ON: 2$ le6e TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes 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 LV/j COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 1J Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r� "gam/pm received: Queensbury Building & Code Enforcement Arrive: ' am/pm�pepart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: t !�61'-Y- PERMIT #: DS .7e� LOCATION: a PLC fzZNA'-.�> 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 / 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 oi / sulation / Residential Check / Commercial Check 6(� Proper Vent Attic Vent Duct/ Hot Water Piping Insulation Cry,jp ,- If required unheated spaces Combustion Air Supply for Furnace `J+T-R Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 3 am/p� am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: -3' - Y N N/A PVC: R-1,11-2,R-3,R4 Drain/Ventsj Cast Iron,Copper Drain/Vent/Comm. l l Plumbing Vent/Vents in Place Rouo Plumbing/Nail Plates 1 % inch min.Drain Size /Washing,Mpghine Drain 2 inch min. Head o Air jupply Test Drain sn&Vents ' 5 PSI or 10 feet above highest ' - connection for 15 minutes Cleanout every 100 feet/chan a of direction Water Supply Piping Cooper Commercial Coo er,CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Su 1 for Furnace Duct work sealed properl /No duct tape COMMENTS: L:\SueHemingway\13uilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspectiop re est received: Queensbury Building & Code Enforcement Arrive: � am/pr� epart: amffim 742 Bay Road, Queensbury, NY 12804 Inspectors Initials: V NAME: vim,b LL PERMIT #: 0 S— -CS LOCATION: a2Z I`l�1�tv.�- un� (Z�_ INSPECT ON: TYPE OF STRUCTURE: Al�y r1 Y j N N/A .tmbin Nail Plates Plumbin Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction PT -Test Drain / Vent f Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes A0 r P T05t XO ter Supply Piping / HeadP.S.I for 15 minutes ential Check Commercial ChecklL1�Q R�g Proper Vent Attic Vent Duct/ Hot Water Piping insulation If required unheated t� Combustion Air Supply for Furnace t work sealed properly / No duct toe + Q CFwzo kt--) COMMENTS: (� u A2.2acv LAPam Whiting\Building&Codesunspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report / Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 19) am/pm epart: am/p 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: X�n7 �- PERMIT #: C/)6 LOCATION: 2 /� INSPECT ON: 3 �k TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2, R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 h inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Family 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: LASueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: ( WJ am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: - NAME: PERMIT#: LOCATION: INSPECT ON: 311AZ TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/2(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor 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 :kl 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 Ceilin /wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade ____ I L- I I L:\SueHemingway\Building.Codes.inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Town of Queensbury Fire Marshal 4DW 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 7454437 Factory Built Gas Fireplace/stove Insvection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance,No deviation from the manufacturer's instructions or specifications is allowed. Permit# d _ Schedule Inspection 3 04 Time am pm anytime Inspects `.,-l� D b Ruh Iu I/ Final Aeleiress �t,'�' � g _..._. _.... Appliance Manufacturer_�_ _ , - _ — Model# Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Nl C o,C 4s ,Disc c4fe-D Clearances to Combustibles (all sides) ✓ ,vGHo►2 ��/T T �/ �'g'�s Fire stops) 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 an ) Al, ✓te�pf Y 67,,-,) - Mantel Height above Vp opening Witness Operation��- C,411 e,2 Tank Placement (if LP) w1we-B"ImngDept. Ye�Mw Cat r I pink-Fin mar" Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 311 a am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: - PERMIT#: l � LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour 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 L:\SueHerningway\Building.Codes.Inspection.FORMS\I--raming Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Re or Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 3 4-d, am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: r PERMIT LOCATION: 7 ° INSPECT O G TYPE OF STRUCTURE: __- Y N N/A PVC: R-1,R-2, R-3,R4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rou Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial CPVC,Pex One and Two-Family -ftiulationJ-kesidential Check/Commercial Check fro—per Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces .. 04 5 Pt dre L Combustion Air Supply for Furnace Duct work sealed properly/No duct toe COMMENTS: L:\SueHemingway\Building.Codes.lnspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Town of Queensbury Fire Marshal low 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas Fire glace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or specifications is allowed. � t Permit#dL� 50 — Schedule Inspection C` Timed am pm anytime InspecICN Name w Er Address �� l 1�-��-,- Rough In_,,_lain Appliance Manufacturer4�L �i 41:�-�Model# Direct Vent Factory Built Chimney Flue Size Double WaIL Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) T 6dh,.Pe Firestep(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) _ � Yellow r Pink—Piro Mar" Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: , Queensbury Building& Code Enforcement Arrive: am/p ep irt: a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial QPD S`.