Loading...
2003-470 TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804.5902 (518)761-8201 Community.Development-Building&Codes (518)761.8256 C DT rV Eix i IFICATE Of OCCUPAN%.j I Pennit Number. P20030470 Date Issued: Thursday,April 19,2007 This is to certify that work requested to be done as shown by Permit Number P20030470 ''has been completed. TaxMap Number; 523400-295-019-0001-020-000-0000 Location: 6 SHERWOOD Dr Owner, ROBERT&RENEE BEYERBACH Applicant: ROBERT&RENEE BEYERBACH This structure may be occupied as ai Residential Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury;NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030470 Application-Number: A20030470 Tax Map No: 523400-295-019-0001-020-000-0000 Permission is Hereby granted to: ROBERT&RENEE BEYERBACH - For property located at:, 6 SBERWOOD Dr in the Town of Queensbury,to construct or place I 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: ROBERT&RENEE BEYERBACH 6 SHERWOOD Dr Residential.Addition $19,000.00 QUEENSBURY,NY 12$04 Total Valae $19,000.00 � N • "Contractor or Builder's Name/Address Electrical Inspection Agency JEFFREY INGLEE 104 TUTHILL Rd OUEENSBURY,NY 12804 Plans&Specifications 2003-470 448 SQ FT RESIDENTIAL ADDITION AS PER PLOT PLAN SPECIFICATIONS ,T $75.00 PERMIT FEE PAID-THIS PERMIT.EXPIRES: Thursday,July 08,2004 (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.). - i- Dated at the To ueens es ay,July 08,2003 SIGNED BY �or the Torn of Queensbury. Director of Building&Code nforcement t • Building t''.ermiti Application--- _ Town of Queensbury Department of Community Development,742 Bay Rd.,Queensbury,NY 12804_ (518)761-825-6 A permit must be obtained before beginning construction, Permit No.: No inspection will be made until applicant has received a Fee Paid: "� • valid building permit. Form must be completed. Rec.Fee Paid: Reviewed By: Applicant: Owner: Address: ! `'J t t_w2 1`4P TA2_ Address: Phone#: / Tax Map Number: 2,oq 5, (q 47 e2-_d �47 j Subdivision Name: (if applicable) Lot Number: /House Number: 1 Street Name OR Property Location: A ❑ New mg: Residential/Commercial TLEstirriated:Mix7l et Value_of Construct on ;? c ...`-` _ Addiho esidentt Commercial If an Addition,what will use of addition be? ❑ Alteration: Residential/Commercial ❑ No change to Exterior size: Residential/Commercial ❑ Other work: (describe Check Below Occupancy Info I"floor sq.ft. 2'd floor sq.ft. Other floor sq.ft. Total Sq.Ft. Single Family Dwelling Two Family Dwelling Townhouse E Multifamily Dwelling uht #of units 3 Office TOI VN OF . �o —13 i Mercantile Y- 1,J�Fe1i0 Ahj Manufacturing ' i car detached garage 2 car detached garage 3 car detached garage 1 car attached garage 2 car attached garage 3 car attached garage Storage Bldg.,Comm. Storage Bldg.,Res. �y Other What is the proposed height of the structure: f 5 feet Cf inchetis�'7 Will any second-hand or ungraded lumber be used? If so,for what? No.of F'irenlaces to be installed: _ No. of Woodstoves to be installed: (!3 List below the person(s)responsible for supervision of work in regards to Building Codes: Name Address Phone No. Builder (, -792C3 IS Plumber Mason Electrician Declaration: Please sign below after you have carefully read the statement: --- To the best of my knowledge the statements contained in this application, together with the plans and specifications submitted, are a true and complete statement of 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 a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an a As`Built Survey by a licensed surveyor;drawn to scale,showing actual location of all new construction. -'r r`Signature: �'' (circle on owner,awner,s agent,architect,contractor) Resjoeptial al Inspection 3tok-cF�qig Queensbury Building & Code Enforcement ji 7*N Office lo. (518)761-8256 Arrive: a am/pm itj �n 's I Date Inspection request received: Inspector's I iti CA NAME: &- ver Y)CA 'IT M Z-1 70 LOCATION: 57A P-—k)0 e ATE: 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 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 Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.