-6Q NAME: PERMIT#: LOCATION: 2 INSPECT ON: TYPE OF STRUCTURE: Y Framing N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %s (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour 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 1 Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) j 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 00 LAKE QEt?FtfiE. : . z co O ( tST(TUTION WAY ROUTE 9L ' o ' SUBJECT ' PARCEL � A K E � BAY) LOCATION SKETCH \� (VAN WORMS G 1� . . . 1 E I Q 10 O 4O 60 IGE R 319.9o') IRON � Revisions: Date: 2001 I PIPE CAPPED IRON Graphic Scale: 1 Y=20 I ROD FOUND i 1 REVISED FOR SITE PLAN SUBMISSION 4114104 �N 6/15 I ( FOUND / ACE ELEVATION I 1 1 CAPPED IRON WATER SURF I( ROD FOUND 2 REVISED PER THE TOWN ENGINEER'S COMMENTS 7/0 M � l W 3 �HPERP FNDIGULAR JJ LEGEND OF PROPOSED IMPROVEMENTS: 4 TO SHORELINE, AS /T 0• NOW OR FORMERLY OS D PR P E h EDGE 0 o GE OF PAVEMENT WAS LOCATED ALONG %** 3,. K/M T. HANSON � / LANDS OF KAMS AR ; 1 388±SF ADDITION 5 ( ( ( MEAN HIGH Q z- 10711211 a - -- - -- SUBJECT PARCEL PROPERTY LINE APPROX/MATE LINE 1 WATER LINE 3 (INCLUDING 2ND STORY) 3 6 /' 3 TAX MAP: 240.06-1 15 FRAME HOUSE - EASEMENT LINE PER CONSENT ORDER p \\ NO. 12-008-001 ° '1 S 82.54 (TO SHORE) v MASONRY PROPOSED PU\NTING BEDS \ �y (REVISED: 12120101) - BUILDING SETBACK 7 " •y.D.t � �- 3 � ROAD RETAINING FOR BUSHES, SHRUBS AND 25.50' J UTL• SIGN WALL - BLOCK FLOWERS. W �i�■ BUILDING 4a.4' �� POLE IRON STEPS81 Dsot/nr NM 26 PIPE FRAME CAMP GARAGE L� O (21 NYT 6 FOUND 00 24.18' 1.0' 3 9 'L� ) �E 3 3' TAIRS CAPPED I .1.5 °-°-°-° o SToC oNC o-o-°-o- 3 IROD FOUND S 88'14 E �• O & STEPS 18"HICKORY 183. �-� V mac` ! d x• /�/ 0) \TIM, L1144 94 �CONCRET r `Q'J. DIRT ROD FOUND � "`" RE A/N/NG COPPED IRON C� m p / J (p WALL EXPOSED t N )0"MAPLE ` J/ WINGO LS F�A� C `� EXISTING SIDEWALK TO BE REMOVED AND- 20 LEDGE EW •�� �i� PARKING c+ \ \ G 1951 SHORELINE AS R PLACED WITH GRASS/ADDITION. N : O , \ SHOWN ON fAP R£F.) LAj\ fo SHOWN 2 AREA 2' 20' SETBACK LINE a"MAPLE ` EXISTING TREES TO REMAIN \ '� ti . • �� i �' WOOD o PARCEL AREA: 18-ASH _ - �. �` • 0.411 ACRES.± AND BE PROTECTED DURING • ` r _w • \ rg,�y o ` a ,o s1cN ° (17,905.5 S.F.f) o CONSTRUCTION. (iYP.) �$ •• \� (EAST SIDE OF 24 4� 30.89' EXISTING WELL TO REMAIN AND BE �`--��--� HICKORY PILOT shoe ROAD) rn PROTECTED DURING CONSTRUCTION. P s 9 4,0 CAPPED IRON S v N 68'14' W � ROD SET 5.44 PEO IRON PROPOSED Seal "111"1j11,, ", y\\\o Seal SITE NOTES: ' 30' „ihnan uuSS1, ��` TOP OF RIM TO BE FLUSH WITH FINISHED f27' ' 24.66' 19•4� ROD SET \ �$ 880.E SF PAVEMENT ELEVATION. WELL COVER SHALL PROJECT MANAGER DATE PARCEL AREA: •• CAPPED IRON TO SHORE) ROAD S 8• , E 2 STORY BE WATER TIGHT. 1. TOTAL PROJECT ACRES: 0.431 AC GOPPEO IRON SIGN i 0.02ROD SET RODS SET o ( FRAME GARAGE EXISTING 257.4 SF 879 AC.f-. 30' 84& ,� 2. EXISTING ZONING: R-IA)WATERFRONT RESIDENTIAL 1 ACRE (879.5 S F.f Q W GARAGE TO BE REMOVED (W ) (WEST SIDE OF i Roo FOUND CAPPED IRON o q 44� M AND REPLACED WITH PROJECT ENGINEER/YECT DATE PILOT KNOB ROAD) ROD FOUND O -o Y /I Now OR FORMERLY W '? m ��' 4¢ / Q , NEW DRIVEWAY. 3. EXISITNG USE: SINGLE FAMILY RESIDENCE '� PROPOSED USE: SINGLE FAMILY RESIDENCE T�9�y LYD/A ELLEN ORUZBJCK (A MINOR) o y a 4� m (/i �j PROPOSED ASPHALT EMlLY DRUZBICK, AND Q W - Y o DRIVEWAY(TYP.) PROJECT DESIGNER DATE HANNA DRUZBICK ^ o D.BOX / `% 4. 2 STORY FRAME HOUSE AREA: EXISTING PROPOSED 0 DTO. 6/29/1994 N h "� 1 111_.1 RCD. 6/29/1994 918/258 0 0 78, + o' ETBACK LINE '�� EXISTING ASPHALT DRIVEWAY 1,570±SF 2,958±SF P/O TAXiMAP: 240.06-1-17 z N 4- _-----I TO BE REMOVED AND o u zo uAPLE 5. GAPAGE AREA: EXISTING PROPOSED NOTE• z e Poi£ Za +�O REPLACED WITH GRASS. 257.4 SF 880.6 3F RIGHT-OF MAY PRIVILEGES OVER 10' STRIP NM 274 Q CO right CC) 2004 PREV/OUSL:'" GRANTED TO JOHN A. do JUDITH NYT 25-5 22 aac LEDGE "Da s 19 4' UTL. IRON PIN FOUND L 6. PRJIPOSED NUMBER OF LOTS: ONE " SHAFER, BY DEED DATED JULY 2, 1979 AND POLE 0.65' WEST OF FILED /N BOOK 626 AT PAGE 152. SAL SMALL PROPERTY CORNER CFn4RCEDAR Drawing Alteration N F8.14' W 7. VARIANCE REQUIRED:SIDE SETBACK RELIEF, DUE TO ADDING It is aviolation of law for any person, RIGHT-OF-WAY PRIVILEGES OVER 10' STRIP �Ems;IRON �t 185.52' '� �' ALSO HELD BY KENNETH & DIANA KAMBAR o trj 2' EXPANSION OFF THE FRONT OF THE EXISTING HOUSE AND A unless acting under the direction of licensed Q Architect,Professional Engineer,Landscape BY DEED DATED JANUARY 26, 2127 AND USABLE SECOND FLOOR. Architect,or Land Surveyor to alter Rem FILED IN B00K 1202 AT PAGE 127. PUMPFRAM ' �PLTIMANT NOTE:THE EXISTING HOUSE IS A PRE-EXISTING NON-CONFORMING on this document in any way. ,it1L--i----••']J PLANTER HOUSE - CONDITION THAT RESIDES OVER THE SIDE SETBACK LINE. Any licensee who avers this document is required by law to affix his or her seal ISTING 3 TIER WOODEN DECK PROPOSED FRAME HOUSE rv,r LARCE EXISTING TREES TO REMAIN VARIANCE GRANTED ON MARCH 24 2004. and to add the notation" By" 0 REMAIN AND BE PROTECTED CEDARS PROPOSED PLANTING BED AND BE PROTECTED DURING followed by his or her signature and the SECOND FOR BUSHES, SHRUBS AND specific description o1 the alteration DURING CONSTRUCTION. STORY DECK • LARGE CONSTRUCTION. (TYP.) or revision. CEDAR's FLOWERS. 8. APPLICABLE SETBACKS AREAS FOLLOWS: NOW OR FORMERLY EXISTING 1,570± SF LYDIA ELLEN DRUZBICK (A MINOR) FRAME HOUSE REQUIRED EXISTING PROVIDED EMILY DRUZBICK, AND (HATCHED AREA FRONT YARD(1) = 30' 80' 78' HANNA DRUZBICK PLUS SECOND FLOOR) FRONT YARD(2) = 30' 57' 30.9' 918/258 SIDE YARD (1) = 20' 53.7' 24.4' TAX MAP: 240.06-1-P7 SIDE YARD (2) = 20' 5.4' 5.4' REAR YARD= N/A N/A N/A 9. BUII-DING HEIGHT: APD Engineering ALLOWED EXISTING PROVIDED 3445 Winton Place-Suite 208 28'MAX ±22.6' 26' Rochester, NY 14623 10. PERMEABILITY: 585.273.0273 585.273.0276.fax ALLOWED EXISTING PROVIDED www.aP&COM 65% ±84.3% 79.9% 11. FLODRAREA: Kambar Addition ALLOWED EXISTING PROVIDED 22% ±9.7% 20.4% 13 12.THE SETBACK LINES AND NOTES RELATED TO SETBACKS SHOWN 27 Hanneford Road HEREIN ARE INTENDED TO SHOW APPLICABLE ZONING REQUIREMENTS OF THE TOWN OF QUEENSBURY AS OF THE DATE Town of Queensbury OF THIS MAP AND ARE NOT INTENDED TO IMPOSE ANY ADDITIONAL RESTRICTIONS OTHER THAN SAID ZONING Warren County, NY REQUIREMENTS. 13.ALLEXISTING BUILDING AND SITE INFORMATION SHOWN ON THIS PLAY IS REPRESENTED BASED ON USE OF THE LISTED REFERENCES. Project Name & Location: 14.THE CONTRACTOR IS RESPONSIBLE FOR SECURING APPROVAL, FOR ALLPROPOSED TEMPORARY CONSTRUCTION STAGING AND WORK Site and AREAS, FROM ALL REQUIRED MUNICIPAL DEPARTMENTS, PRIOR TO COAMENCEMENT OF SAID STAGING OR CONSTRUCTION. Landscape Plan -APPROVED-APPROVOED Drawing Name: Application 1 2004 Project No. Date: 2/16/04 REFERENCE 04-01 O6 Zoni Administrator TOWN F OUEENSOURY Type: SURVEY PROVIDED BY DONALD L PIGEON,JR. LAND SURVEYOR, DATES JANURY 25, 2002 AND LAST REVISED MARCH 12,2003. Drawn By: CVK C 1 Scale: 1"=20' Drawing No. 24x36 LAKE GEORGE . z ,a 0 0 a z H ' O STTfUTION WAY ROUTE 9L ' o ' 0 SUBJECT 1 PARCEL 1 L A K E �--� ER,S BAYS LOCATION SKETCH \� VAN WARM 71� 10 0 40 $0 ORevisions. Date: E 319G Graphic Scale: i"=20' ON 6�15� o gt10N i I� 1 REVISED FOR SITE PLAN suBfuusslON 4/14J04 • \ WATER SURFACE EL� 2 REVISED PER THE TOWN ENGINEER'S COMMENTS 7/0 M J , PROPOSED RAISED PLANTING BED w 3 . J� SHALL BE CONSTRUCTED TO PRECLUDE LEGEND OF EXISTING/PROPOSED IMPROVEMENTS: 4 • J) RUNOFF TO ADJACENT PROPERTY. 4 EDGE OF PAVEMENT L � PROPOSED 2.0'WIDE AND a SUBJECT PARCEL PROPERTY LINE 5 (�I• MEAN u� O a o X0. 1, 1 DEEP STONE INFILTRAT N W 1 k6 C / 3 x� xo TRENCH (TYP.) 3 - - EASEMENT LINE 6 R MASONRY PROPOSED DOWNSPOUT - - BUILDING SETBACK 7 R , / RETAINING ; PROPOSED , AND SPLASH BLOCK uTL. S/ MI l / WALL BLOCK e / / W BUILDING POLE 1 I l I l l srEPs , ADDITION FOR GARAGE GUTTER 8 NM 11 111 i II / i / // i i I \ FRAME CAMP x ��� FF=370_5_0_ ' GarzacE x�a? \\ �65 �, 1.0' 1 O 3 PROPOSED SILT FENCE 9 STOCKADE/FE x 69. 69 3 370 PROPOSED CONTOUR ELEVATION NCE 9 °-o-o-o-o o- `r ' "nMBER cn I1111 I I I I , 1 1 I I 8" IOVCO I STEPS O \ 1� I I I I I 11 I I 1 , 1 I I 1 A W/ _ M8 / g? O j T ' O \ 1 11 1 I I 1 1 11 I I 1 // 1 /// CAI"lNG 1 1 0 y 4 X 369.50 PROPOSED SPOT ELEVATION F 4= CoRET J 1 cn I l 'h 1 rur, i, ~ ` o g // _,01RT' I l \ 1 �+ t 1 I / / x� 6 x LEDGE . EXPOSED `O"O`HWWw array ", WINGWA S C \ I 1 \ \ \ \ o / �� S , / I \ \ .� / / g "gpuuum ,. PARKIN 1 \ 1 I I / -5 I / 5 to-MAPLf ---- 368 ----- ���` S```���d W. � O � � � I \ \ I ,�' EXISTING CONTOUR ELEVATION \, c / \ 1951 SHORELINE AS 1\\\\\ \ \ \ 1 1 f I I I 1 1 ' I / 9 36 6 369.50 SHOWN ON NAP REF.I�� , W ��' \ \ \ \ o \ \ 1 1 , , I , 1 ' I ,• �J-MAPLf 9 , x!Pg. EXISTING SPOT ELEVATION c / \ N0. 2. h 2 \ \ 1 \ \ 1 l / \\\ lj W 1 1 1 \ \ 1 11 1 1 r i i 1 I i i I / qx 1B-ASH 369.10 _ _ w o. WOOD I i 1 1 1 1 , 1 i I / / I I I ' i'EXISTING G�s`°s' 369.80 368.00 �e FF h ;w= CONCRETE SIGN 1 1 1 1 1 1 1 1 1 1 1 1 / TERALS 369.0 q X ( PROPOSED FINISHED FLOOR ELEVATION z .• \ w HEADWALL I I I 1 1 1 I 1 I / I 1 1 I I I / 569• yG9' x 30.8 ' \\ I I I I I tg• 1 1 I 1 I { \ rrrnrn,nuumu `` FF 'ADO ` \ EXISTING FINISHED FLOOR ELEVATION Seal nrrrrrruw,u," f� Seal FBSSI EXISTING WATER SERVICE 69� , 369 x9 w x�° q xy 369.50 PROJECT MANAG R DATE 69! 9.38 EXISTING WELL TO REMAIN AND BE / --� / �,\\ \\,\oK, �DKI I X 69 370.50 X3 369.72 PROTECTED DURING CONSTRUCTION. EXISTING UTILITY AND GUY WIRE EDGE OF \ , , I 1,1 \ \ 1 1 1 1 ,' 9 / y 369' TOP OF RIM TO BE FLUSH WITH FINISHED \ 1 \ \ I �,. PROPOSED o x WATER - CONCR- EE I , 1 I 1 1 I I \ \ \ ) I ODD QeCK HEADWALL\ _ I\ 6 I I I I 1 \ \ I 1 I FRAME GARAGE I 1 ' PAVEMENT ELEVATION. WELL COVER SHALL PROJECT ENGINEER/ARCHITECT DATE 9 1 I I l i r, i i 1 11 1 i I I 9 FF=369.80 x / BE WATER TIGHT. 69. 1 Ie p 1 ; I I = I ►, ; 11 , \ ,Z/ , , 1 `, \ , , , S N44z;4. �,M--- 7///y \ \ a I , 1 1 , 1 \ , EXISTING WATER SERVICE TO tI 11 11 11 i 11 , b 9.e 69.65 i c� PROJECT DESIGNER DATE 3 .7 I REMAIN AND BE PROTECTED ox / ► DURING CONSTRUCTION. 60, I ► NI 1 F4L / 1 1 I I I / / / I Z 9 0 \ 370.10 \ o , \ \ \ 1 \ 1 1 1 1 1 1 lwA 6 ► X \ ' \ \ \ \ \ , ,20 UWPL� 4 I , , 1 1 1 ' , 9 370 370.25 . 99 NOTES: arc.1\ \ \ \ \ \ , \ 1 , , , 1 1 , 1 1 , I '6 1. ALL EXISTING BUILDING SITE GRADING AND UTILITY INFORMATION SHOWN CO ri ht C 2004 \ POLE 1 ��- r r p g \\ NM 27k \ \ 2� \ \ \ \ 1 \ \ \ \ \ \ \ . �,� „ -• -----_J_, ON THIS PLAN IS REPRESENTED BASED ON USE OF THE LISTED REFERENCES. "�H° APD E.eaa-ara ' 1 11 1 1 , 1 1 \T\ '\ J /ALL�37° SMALL 2. NO IMPROVEMENTS TO THE EXISTING SITE SANITARY,WATER, GAS, ELECTRIC, Drawing Alteration \rn\\ \ \\ unless acting It is a violation ft law directionfor of 6 prised \ , AND TELEPHONE SYSTEMS/SERVICES ARE ANTICIPATED FOR THIS EXPANSION. o a \ ��°' Q UTILITY/STORM DRAINAGE SYSTEM IMPROVEMENTS INCLUDE PROPOSED Architect,Professional Engineer,Landscape TOP OF I'IRON PIN �o" Architect,or Land Surveyor to alter any item 1 1 \ \ \ \ \ TIMBER FOUND AT GRAD£ 3 DEPRESSED AND STONE INFILTRATION AREAS. on this document In any way. PFRAME ®I i I I , \ \\ 1 1 \ \ 96 \ PLANTER ELEV- J70.17' 0.1 HOUSE I 1 1 \ \ 1 \ 1 56 \ x Any licensee who attars this document 3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING UTILITY LOCATIONS. Is required by law to affix his or her seal -LARGE and to add the notation"Altered By" \ \ , FRAME HOUSE CE6AR s ANY DISCREPANCIES SHALL BE BROUGHT TO THE OWNER OR OWNER'S followed by his or her signature and the EXISTING 3 TIER WOODEN DECK REPRESENTATIVE'S ATTENTION AT THE TIME OF DISCOVERY TO ALLOW SUFFICIENT spedfiL:description revision. ev o the alteration 1 LARGE EXISTING ELECTRIC METER TO REMAIN AND BE PROTECTED 1�EXISTING CEDAR'S EXISTING TO REMAIN AND BE PROTECTED TIME FOR ANY NECESSARY RE-DESIGN. EXISTING OVERHEAD DURING CONSTRUCTION. FRAME HOUSE DURING CONSTRUCTION. (TYP.) ELECTRIC,TELEPHONE UNDERGROUND AND CABLE SERVICE TO EXISTING UTILITY ELECTRIC,TELEPHONE FF=370.50 4. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES REMAIN AND BE POLE TO REMAIN AND AND CABLE SERVICE TO PROPOSED 2.0'WIDE AND V DEEP DURING CONSTRUCTION. IF SAID UTILITIES BECOME DISTURBED OR DAMAGED, IT IS PROTECTED DURING BE PROTECTED DURING REMAIN AND BE PROTECTED STONE INFILTRATION TRENCH (TYP.) THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE SAID UTILITIES AT THE CONSTRUCTION. (TYP.) CONSTRUCTION. (TYP.) DURING CONSTRUCTION. CONTRACTOR'S EXPENSE AND PER THE LOCAL GOVERNING AUTHORITIES AND/OR WOVEN WIRE FENCE(MIN 14 1/2 GAUGE, MAX (TYP-) AGENCIES REQUIREMENTS AND SPECIFICATIONS. TO ' C. ro C. 6"MESH SPACING) 5. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL EROSION AND SILT CONTROL DEVICES DRIVEN MEN. 16"INNTSOs, EXISTING SEPTIC TANK AND AS NECESSARY PER THE LOCAL GOVERNING AUTHORITIES'AND OR AGENCIES' APD Engineering GROUND LATERALS TO REMAIN AND BE REQUIREMENTS AND SPECIFICATIONS. PROTECTED DURING CONSTRUCTION. 3445 Winton Place-Suite 208 Rochester,NY 14623 585.273.0273 585.273.0276.fax L 11 r- HEIGHT OF FILTER" www.apd.com 16MIN. Pd -- - ' - Kambar Addition FAO 8"MIN. o Z 27 Hanneford Road 36"MIN. FENCE POST REFERENCE: DOS Town of Queensbury WOVEN WIRE MESH FENCE Warren County, NY (14 1/2 GA. MIN.,MAX.6"MESH SPACING)WITH FILTER CLOTH j SURVEY PROVIDED BYDONALD L PIGEON,JR. LAND SURVEYOR, OVER j z DATED JANURY 25,2002 AND LAST REVISED MARCH 12, 2003. I N Project Name & Location: FLOW EMBED FILTER CLOTH h t Utility, Grading and MIN.6"INTO GROUND l �m L Erosion Control Plan CONSTRUCTION NOTES FOR FABRICATED SILT FENCE Drawing Name: 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS POSTS: STEEL EITHER"T"OR"U" WITH WIRE TIES OR STAPLES. TYPE OR 2"HARDWOOD Project No. 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE: WOVEN WIRE, 14 1/2 GA. FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. 6"MAX. MESH OPENING Date: 2/16/04 A 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER FILTER CLOTH: FILTER X, 04-0106 THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. MIRAFI 100X,STABILINKA 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL T140N OR APPROVED EQUAL REMOVED WHEN"BULGES'DEVELOP IN THE SILT FENCE. PREFABRICATED UNIT: GEOFAB, Type: ENVIROFENCE, OR APPROVED EQUAL SILT FENCE DETAIL Drawn By: CVK C 2 N.T.S. Scale: 1"=20' Drawing No. 2436 m, IS 00 - �v a �- � ago S' a Revisions: Date: 1 ISSUED BID SETS. 06/07/04 2 ISSUED PERMIT SET. 06/10/04 7 �► n 4� L.> 4 r`a 2 2 2005 ��:/Q 5 Tco".,.. r 6 -� 8 9 fi,e,�r�RED r .SG�� .6t N ,gO al Seal OJECT MANAGER DATE PROJECT ENGINEER/ARCHITECT DATE PROJECT DESIGNER DATE Copyright 2004 ME Drawing Alteration / \ / it is a violation of law for any person,unless acting under the direction of licensed Architect,Professional Engineer,Landscape Architect,or Land Surveyor to alter any item on this document in any wwaayy. Arry licensee who afters this document is wired by law to4oc his \ / sea req \ / or her signature and the add cdescription off the alteration or revviision. DO NOT SCALE PLANS copying,Printing,Software and other processes r wired to roduce these prints can stretch or shrink the actual paper or scaling of this dna 0 maybe Inaccurate. Corrtact APD Engi , wltlt any need for additional dimensions or clari lostlons. e APD Engineering 3445 Winton Place- Suite 208 Rochester, NY 14623 585.273.0273 -� 585.273.0276.fax www.apd.com NOTICE s SMOKE DETECTORS ARE R ("R ACTH E" LEVEL ■ ADJACIT TOB,EDROOMS, A ■ tU.DING CELLAR OR CONNECTED dN ALL BASEMENT.ALL LLEVELS. DETECTO S SHALL BE INTEMUST BE BATTERY BACKUP. ALL �KE DETECTORS CARBON IVI,O(vOXIDE DETECTOR REQUIRED LEVELED OUTBID i ,�v i F _''"•� . LOWEST SLEEPING <�..:._�.:. ►�r_,t 11'i BUILDIPqG &,� NOTICE REVIEWED Y 3` K RAFT PAPER INSULATION MUST > ` DATE r 63 COVERED BY NON-COMBUSTIBLE E",,, : TOWN OF aUE:EIr1SSBURY BUILDING WAMW �noe our LOCATION MAP noot'be •� PROJECT DATA , SHEET INDEX ARCI-IITECT pims.and s 9 N°x \ °°p of New SHEET DESCRIPTION F;Sr� g THE BUILDING SHALL BE IN COMPLIANCE WITH THE: BUILDING AREA CALCULATIONS: Kambar Addition AM I SL� TflN M T BE COVE RESIDENTIAL CODE OF NEW YORK STATE EXISTING PROPOSED CS COVER SHEET / SHEET INDEX APD ENGINEERING Y ENERGY CONVERSATION CONSTRUCTION CODE OF NEW YORK STATE HOUSE: AI FOUNDATION PLAN ARCHRECT OF RECORD: JAMIE S.WHEATCRAF17, R.A. I FILE Ni,� �.,�.7. �� H nn f r THE I �_ .. ,, 0 1 a eod Road �'` & I MAIN LEVEL 1,139 It959 S.F. A1,1 r1AIN LEVEL PLAN 3445 WINTON PLACE P� 7� UPPER LEVEL 700 +/- 1142 5.F. A1.2 UPPER LEVEL PLAN GARAGE: SUITE 208 Town of QueenSbUry o _._..___ ., 6 A2 ROOF PLAN Warren Colin NY 7o UPPER LEVEL N/A 88; S.F. ROCHESTER NY 14623 }�� fl- A3 EXTERIOR ELEVATIONS ' County, z A3.1 EXTERIOR ELEVATIONS 585-273-0273 -7r� TOTALS: 1,83q +/- 4,8% S.F. A4 BUILDING AND WALL SECTIONS 585-2/ 3-0276 FAX 0 Project Name & Location: PROJECT— ON NOTES STRUCTURAL ENGINEERLOCAT COVER SHEET THESE DOCUMENTS ARE FOR THE SOLE PURPOSE OF INITIAL BUILDING PERMIT SUBMITTAL ONLY. ANY COMMENTS, REVISIONS LDK ENIGEERING, PLLC OR CORRECTIONS BASED ON BUILDING DEPARTMENT REVIEW AND/OR BUILDING, CODE INTERPRETATION ITEMS ARE THE SOLE LINDA DRAEGER-KUNZ Drawing Name: RESPONSIBILITY OF THE DEVELOPER, AND APD ENGINEERING WILL NOT BE HELD LIABLE FOR ANY CHANGE ORDERS RESULTING FROM 69 CASCADE DRIVE Project NO. THESE ITEMS. FINAL BID PRICES SHOULD NOT BE SUBMITTED Date: 06/07/04 UNTIL THE BUILDING PERMIT HAS BEEN ISSUED. SUITE 307 ROCHESTER, NY 14614 04-0106 (585) 454-6803 Type' (585) 454-7042 FAX Drawn By: SSW y CS Scale: AS NOTED Drawing No. Revisions: Date: GENERAL STRUCTURAL NOTES 1 ISSUED BID SETS. 06ro7/04 GENERA 2 REVISED PER CLIENT COMMENTS, 07/15/04 1. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO INSURE THE SAFETY OF REVISED PER cuENTCOMMENTS. 07/29/04 THE BUILDING AND IT'S COMPONENT PARTS DURING ERECTION. THIS INCLUDES 4 ISSUED PERMIT SET. 0e/10/04 THE ADDITION OF WHATEVER SHORING, SHEETING, TEMPORARY BRACING, GUYS OR '-0" TIEDOWNS WHICH MIGHT BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S 62 5 PROPERTY AFTER THE COMPLETION OF THE PROJECT. 105 REVISED PER CLJENT COMMENTS. 02/18/05 2. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. 6 37'-6 I/2" 24'-5 I/2" 3. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THE GENERAL STRUCTURAL NOTES, THE SPECIFICATIONS, OR WITH EACH OTHER, THE STRICTEST 7 PROVISION SHALL GOVERN. 