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 V2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent L:\Building&Codes Forms\Building&CodesUnspection Forms\Residential Final Inspection Form—revised-1 00405.doc Residential Final Inspection Office No. (518) 761-8256 Date Inspection reque' eceived: Queensbury Building&Code Enforcement Arrive: a p art: apeg&� reque ecewed a 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: P VIIT#: LOCATION: ATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete Guard 30 in.or more @ stairs,docks,patios Guard at stairwell at 34 in.or more Guard at deck,porches 36 in.or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors V �V—K, Interior Handrails stairs 2 or more risers Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30.ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating -Low water shut--off boiler Relief Valve(s)installed A Interior X4gJ trim/doors/main entrance 36 in. N/A Bathr /Kitchen waGe Lilr� Safety gla ' Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: _ Inter Connected: I Battery backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 1/4hour fire door/door closer Garage fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 sq. M-150 sq, ft.vents Building No./Address visible from road Final Electrical , Site Plan Wariance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C(Cert. Of Compliance) Okay to issue Tern porary C 1 0(Cert. Of Occiipancy) j Okay to issue Permanent C 10(Cert. Of Occupancy) 1_111�&Pv L:\SueHen-dn'gway\Building.Codes.Inspection.FORMS\Res.Final Insp.form,22oc edited January 28,2003 AM Residential Final Inspection Office No. (518)761-8256 Date Inspection reques eiv Aa CI Queensbury Building&Code Enforcement Arrive: a p . rt: am/pm 742 Bay Rd.,Queensbury,NY 12804 tor's Initi&spec YCR NAME: P, T#: ATE: LOCATION: qlkge-ww-d��I F o3 TYPE OF STRUCTURE: Y N NIA Comments Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete \C-1 Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in.or more Exterior Finish Complete I % Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Y-- Interior Handrails stairs 2 or more risers Grade away from foundation 6 in. with 10 ft. N Handrail Termination at Newell Post or Wall lug l 8 inch clearance to sill plate wq Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnacefflot Water Heater operating Low water shut'-off boiler DI:> Relief Valves installed Interior privac,y/trim/doors/main entrance 36 in. Bathroom f_Kitchen watertiOij�� 'Safety glazing Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: — / Battery backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 3/4hour fire door/door closer Garage fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area All' Crawl Spaces 18"x 24"access, I sq.ft.-150 sq. ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker V Flood Plain Certification,if required Okay to issue C/C(Cert. Of Compliance) I Okay to issue Temporary C 1 0(Cert. Of Occiipa :Y)=l Okay to issue Permanent C t 0(Cert. Of Occup ncy) L:\SueHeniinpvay\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC. Main Office 176 Doe Run goad of Manheim, PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Pernit No. NO 8 1 j 9 8 Cut-in Card No.MH#iM411I11#1#I#4#N#a,p ,.p r owner HiMi#M/1M,1i#i1####1,1/4N1###H1ai#N#f1Ni1#i4#.gM#4#N11411Ifr##ai,of0#660M M IOi41f1,4Ioff#lost,rlfrrr••.rri}fIM1.1119w1I/l4rf4rfl #/MilI14iMNt#/II#i•a 4 Location,,, , 04#000 }1# WIM .i MlPIM664M feeM###rriMiiMM}i###}f•rrHrrr4•••ufr•rffi••1•i Qa i•iM##N114M44#1!}iNi114M1iM41N11#!M#MMI#1M4of fI� 7?5 Installation Consisting of#4NM#iM##lMil4 #r,rrr•/r4#rr,U./r.rr*r M f0.1 4#1144MM#0H4N440.fr.i1 /1..f.irrlrM}#/iMM.14#M4f/.ii•14♦ s6416 f/ 6064}}}# Ile 0110 6 121914 ,1n,r1f,.,1u,1,•1nlrtf,,•riF,rHr,1r/r41M11Mrlb/f•Mi}ilH,4Mirf•.,r1#afar}r1•f1N4#I.f#,.f,OmmIfir..,,iN,#i111..,i4,M#1114H#4M.#Ii##111►41#4#!##########•ff#.# i if 111641I614614160#4 664441#446#01111Ni411f•i„IHI 6•,N#111f 111N194,#611.