4. GOVERNING BUILDING CODE: RESIDENTIAL CODE OF NEW YORK STATE, LATEST EDITION. 8 12'-2 3/4" 12'-2 3/4" 5. DESIGN LOADS: 9 FLOOR LIVE LOAD: ROOF SNOW LOAD: FIRST FLOOR 40 PSF GROUND SNOW, Pg 70 psf SECOND FLOOR 30 PSF HABITABLE ATTIC 30 PSF EXTERIOR BALCONY 60 PSF WIND LOAD: EARTHQUAKE LOAD: BASIC WIND SPEED (3 SECOND GUST) = 90 mph SEISMIC DESIGN CATEGORY: B �° WIND EXPOSURE = C SITE CLASS: D 0 - REINFORCED CONCRETE :l 1. MATERIALS: p N , t ' ti S a ., Seal A. SPECIFICATIONS: IN GENERAL, COMPLY WITH ACI 301, "SPECIFICATIONS FOR STRUCTURAL �' `7 PIAOJECT MANAGER DATE CONCRETE FOR BUILDINGS". �\� O N. B. STRUCTURAL CONCRETE: PROVIDE CONCRETE WITH 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. C. ALL DEFORMED REINFORCING BARS: Fy=60,000 PSI. O \ 0i 4� PROJECT ENGINEER ARCHITECT DATE MASONRY N *000 1. MATERIALS: \ PROJECT DESIGNER DATE A. CONCRETE BLOCK: ASTM C90 (HOLLOW AND SOLID) B. MORTAR: TYPE S, MINIMUM COMPRESSIVE STRENGTH = 1800 PSI. C. BOND BEAM AND COREFILL: ASTM A476, COARSE TYPE. D. JOINT REINFORCING: STANDARD DUR-O-WAL, MILL GALV. FINISH. 10'-5 3/4" 6 N Copyright ;gym 2. MISCELLANEOUS: A. FILL CORES SOLID AROUND ANCHOR BOLTS. 8" CONCRETE FOUNDATION — B. HOLLOW MASONRY UNITS TO BE LAID WITH FULL MORTAR COVERAGE ON HORIZONTAL AND - WALL, TYP. Z4` SLAB xN GRADE - _ VERTICAL FACE SHELLS. WEBS SHALL ALSO BE BEDDED IN THE STARTING COURSE ON FOOTINGS. 0 6x6 W1.4 x W1.4 WWF o Drawing Alteration ON 3 PEA GRAVEL - i C. PROVIDE JOINT REINFORCING AT 16" o.c., UNLESS NOTED OTHERWISE. N ftisavisedA htawbranypenalEngiiees,Lndscape rchitet,he on m Of licensed Architect,Professional Engineer,Landscape Architect,Or Land Surveyor to alter any item on this document in any way. Any licensee who,afters this document IS required by law to aft his STRUCTURAL STEEL �0� he signature her and thto e pecMc description off notation th altera ion orlowed revision.iioon. 1. STEEL DESIGNED BY AISC MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STESS DESIGN (ASD). DO NOT SCALE PLANS 2. MATERIALS: STRUCTURAL STEEL: ASTM A992, GRADE 50; HIGH STRENGTH BOLTS: ASTM A325 OR A490; ry,� � ANCHOR BOLTS: ASTM A307; ELECTRODES: SERIES E70; STRUCTURAL PIPES: ASTM A501, Copyln�,Printing,Sottwareandotherprocessesrequlout.red Therefore, �j these pants can stretch Or shrink the actual paper or layout Therefore, Fy-36 KSI. p \ scaling of this drawin may be inaccurate. Contact APD Engineering 3. PAINT: PAINT FACES AND EDGES OF EXTERIOR EXPOSED STEEL WITH TWO COATS OF RED OXIDE with anyneedoradditbnaldimensionsorciariBcs�tions. PRIMER. - dJ o 4. MISCELLANEOUS: A. GROUT UNDER BEARING PLATES TO BE NON-SHRINKING TYPE. B. STEEL BELOW GRADE TO BE PROTECTED BY A MINIMUM OF 3" OF CONCG._TE. C. PROVIDE HEAVY WASHER AT ALL ANCHOR BOLTS. D. FINISH ENDS OF ALL COLUMNS, STIFFENERS AND OTHER MEMBERS IN DIRECT BEARING. STRUCTURAL LUMBER 1. MATERIALS: _ A. STRUCTURAL LUMBER: JOISTS AND BEAMS - HEM-FIR NO. 2, MIN. GRADL, N _ ALL DESIGN VALUES PER 1997 NFPA NATIONAL DESIGN SPECIFICATION. AN'y" o p e MEET MIN. DESIGN VALUES NOTED ABOVE. � �1 D Engineering SUBSTITUTIONS SHALL EE B. MICRO LAM LUMBER: AS MANUFACTURED BY THE TRUS-JOIST CORPORATION OR EQUAL. 3445 Winton Place-Suite 208 Fb = 2600 PSI, Fv = 285 PSI, Fc (PERP.) = 750 PSI, E = 1900 KSL Rochester,NY 14623 C. PLYWOOD: FLOORS — 3/4" T. & G., APA RATED STURD—I—FLOOR, SPAN RATING 24" O.C., 585.273.0273 EXPOSURE 1; ROOFS — 5/8' APA RATED SHEATHING, 32/16, EXPOSURE 1. _ 585.273.0276.fax www.apd.com 2. SPECIFICATIONS: UNLESS SPECIFICALLY SHOWN OTHERWISE, DESIGN, FABRICATION AND ERECTION SHALL BE GOVERNED BY THE LATEST REVISIONS OF: A. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. B. U.S. PRODUCT STANDARD PS-1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD. N ti C. APA DESIGN/CONSTRUCTION GUIDE - RESIDENTIAL AND COMMERCIAL. ic> 3. CONNECTIONS: A. JOISTS TO BEAMS OR JOISTS TO TRUSSES - 16 GA. JOIST HANGERS, UNLESS SHOWN OTHERWISE. B. PLYWOOD TO JOISTS: FLOORS - GLUED AND NAILED - USE 6D RING OR SCREW SHANK - NAILS AT 6" O.C. AT PANEL EDGES AND 10" O.C. AT INTERMEDIATE SUPPORTS. USE ADHESIVES MEETING APA SPECIFICATIONS APG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ROOFS - USE 6D NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. 4. MISCELLANEOUS: A. USE ONE LINE OF SOLID BLOCKING OR CROSS BRIDGING AT 8'-0" O.C. MAX. FOR ALL JOISTS AND RAFTERS. USE SOLID BLOCKING AT BEARINGS. B. USE SOLID BLOCKING AT MID-HEIGHT FOR ALL EXTERIOR STUD WALLS AND INTERIOR BEARING PARTITIONS. C. USE DOUBLE STUDS UNDER BEAM AND HEADER BEARING, UNLESS SHOWN OTHERWISE. ZX SLAB ON GRADE w D. APPLY CONTINUOUS BEAD OF GLUE ON JOISTS AND GROOVE OF TONGUE-AND-GROOVE PANELS, 6x6 NIA x W1.4 WWF E. BEFORE APPLYING FINISH FLOORING, SET NAILS 1/8" BUT DO NOT FILL, LIGHTLY SAND ON 3" PEA GRAVEL 2 Kam bar A��IIIOI l ANY SURFACE ROUGHNESS, PARTICULARLY AT JOINTS AND AROUND NAILS. Al o - - - - - - - - - - - - - - - - - - - �, - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - Hanneford Road — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Town ofQueensbury 6x6 POST ABOVE, Warren County, NY TYP. OF (3) 2x6 WALL STUDS @ 1(0" O.G. Z4" SLAB ON GRADE w 6x6 W1.4 x W1.4 WWF ON 3" PEA GRAVEL Project Name & Location: 2x6 SILL PLATE w/ 4" CONCRETE SLAB 1/2" DIA. ANOCPOR ON GRADE w/ bxb FOUNDATION OUNDATION PLAN BOLTS @ AB" O.C. W*AxW1.4 WWF x a a a x a x - a a � 1 Drawing Name: 1 Project No. (2) #5 CONT. Date: 06/07/04 04-0106 2 SECTION ' FOUNDATION PLAN Type: Al 3/4" = 1'-0" A' 1/4" = 1'-O" Drawn By: JSW Al Scale: AS NOTED Drawing No. Revisions: Date: 2 1 ISSUED BID SETS, 06/07/04 A3.1 2 REVISED PER CIIENT COMMENTS. 07/15/04 G2'-0" 3 REVISED PER CLIENT COMMENTS. 07/29/04 4 ISSUED PERMIT SET. 08/10/04 400, 37'-7" 24'-611 01 rj REVISED PER TOWN COMMENTS. 09/23/04 6 REVISED PER TOWN COMMENTS. 10/05/04 NOTES: 7 REVISED PER CLIENT COMMENTS. 02/18/05 I) ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. Q� 9 Q� 2) DIMENSIONS LOCATING WINDOWS AND DOOR OPENINGS ARE TO �'�O x �'�O HANDRAIL, 8 THE CENTER OF OPENING, UNLESS NOTED OTHERWISE. 3 ° o ° TYP. x 9 3) OWNER SHALL DETERMINE THE EXACT REQUIREMENTS OF THE NEW A4 (2) 2X10 3 (2)2x10 (2) 2X10 rn w FIREPLACE. CONTRACTOR SHALL COORDINATE WITH OWNER AND o - — — — — — — — � INSTALL ACCORDINGLY. I (1 2) 7 13/4" A. UP' �+ �?,F- A 4) CONTRACTOR TO INSTALL (1) SMOKE DETECTOR IN EACH BEDROOM 1 (1 4) IfI A. i AND (I) .CARBON MONOXIDE DETECTOR IN DINING ROOM, NEAR KITCHEN. L - - - - - - - to INSTALLATION OF SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE \� IN ACCORDANCE WITH ALL STATE AND LOCAL CODES AND THE (2) 2X10 (2) 2X10 -Ct � HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFDA 72. ALL (3/4) HOUR RATED WALL �' RATED DOOR, DETECTORS SHALL BE EQUIPPED W O oITH BATTERY BACKUP. EQUIPPED WITH A 2 X 6 STUD CONSTRUCTION W/ 5/8 GYP. IS, n • Cv cv @ 16" O.C. TYP. BD. BOTH SIDES d SELF-CLOSING 3®22� 5) ALL HANDRAILS SHALL BE INSTALLED AT 36 ABOVE STAIR TREAD ' AAA DEVICE. O RT NOSING, SHALL BE CONTINUED THE FULL LENGTH OF STAIRS FROM A Se _ Seal POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT 2 X 10 @ 16" O.C. 2 X 10 @ 16" O.G. PRO CT MANAGER DATE DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. ENDS SHALL BE 1 iv _J RETURNED OR SHALL TERMINATE IN NEWEL P05TS OR SAFETY A4 ® E: SLOPE FLOOR TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE 2 ^ v OF NOT LESS THAN 1 1/2 INCHES (35 MM) BETWEEN THE WALL AND THE A4 MIN. 0.5 % x 2 PROJECT ENGINEER/ARCHITECT DATE HANDRAIL, SEE DETAIL #4/A4. LO co < m x t� , 3 CAR GARAGE m o PROJECT DESIGNER DATE 10 --0II 5I-4II 5 -0" 3 o (3/4) HOUR m RATED WALL (2) x8 ©2 004 2 � i� CONSTRUCTION W/ Copyright A3 _ 5/8" GYP. BD. BOTH SIDES S M. O O BETWEEN HOUSE , �� ry� Drawing Afteration O AND GARAGE w/ �i1 itis a violation of law for any person,unless acting under the direction ' RATED DOOR. L �, of licensed Architect,Professional Engineer,Landscape Architect,or \9 o I FIREPLACE, any DOOR MUST BE `rL Any licensee Surveyor Who alterrs this after dItem u enthis s re quired yiiawto�aftYoc'his X I SEE NOTE 3. EQUIPPED W ITN A h sor ignature and tthto espece notation Mc description off thealteration�o or revviision, SELF-CLOSING N DEVICE. -' DO NOT SCALE PLANS N I © ; DEN SLOPE FLOOR Copying,Printing,Software and other rocewes r ulred toproduce MIN, 0.5 % these prints can stretch or shrink the anal oerglayoutTherefore, 0 Q 2'-2 n - scaling of this drawing may be inaccurate. V ct APD Eng neerre i g, w 6 with any need for additional dimensions or clarifications. GREAT ROOM o Z �, %-',' x x `a m v ��� (3) R @ 6" EA. o ` (2) T @ 12" EA.UP 3 �i �`n. to �Q .� HANDRAIL, SEE Oe rL+ o 41. o �2, NOTE #5, THIS SHEET ,,�� LI�E OF BALCONY +6: (2) 2 X 12 (2'-8"x 1 N Ai30VE eJ APD Engineering 2 X 12 �. ENTRY — _ 0 _ _ _ _ I 5'- "x6'-a 3445 Winton Place- Suite 208 - - - - - - - - - - - - - - - - - - - - - - -- - - - 2 X 12 - - � x ) x 3'-I I II 15' o" — — — —40, III-loll 4'-0" �' 10'-5'' 00 N X 1 Rochester, NY 14623 o 10V 01 - 5.273.0276.fax vo try �. O 04 2 X 10 @ 24" �C_ . �' DECK ��I 58585.273.0273 N `A www.apd.com c (3) 2 X 8 (3) 2 X 10 - o I (21-8"x6'-811 ) 1 o (2- 2'-8"x6'-8") 6 @ o 1 _ UP 58" E . m EXISTING o WALL ABOV€— I X 15 @ 0 /2' E 0 0 0 DECK Q9 �•I - - I o BEDROOM „ 1 _ (2) 2 X 1 ca, `9 HANDRAIL, SEE 2 X 10 @ 24 O.C. HANDRAIL, TYP, C _o NCTF #5, THIS ALIGN BEAM w/ v X — SHEET x 00 ^ ' DINING I PARTIAL WALL = Oco 0 x X I ABOVE x s mI o I = h N i 51_011 7'-7" ( 3'-0 2'-5" •2 12'-II" — x _ - 10 0 X 6 POST 6 POST CMD p �� ' O X O N m 2 � � 2x10 2) 2X12 �, S m (3) 1 3/4 X 111 7/13 ML (2) 2 X 8 = nc X _" z 6A 1 Kambar Addition - d i -� — - I 1 CV I o =1 BEDROOM (6 8,� �n Hanneford Road 5DO p n I% x I I = '. N _ Town of Queensbury O �► � BATH O ,� I ©� I ❑ N I to'(b ' � `s' Warren County, NY K I TCN o E - o+ O UTILITY = CLOSET = O -� oco LEGEND: O O OSD SMOKE DETECTOR, SEE NOTE #4, THIS SHEET. 7 ( OA OA ^ OA rn OGMD Project Name & Location:CARBON MONOXIDE DETECTOR, SEE NOTE #4, THIS SHEET. (2)2x6 (2)2x6 (2)2x6 2x6 @ 16" O.G. ���➢ MAIN LEVEL/ UPPER WALL STUDS, 14'-O" 4'-5" 6'-7" 2'-6" i I'-II" 4'-3" 2'-7" 4'_q" 41_611 TYP. LEVEL FRAMING PLAN V 4G' "-0 16'-O" of Drawing Name: • 62 -o Project No, Date: 06/07/04 1IAIN LEVEL/ UPPER 04-0106Type. FRAMING PLAN LEVEL '1 A4 A3.1 A1.1 1/4" = 1'-0" Drawn By: JSW Y A1 .1 Scale: AS NOTED Drawing No. Revisions: Date: 2 A3.1 1 ISSUED BID SETS. 06/07/04 2 REVISED PER CLIENT COMMENTS, 07/15/04 62'-0" 3 REVISED PER CLIENT COMMENTS. 07/29/04 4 ISSUED PERMIT SET. 08/10/04 37'-6 1/2" 24'-5 1/2" 5 REVISED PER TOWN COMMENTS. 09/23/04 O 6 REVISED PER TOWN COMMENTS. 10/05/04 — — — — — — — — — — — — — — — — — — — — — — — — — — - -- - (3) 2 X 10 7 REVISED PER CLIENT COMMENTS. 02/18/05 Ak 10'-8" 9'-2 1/2" - I 8 - - - - - - 01 3 � � (2)2x12 HANDRAIL, SEE — — — — — — — — -� (2)2x12 w #4/A4Y m o 0 x DN I I I I I o 6 j NO I I I I I m —I J X p I A 13022CID I x J Se Qr N-ti°��` Seal m U N F I N 15H E D PRo CT MANAGER DATE I - x STORAGE A4 I x v� 2 CN OA "' 2 PROJECT ENGINEER/ARCHITECT DATE - I MASONRY C, I 12 -2 3/4 12 -2 3/4 - PROJECT DESIGNER DATE = N OUTLINE OF ROOF CHIMNEY I '01 01 opo _ ABOVE, TYP. I o I ' �- - - - - - - - - - - - - - - - - —a `4 Copyright( am I I E Drawing Alteration I (2) 2 X 1 I 2x12 @ 24" O.G. 2x12 @ 24" O.C. It is a violation of law for any person,unless I 1- o O Land Surveyor to alter any item on document in any under the direction of licensed Architect,Professional Engineer,tangdscape Archwitaeyct,Or _ Any licenses who afters this document is required by law to aff.his m I , '� °D N I or her seal and to add the notation'AReredd Y followed by his or X J X her signature and the specific description of the altera lon or revision. DO NOT SCALE PLANS I N CID C14I x C nting,Software and other processes uired to pproduce 3/4 HOUR N paper out. Therefore, �j ( ) theme punts can stretchh or shrink the actual o OPEN T m �- i �— RATED WALL N scalingwiih any need for�addditay ional dimensions nnsororntclarificEngineering ohs�dng o o _ i o N BELOW N N CID CONSTRUCTION 2 X 8 @, —2 X 8— I (W/ 5/8" GYP. — — — — I- H o _ I BD. BOTH