••111461064AIIIIf40#9 Ism emotr„1#8 mo#46946I040I6#Ir00001#000I140#4,##,N,#i#0,..#.r!#,.i&#1#$#1# staldjj NoInley###M# B 11„f,f###f••ir,lfli#I#.r11r111Y•11r 1i r4N111#Ii,f,f•.,#i,#f1.111i••1„i11r•MI4I1f�1cf . itirr 1111••r11r•r1 r111 r1fi••fr.lrrilifr}i•f•i}}1 The conditions following governed the issuance of this certificate, and any certificate previously issued i, cancelled, i This certificate only covers the electrical equipment and installation conditions as of date, Capon thi introduction of additional equipment or alterations, application shall be romptly made for inspection. Inspectors of this Company shall have the privilege of maki in ections at any time, and if it rules are violated, the Company shall have the righe(et ,1 ' icatCA /0 w; 79. 0 3 (/ry //�� Date,,,#I#i11#114NN4MM1.1r11#IIIoflmo rrfits ,,,# INSPECTOR .4•,#111#1i#1/r4•i Met#,#!#####*##$441}rir.########1.♦44 Off f# #.MfN##imm##N.#I## 14AMIkAM AI C D A 1 A C 1 Framing /Firestopping Inspection Report ttt Office No.(518)761-8256 Date Inspection requp eived. 03 e Queensbury Building&Code Enforcement Arrive: P&J. prn 742 Bay Road, Queensbury,NY 12804 Inspector's-nit'Inspector's -elved- De� NAME: PERMIT#: S/ 7 LOCATION: (6-2 INSPECT ON: 0 TYPE OF STRUCTURE: Y N N/A C Old 0 Jack Studs'/Ifeaders Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 3 6 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I'V2(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 Y2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade 1,:\SueHeniingway\Building.Codcs.inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing 1 Firestopping Inspection Report d,3 Office No. (518)761-8256 Date Inspeefion request received: Queensbury Building&Code Enforcement Arrive: a D a 742 Bay Road, Queensbury,NY 112804 Inspector's Initi Do 2�X IT#. Inspector's itiPf r' NAME: PERMIT#: < 0 LOCATION: INSPECT ON: TYPE OF STRUC* Y N— /A COMMENTS raming 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 I V2(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 V2 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.inspcction.FORMS\TramingFirestopping Inspection Report.doc January 28,2003 CA Foundation Inspection Report Office No. (5 1'8)761-825 6 Date Inspection reque 1 Queensbury Building&Code Enforcement Arrive: a pm epal t: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Ini ** s: NAME: PERMIT#: 6��3476 LOCATION: 'w&-iNSPECT ON: I C3 3 TYPE OF STRUCTURE: V- L- Comments 3 76 / Comments Inspection reque iv a ji _7mme f-- 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. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Darapproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundatioji Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials jv_�� NAME: PERMIT#: 6 76 LOCATION: AAC400 1P INSPECT ON: 4- 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 I Y2(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 re wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 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:\SucHenlingway\Buildin-..Codes.Inspection.FORMS\Framing Firestopping 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 e art/T_.j4/am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: -C)_ TYPE OF STRUCTURE: Y N N/A PVC: R-i,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial �p2per,CPVC,Pex One&Two Family elation/Resid6ntial Check/Commercial Check —Proper Vent,Attic Vent Duct/Hot Water Piping insulation If required unheated spaces [Combustion Air Supply for Furnace jDuct Work Sealed Properly COMTMENT-S: -L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: 1J Queensbury Building& Code Enforcement Arrive: am/ m part: m/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: �. NAME: PERMIT#: `^' �7d LOCATIO? jmb INSPECT ON: TYPE OF STRUCTURE: r JJ Y N N/A } Framing" COMMENTS -Jack Studs/Headers �/'a'�(. �- CA>( . AfPQ 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 Fi e wall 2, 3,_4-hour' -�� —Firetcrpping "" As — 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 LASueFlcming-,vay\I3uilding.Codes.Inspection.FORMS\Frarning