SIDES) x m I I do aD N -ao dD I I BETWEEN HOUSE r I I r- I- r i I I I AND GARAGE. I _ I 1 = = 1 I I IN N do NI I I .. - - — — — t - — — —(2)2x12 (2)2x12 2 X 8 = 2 X 8 — — — — — — — - - - - - - - - - - - - - - 0 I r - x X ' APD Engineering 2 I N N L - - - - - - - (3) Y 10 - - - - - - - - - - - - - J 1 3445 Winton Place- Suite 208 A3 I ; ; 07 — — 1-I — — — — — A3 Rochester,NY 14623 O� N 0 x I % N 585.273.0273 C 6'-3" 4'-5" N I ' 585.273.0276.fax I off'BALGON — I Ico Lo www.apd.com +11 '�' L- - - - - - - - - - I ' O O I N I @ 2 2 X 1 "� (2) X 12 LLI 2- 2' ux6'- 1) - - - - - - � 5'-011 -10" m 10'-5 1/2" I 7 r I ' Ix N o `� WALK-IN ry+ C9 x _ rn HANDRAIL, CN I� �`�� ���� MASTER N N SEE #4/A4 CLOSET A I� BEDROOM I I = I LD I-' DNcoI'-2" = t' ' + + I ID Ila- b CONT. (2) 1 3/4 X 11 7/8" ML o N 3 W. OS �,, o � RIDGE ABOVE - - - - - -X (2�_BlIX , - - - DECK �m - -8") ; I Kambar Addition IN CID F)�& �� � I m • �159�J 6'-3° 5' 4" Hanneford Road j ry1 � N x o MASTER A Town of Queensbury CN IN CID v i BATP N I �w•Pc ice" o I I Warren County, NY I N N N IIIIII � N LO r o 0 SD O O —_ _ I Project Name & Location: — (2) X 6 - - - - - - - - - - - (2) X 6 (2) X 8 — _J - - - - - - - — - - - - - - -- - - - - - - - - - UPPER LEVEL/ROOF ,_ ,� �, 00 2 q 11 16 -6 2 -5 9 -3 3,-3 FRAMING PLAN ell 5'-0" 5'-0" 311 16'-0" Drawing Name: 10 Project No. 62'-oH Date: 06/07/04 UPPER LEVEL/ ROOF 04-0106 FRA1"IING PLAN Type: A1.2 1/4" 1'-O" • A4 A3.1 Drawn By: JSW Al 2 Scale: AS NOTED Drawing No. Revisions: Date: 1 ISSUED BID SETS. 06/07/04 2 REVISED PER CLIENT COMMENTS. 070/04 3 ISSUED PERMIT SET. 08/10/04 4 5 ' 6 7 r - - - - - - - - - - - - - - - g SLOPE SLOPE _ 9 CI:12 q:12 I I I I I E 1 I C o I I f �0a0221 Se I ` NEV Seal • PRC4JECT MANAGER DATE I I SLOPE SLOPE _ I PROJECT ENGINEER/ARCHITECT DATE 5 1/2:12 5 1/2:12 I I " METAL CHIMNEY I I PROJECT DESIGNER DATE CAP w o i I I Copyright (0 2004 I I - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J I Drawin Alteration F 9 k is a violation of law for any person,unless acting under the direction of licensed Architect,Professional Engineer,Landscape Architect,or Land Surveyor to alter any item on this document in any way Any licensee who afters this document is required by taw to affoc his her signa�re and d thedspectlic description of the altereatioonn or his re . I II DO NOT SCALE PLANS I I Copying,Printing,Software and other processes required to produce SADDLE C� these prints can stretch or shrink the actual paper or layout. Therefore, sealing of this drewin maybe inaccurate. Contact APD Engineering 4:12 PITCH g I with any need for additional dimensions or clarifications. I I I I • I I I w x SKYLIGHT, TYP. I N OF (2) I I IILI I SLOPE SLOPE I APD Engineering q:12 q:12 — g g 3445 Winton Place- Suite 208 - - - - - - - - - - --r - - - - -- — — — — — — — I Rochester,NY 14623 585.273.0273 I ROOF SLOPE BELOW i 585.273.0276.fax ' I/8"=I'-011 I www.apd.com I I L - - - - - - - - - - - - -� � - - - - - - - - - -j I "I I I I I I I I o N I �. • I I I " I I 1 RIDGE I Kambar Addition I I • I I Hanneford Road I • I j Town of Queensbury I I W I Warren County, NY I I ' I I I I I • NOTES: Project Name & Location: I 1) ALL OVERWANGS TO BE 1'-0" FROM OUTFACE OF I ,. � - - - - - - - - - - - - - - - - - - - - ROOF PLAN - - - - - - - - ` - - - - - - - - - - - - - - - - - - J VENEER UNLESS NOTED OTHERWISE Drawing Name: Project No. Date: 06/07/04 04-0106 Type: ROOF PLAN A2 114" = 1'-0" Drawn By: JSW Scale: AS NOTED Drawing No, Revisions: Date: 1 ISSUED BID WS• 06/07/04 2 REVISED PER GUENT COMMENTS. 07/29/04 3 ISSUED PERMIT SET. 08/10/04 4 REVISED PER CLIENT COMMENTS. 02/18/05 7 7 4 5 7 4 -- r 8 s 9 co KEY NOTES I D 3 � 5 IT !� I MASONRY CPIMNEY STONE VENEER oy MANUF. I< COLOR T.B.D. BY OWNER O2 VINYL SIDING, MANUF. t COLOR , s u< T.B.D. BY OWNER 2 030221 O3 1 X 4 WOOD SURROUND TRIM 2 - �' S E op ER Seal DATE ® ASPHALT SPINGLE ROOFING, MANUF. - N t COLOR T.B,D. BY OWNER — — — — — — — — — — — — — — — — — O5 3(r" WOOD RAIL W/ 2"X2" PICKETS, PROJECT ENGINEER/ARCHITECT DATE MATCP STYLE OF EXISTING 4 DECK RAIL © VINYL CORNER TRIM PROJECT DESIGNER DATE co 7O RIDGE VENT ® DOWNSPOUT \ o \ — Copyright ©2004 O GUTTER ON FRIEZE BD. %M- 10 44 P.T. WOOD BRACKETS, PAINTED - _ TO MATCP SURROUNDING TRIM / 3 Drawing Alteration / `0 It is a violation of law for any person,unless acting under the direction i of licensed Architect,Professional Engineer,Landscape Architect,or Land Surveyor to after any item on this document in any way / Arty'her who alters this document is required by law to afros his / or her seal and to add the notation'Ahered By'followed by his or her signature and the specific description of the afteration or revision. DO NOT SCALE PLANS 8 Copying Printing,Software and other processes required to produce these prints can stretch or shrink the actual paper or layout. Therefore, scaling of this drawing may be inaccurate. Contact APD Engineering with any need for additional dimensions or clarifications. ROAD SIDE ELEVATION A3 114" = 1'-0" APD Engineering 3445 Winton Place Suite 208 Rochester, NY 14623 585.273.0273 585.273.0276.fax www.apd.com 4 7 7 co 2 a , r 3 Kam bar Addition n 5 N NOTES: — — — — — — — — — — — 1) ALL WINDOW HEAD NEiGPTS AT MAIN sir—_ Hanneford Road UPPER LEVELS ARE TO BE AT 7'-0" A.F.F. U.N.O. 2) CONTRACTOR TO PROVIDE OWNER WITP 4 Town of QueenSbury ALTERNATE PRICING TO USE METAL STANDING SEAM ROOFING IN LEIU OF A5P14ALT SPINGLE5 / \ / \ Warren County, NY 3) CONTRACTOR TO PROVIDE OWNER W/ ALTERNATE PRICING TO USE COMPOSITE WOOD 51DING IN LEIU OF VINYL 51DING104 — — — — — — — — _ Project Name & Location: EXTERIOR _ 2 3 XISTING DECK TO REMAIN • ELEVATIONS Drawing Name: 2 LAKE SIDE ELEVAT ION Project No. A3 114" 1'-o" Date: 06/07/04 04-0106 Type: Drawn By: JSW A3 Scale: AS NOTED Drawing No. Revisions: Date: 1 ISSUED BID SETS. 06ro7/04 2 REVISED PER CUENT COMMENTS. 07/2g/04 7 4 7 LINE OF EXISTI 3 ISSUED PERMIT SET. 08/10/04 ROOF LINE 4 REVISED PER TOWN COMMENTS. 09/23/04 NOTES: 5REVISED PER CUENT COMMENTS. 02/i B/05 ' I) REFER TO A3 FOR KEY NOTE LEGEND AND • ADDITIONAL NOTES 6 8 clJ , r 9 p Ll / / \` / 5���o T 2 Se I Seal q PR ECT MANAGER DATE 10 c0 8 PROJECT ENGINEER/ARCHITECT DATE 6 2 0 •, i PROJECT DESIGNER DATELl D , — — — _ _ Copyright ©2004 V') z ,;; � NM Drawing Alteration It is a violation of law for any person,unless acting under the direction 2 of licensed Lan S nre orto alter an item o Professional n this document inineer,Landscape any Architect,or Any licensee wiho alters this any is required by law tto aific his 5 or her seal and to add the notation'Altered By followed by his or her signature and the specific description of the alteration or revision. LEFT SIDE ELEVATION DO NOT SCALE PLANS 1 Copying,Printing,Software and other processes r ZEEn to produce A3.1 11411 = 1'—0" 5 these punts can stretch or shrink the actual paper orTherefore, scaling of this drawing may be inaccurate. Contactgineering with any need for additional dimensions or clarrlicatfons. WINDOW SCHEDULE WINDOW QNTY. TYPE SIZE N0. WIDTH HEIGHT R.O. GLASS DESCRIPTION NOTES ,. A 22 DOUBLE HUNG 2'-6" 4'-8" 2'-(o 1/5" X 4-8 7/8" ��--�R iQ sk • B I AWNING 5'-0 3/8" 3'-4 13/16" 4'-0 7/8" X 3'-5 3/S" - - �' C I AWNING / CASEMENT 5'-1 3/8" 5'-11 7/8" 5'-2 3/4" X 6 lL E"-0 3/S" - - Angineefing 3445 Winton Place- Suite 208 D I AWNING 5'-4 13/16" 2'-4 3/8" 5'-5 3/8" X 2'-4 7/8" TEMPERED - Rochester, NY 14623 585.273.0273 - - - _ _ 585.273.0276.fax www.apd.com NOTE: LINE OF EXISTI ALL WINDOW SIZES ARE TO BE CONFIRMED WITH OWNER PRIOR TO PURCHASE ROOF LINE AND INSTALLATION, 7 7 7 Q C� 00 �> Kambar Addition 3 Hanneford Road Q) ' �� _ Town of Queensbury 4 �r Warren County, NY 2 10 2 i ' EXISTING DECK 0 6 \ �� 6 To REMAIN Project Name & Location: 2 EXTERIOR ELEVATIONS HHH�- 17 Drawing Name: Project No. Date: 06/07/04 , 04-0106 2 RIG14T SIDE ELEVATION Type' A3.1 1/4" 1'-0" Drawn By: JSW A31 Scale: AS NOTED Drawing No. Revisions: Date: SELF-ADHERED 5/8" TYPE 'X' GYP. 1 ISSUED BID SETS. 06/07/04 ROOFING BD. UNDERLAYMENT, BY "GRACE ICE It 2x12 ROOF RAFTERS 2 REVISED PER CLIENT COMMENTS. 07/15/04 WATER SHIELD" OR @ 24" O.C., TYP. 3 REVISED PER CLIENT COMMENTS. 07/29/04 APPROVED EQUAL. ARCHITECTURAL 4 ISSUED PERMIT SET. 08/10/04 INSTALL ACCORDING TO AND AS PER ASPHALT SHINGLE 5 REVISED PER TOWN COMMENTS. 09/23/04 MANUFACTURER'S ROOFING RIDGE VENT RECOMMENDATIONS, 1x SOFFIT 6 REVISED PER TOWN COMMENTS. 10/05/04 OVER 5/5 CDX SIMPSON #2.5 PLYWOOD DECKING HURRICANE ANCHOR BOARD, PAINTED. 7 REVISED PER CLIENT COMMENTS. 02/18/05 AT BOTH GARAGE @ EA. RAFTER, TYP. PROVIDE 8 n AND HOUSE. VENTING AS REQUIRED, TYP. EQ 9 11 7/5" TJ1230 7 ROOF RAFTERS w/ MIN. R-38 BATT INSULATION AND - ® VAPOR i4 co BARRIER, TYP. 1x FASCIA BOARD `n / 2 X 6 STUD _ PAINTED c / WALL w/ MIN. co / R-11 BATT 1x SOFFIT BOARD, \ I]-oil / INSULATION AND -� OA221 co VAPOR PAINTED. PROVIDE \ r BARRIER, TYP. coIf co VENTING AS o 3'-2" 3'-2" \ - Sea Seal L REQUIRED i \ of PROJE T MANAGER DATE 11' I'-4" I'-4" \ (2)2x12 CONT., � i — (2)2x6 TOP PLATES, 2 X 6 STUDS TYP. @ 16" O.C. w/ U \ L SEE PLAN N MIN. OF R-11 5/5" TYPE 'X' GYP. BATT PROJECT ENGINEER/ARCHITECT DATE BD. INSULATION t —3/4" TOUNGE t VAPOR SOUND BATTS - GROOVE PLYWOOD BARRIER, TYP. BETWEEN > PROJECT DESIGNER DATE SUB-FLOOR ' FLOORS TYP. N 1/2" GYPSUM \ \ / i WALL BOARD \ \\ \\ // + 2x6 ,SILL PLATE TYP \ / 2 X 6 STUD CC) Copyright 2004 HANDRAIL WALL w/ MIN. BALUSTERS 4" O 2x6 SILL PLATE / / ATT aup MAX. SPACING / \ INSULATION AND o J ram. �% w/ 1/2" DIA. VAPOR ANCCHOR BOLTS / / / \\ Drawing Alteration @ 4B" O.C. / / \ BARRIER TYP. ofNcenseedd•Architect, roF ssiionall person,unless Landscape Arcrchiit direction ect or — 2x10 LEDGER BOARD , law It BLOCKING Land Surveyor to alter any item on this document in anywayy 'II Any IIcenses who afters this document is cared by law to aflbc his or her seal and to add the notation Altered By`followed by his or 4 CONCRETE her signature and the specllic description of the alteration or revision. SLAB ON GRADE w/ 6x6 W1.4xW1.4 DO NOT SCALE PLANS WWF w/ VAPOR Copying,Printing,Software and other processes required to produce these prints can stretch or shrink the actual paper or Therefore, BARRIER _� scaling of this drawing may be inaccurate. Conta�ngineering 2x10 FLOOR JOISTS with any need for additional dimensions or clariecatlons. R-13 RIGID FOUNDATION @ 16" O.C., TYP. INSULATION, WALL SYSTEM, NOTE: TYP. TYP. ALL VENTILATING OPENINGS - 5/8" TYPE Y GYP. SECTION SHALL BE PROVIDED WITH CORROS,ON-RESISTANT WIRE BD. 7 A4 MESH, w/ 1/8" MIN. TO 1/4" 1/4I1 = 1 -0I MAX. OPENINGS. 2x6 STUDS @ 16" O.C. w/ MIN. R-11 BATT INSULATION it VAPOR BARRIER, APD Engineering TYP. 3445 Winton Place- Suite 208 > RIDGE VENT Rochester, NY 14623 585.273.0273 1 5/8" TYPE 'X' GYP. 585.273.0276.fax BD. ww�v.apd.com co 3 - VINYL SIDING w/ A4 VAPOR BARRIER OVER 1/2" PLYWOOD / SHEATHING, TYP. I I I I 4" CONCRETE SLAB I ON GRADE w/ 6x6 NlAxN11.4 WWF co m 2x6 SILL PLATE w/ o 1/2" DIA. ANOCNOR � BOLTS @ 48" O.C. N 1 112" 1 1/4" I I Kambar Addition d I I 8" CONCRETE I I LL . FOUNDATION WALL N I I > I Hanneford Road R-14.4 (4 FT. DEEP) tQ -J ( I + Town Of RIGID INSULATION, v a I I cA QlleenSbU ry TYP. 8" - � ( Warren County, NY o � (NOTE: #4 @ 16" O.C. m THE WALL AND DOOR THAT VERTICAL 7 SEPARATES THE GARAGE FROM 7 I i SLOPE THE HOUSE MUST BE CONSTRUCTED TO HAVE A MINIMUM FIRE RATING #4 @ 12" O.C., OF 3/4 HOUR. THE DOOR MUST HORIZONTAL - ALSO BE EQUIPPED WITH A I I Project Name& Location: SELF-CLOSING DEVICE. I 4" CONCRETE STAIR TO RISERS ( I—III SLAB ON GRADE TO BE CLOSED NOTE: #4 @24' O.G. x 24" I i w/ 6x6 W1,4xW1.4 RISERS, TYP, IF GARAGE 15 TO BE A LONG; EPDXY GROUT HEATED SPACE THEN A NWF 6" INTO BEDROCK R-14.4 RIGID VAPOR RETARDER SHALL BE BUILDING SECTIONS INSULATION, _ _ _ INSTALLED IN ALL FRAMED - TYP. WALLS, FLOORS AND ROOF/CEILINGS. Drawing Name: r2-I SECTION Project No. Date: 06/07/04 3 WALL SECTION 4 1�IANDRAI L D�TAI L04-0106 A4 3/4" = 1'-0" A4 3/4" 1'-0" Type: Drawn By: JSW A4 Scale: AS NOTED Drawing No.