Firestopping Inspection Report.doc January 28,2003 HMEngineers * Planners - Architects Harlan-McGee of North America Malta Ridge Professional Building 4000 Silver Beach Road 9 Malta,New York 12020 0 �70 August 18, 2003 Office of the Building Inspector Town Hall Queensbury,New York Re: Inspection Byerbach Residence- Addition Queensbury, New York Gentlemen: I have inspected the following items constructed at the subject location: 1. Micro-LAM Header 2. Connections I find that the Micro--LAM beam and its connection to the roof and second floor framing components have been built in accordance and in compliance with the New York State Residential Building Code. The connections are adequate and provide the structural strength required to support the design loads. Please feel free to call my office should you have any questions. Si Y, of: NE J. cu Ernest J. G lor, .1E. C0 AU EJG/gpvgpv AU 059460 4; Phone: (518)584-1300 Fax: (518)584-1374 Email:info@harlan-mcgee.com Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive:_am/pm DCDart: <�pm Nor, 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: kV21C�� NAME: PERMIT LOCATION: �A er4l)-m INSPECT ON: 03 CT TYPE OF STRUCTU411 ! a....... Y N/A COMMENTS UN aak.5 Jack Studs/Headers—' e_-Ip Bracing Y-RbVLVe_-- 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 V2 (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 bhp - Fire wall 2, 3,4 hour estUQ! Sam" C-/k b Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2inch 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 Foundation Inspection Report Office No. (5 18)761-825 6 Date Inspection request received: L)O) Queensbuly Building&Code Enforcement Arrive: am/ Depart: m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: lip -e)()3 NAME: PERMIT#: e LOCATION: C t j, -�rWo (I 1t) 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 F dation 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 f Cast/Copper Foundation Insulation Interior Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMSToundation Inspection ReporLdoG January 28,2003 Foundation Inspection Report Office No.,(5 18)761-825 6 Date Insp9ci4on r ue t cei d: Queensbury Building&Code Enforcement Arrive: M/P Depart:1�b_a a In 742 Bay Rd., Queensbury,NY 12 804 Inspector's Initi s: t a� NAME: RMIT LOCATION: 8 rrPEC T ON: 7- 1 q::: TYPE OF STRUCTURE: Comments J F/ Y// j N N/A IN/Tootings 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 of 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.Codcs.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (51.)761-8256 Date Inspection request received: 7 // Queensbury%u' lding&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd. ensbury,NY 12804 Inspector's Initials: NAME: PERMIT NO.: U� LOCATION: � G�_-.-..-.-.__...-.-.-....___..__ INSPECT ON:' 3 RECHECK: h- Q tP(L, Comments and/of diagram Soil Type: Sand l Loam/Clay ��G- Type of Water: Municipal/Well Water Waterline se aration distance ft. t �( Well separation distance ft. t �--� . Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone �Gra -Seepage Pits: Number Size: x . , 'r Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/-Se arations Foundation to tank ft. Foundation to absorption ft. Se aration of Pits ft. Conforms as_per Plot Plan Y N Location of Syst6m 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 LASueHemingwaylBuilding.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Permit Number REScheck Compliance Certificate Checked By/Date 1995-AMC RES cheekSoftware Version 3.5 Release lc Data filename:C:\Program Files\Check\REScheck\Byerbach Addition.rck TITLE:Energy Audit CITY:Glens Falls STATE:New York HDD:7635 CONSTRUCTION TYPE: Single Family DATE:07/07/03 DATE OF PLANS:6/23/03 PROJECT INFORMATION: Addition to Byerbach Residence Queeausbury NY COMPANY INFORMATION: Professional Building Systems COMPLIANCE:Passes Maximum UA= 102 Your Home UA= 100 2.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Cathedral Ceiling(no attic) 476 38.0 0.0 13 Wall 1:Wood Frame, 16"o.c. 140 19.0 0.0 8 Wall 2:Wood Frame, 16"o.c. 282 19.0 0.0 13 Window 1: Metal Frame with Thermal Break:Double Pane with Low-E 60 0.333 20 Wall 3:Wood Frame, 16"o.c. 140 19.0 0.0 6 Door 1:Glass 40 0.270 11 Basement Wall 1:Masonry Block with Empty Cells 420 11.0 0.0 26 Wall height:7.0' Depth below grade:6.0' Insulation depth:7.0' Door 2:Solid 20 0.140 3 Furnace 1:Forced Hot Air,78 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 1995 NEC requirements in RES checkVersion 3.5 Release lc (formerly MECchebk and to comply with the mandatory requirements listed mi the RES checkInspection Checklist. S L Builder/Designer Date t REScheck Inspection Checklist 1995 MEC REScheckSoftware Version 3.5 Release is DATE:07/07/03 TITLE:Energy Audit Bldg. Dept. Use E Ceilings: [ ] E 1. Ceiling 1:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: l Above-Grade Walls: [ ] i 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation E Comments: [ ] ( 2. Wall 2:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: [ ] 3. Wall 3:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement WaHs: [ ] ( 1. Basement Wall 1:Masonry Block with Empty Cells,7.0'ht/6.0'bg/7.0'insul, R-I1.0 cavity insulation Comments: Windows: j ] 1. Window 1:Metal Frame with Thermal Break:Double Pane with Law-E,U-factor:0.333 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes j ]No Comments: Doors: [ ] ( 1. Door 1:Glass,U-factor:0.270 Comments: [ ] j 2. Door 2:Solid,U-factor:0.140 Comments: Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,78 AFUE or higher Make and Model Number E j Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-light assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. j Vapor Retarder: [ ] ( Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. ° Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] ( Manufacturer manuals for all installed heating and cooling equipment and service water heating Table]: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1° U tj01._25_' 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HYAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes " Piping System Types Range F 2 Runouts 1 and Less 1.25 to 2 2.5 to 4 Bleating Systems Law Pressurefremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 1.75 1..5 1.55 and Brine Below 40 1.0 1.01 NOTES TO FIELD (Building Department Use Only) -R—EScheck Inspection Checklist 1995 AMC REScheekSoftware Version 3.5 Release Ic DATE:07/07/03 TITLE:Energy Audit Bldg. Dept. Use Ceilings: 1. Ceiling 1:Cathedral Ceiling(no attic),R-38.0 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: 3. Wall 3:Wood Frame, 16"o.c.,R-19.0'cavity insulation Comments: Basement Walls: 1. Basement Wall 1:Masonry Block with Empty.Cells,7.0'ht/6.0'bg/7.0'insul, R-11.0 cavity insulation Comments: Windows: 1. Window 1:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.333 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: 1. Door 1:Glass,U-factor:0.270 Comments: 2. Door 2:Solid,U-factor:0.140 Comments: Heating and Cooling Equipment: 1. Furnace 1:Forced Hot Air,78 AFUE or higher Make and Model Number Air Leakage: Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating Check Residential Plan Review: One&Two Family Dwellings Y/N/N/A (2)Full sets of plans Over 1,500 sq.ft.—Stamped Design Loads On Plans: 90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade, 5.7 sq. ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK �• " Dampproofmg/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10' Exterior Grade . Framing Cross S ct' n For E -a Roof Li e,Vertical Fire Stopping Every 10' Where Q Re uired a Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Door`s Stairway Headroom 6' 8'All Stairs 36"Width - Stair Run and Rise Winder Run and Rise Spiral Not Allowed From 2n Story - Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Y Hall Width, 36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed.Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results,if required Septic To Well Or-Water Line Separation All Paperwork Signed