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2010-167 TOWN OFQ UEENSBURY oTio 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building& Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20100167 Date Issued: Friday, January 27, 2012 This is to certify that work requested to be done as shown by Permit Number P20100167 has been completed. Location: 2 LOWER WARREN St Tax Map Number: 523400-303-019-0001-028-000-0000 Owner: IVAN C BELL ATax Map Number: 523400-303-019-0001-026-000-0000 pphca t: IVAN C BELL Owner: IVAN BELL This structure may be occupied as a: 523400-303-019-0001-027-000-0000 Commercial/Industrial By Order of Town Board Owner: IVAN BELL TOWN OF QUEENSBURY Tax Map Number: 523400-303-019-0001-029-000-0000 1it) d Issuance of this Certificate of Occupancy DOES NOT relieve the / ),, ` /7, pruperry owner of the responsrp rortompliance with Site Plan, ;uilding � ,/`'Variance, or other issues and conditions as a result of approvals by the Director of &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: P20100167 Application Number: A20100167 Tax Map No: 523400-303-019-0001-028-000-0000 . Permission is hereby granted to: IVAN C BELL For property located at: 2 LOWER WARREN St a in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot?bans atid"other information hereto filed and approved and in compliance with the NYS Uniform Building Codes'and the Queensbury Zo,ping Ordinance. Type of C9nstruction Value Owner Address: `,,WAN C BELL Co al/Industrial $200,000.00 38 ORCHARD St \ Total Value GLENS FALLS,NY 12:'11 i $200,000.00 Contractor or Builder's Name/Addrt ss \ T ElectiXal Inspection Agency \J � I / Plans&Specifications , !f 2010-167 3000 sq ft commercial new buil Ing $450.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,May 17, 2012 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Tri ofQueens ry;4 o , ay 17,2010 if 4 4.... SIGNED BY '"` �/ for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY IFir* 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100167 Application Number. A20100167 Tax Map No: 523400-303-019-0001-028-000-0000 Permission is hereby granted to: IVAN C BELL For property located at: 2 LOWER WARREN St 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: IVAN C BELL 38 ORCHARD St Commercial/Industrial $200,000.00 GLENS FALLS,NY 12801 Total Value $200,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2010-167 3000 sq ft commercial new building $450.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, May 17,2011 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the own Que b ',May 17, 2010 SIGNED BY S for the Town of Queensbury. Director of Building&Code Enforcement 11.1 a FFICE USE ONLY APR ? 2010 TAX MAP NO. PERMIT NO. I � FEES: PERMIT - - RECREATION ENGINEERING • i- PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION.. APPLICANT/BUILDER: 166 ,,,^__P�T,I, # '" L 11l OWNER: 1v ADDRESS:2 � LO11ADDRESS: `A PHONE NOS. % 0146 PHONE E'--NOS. L.JIAV' . CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:011144 LULL PHONE: 6f60'Lata LOCATION OF PROPERTY: I • a1 �N5w1 }fAt(� >*f SUBDIVISION NAME: N ai PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUR Q o u0i O w L y PROJECT Q p o rc y O=x r--° FL' Ori 2, w Q aQU Qop F. „ ((J� �/. QFF-- CZ MI 2 Q Q �'N NN Ori HIL 11 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO•_) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR 31� 3000IJ,�9./�i -A moi"0 INDUSTRIAL V ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS:pia %P11C/ iorito 1 ESTIMATED CONSTRUCTION COST:00 FUEL TYPE: Mr* [ikb HEAT TYPE? DINItV 'HOW MANY FIREPLACE(S) 141011 _AND/OR WOODSTOVE. V' S(S`):- t N.,l, ZONING CATEGORY: C l.1 ARE THERE WETLANDS ON THIS SITE? AO •' AIA �V T 10 IS THIS A HISTORIC SITE? 140 PROPOSED USE OF BUILDING OR ADDITION: '&k iisrbeihafu, Town of Queensbury•Community Development Office•742 Bay Road, Queensbury,NY 12804 A • ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? t40 ARE THERE EASEMENTS ON PROPERTY? t4 tft. 1e4 0tget 1 _ *Please complete a separate Application for 'Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application,plans,and supporting materials are a true and complete statement/ description of the work proposed, that all work will be performed in accordance with the NY State Builidng Codes, local building laws and ordinances,and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I /we are required to provide an as- built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read a•• ag - • • a••ve. Signed: „ ►i Vse rdA/e4•1T Director of Building&Codes: 761-8256(for questions QUESTIONS CALL 1'8'I-E256OREMAIL regarding Building Permits, construction codes or septic codes(aiaueensburv.net systems) VISIT OUR WEBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218(for questions regarding www.queensburv.net required permits,the permit process,application requirements or to schedule an appointment) Permission is hereby granted to the above This application/proposed action described herein is Applicant to : : atter the building described found to be in accordance with the zoning Laws of herein i, ....,t. with <id Application: the Town of Queensbury Adi //J ZONING APPROVAL B iI & ODE ROYAL DAT- DATE Office Use Only Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy limit Special Conditions: Revised 9/22109 Town of Queensbury•Community Development Office•742 Bay Road, Queensbury, NY 12804 Inspection Form Town of Queensbury Fire Marshal CD Periodic inspection Date: Ib'11 IJ Time: qi U 742 Bay Road,Queensbury NY 12804 o Re-Inspection 518 761 8206/518 761 8205 OM CO Inspection Permit#: 10 I 6 7 Fire Marshals Representative X MJ Palmer Business Name: iL S Location: La-4.._ vol,, .v..- Sr _ GK Stillman Contact: C4\r i. S Type of Inspection N/A Yes No EXITS: Exit Access FC 1014&FC1029 NOTES Exit Enclosure FC 1020&FC1029 Exit Discharge FC 1024&FC1029 Locks and latches FC1008& FC1029.2 Sign:Normal FC 1011 &FC1029 Sign:backup FC 1011.5.3&FC1029.7.5 ,, AISLES: Main Aisle Width FC 1024/1025&FC1029.11 i Secondary Aisle Width FC 1025&FC1029.11 - FIRE EXTINGUISHER: Flung FC 906 3 '1 _ Al\ Inspection of extinguisher FC 906 Mir EVAC Plan FC 404.6 TRUSS ID SIGNAGE FC 505.3 _- EMERGENCY LIGHTING: r Interior FC 1006.3&FC1029.8 Exterior FC 1006.3 Clearance to Electrical FC 605.3 Electric Wiring Enclosed/Labeled FC 605.3.1 Combustibles in Equipment Rooms FC315.2.3 F.D.Signage- FC 510 .. No Smoking Signs FC 310.3 Storage FC 315.2 Compressed Gas FC 3003 Cotnels-r /-c- lo*cox CW\c, Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 L trot(►,e Smoke Detectors FC 907 - CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315.2 18" / 24" EVAC SIGNS IN Rooms FC 404.6(R1 02) Fuel Pump Warning Signs FC2205.6- Fuel Station Emer Procedures FC , .3.5 Exterior Storage FC 315.3 REINSPECTION DUE APPROXIMATEL] Vacant Buildings FC 311 21 DAYS SYSTEMS: FC.901.6 Insp OK NC DATE: OK NC Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE: OK NC HVAC Shutdown Sprinkler System - Annual - `-' Sprinkler FDC r-ire Marta+ insp Cil. C,r"c 1e`` CO nu be iss!;ed Yui Kitchen Suppre Semi Annual tUii tg& Code ra> 'u Ai Fuel Island Sup ssion Semi Annual Hood Cleaning 3-6-Annual Knox Box:installed/checked FC506 1i;,id 1, Operating Permit, if required will be issued offer .-_.� �_ —-- P 9 4 � _ �'F'ir r ar�hal Completion of Inspection E .....�TI napf QUA tlry_,a._,_ ., Commercial Final Inspection Report Office No.: (518) 761-8256 Date In, • ,' '•n reque, -- ed: Queensbury Building &Code Enforcement Arrive: ~ ; Lii.:• Depart: -i arp - 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 11(1) \C-'' PER T"#: l `-'‘ LOCATION: 2. L,t c.r2 ' Q b� DA . :1 I t: '7,- ,.°' COMMENTS: . Chimney/"B"Vent/Direct Vent Location V � Plumbing Vent Through Roof= %Roof :,. 1/ ,.f Exterior Finish/Grade Co - .- ; '. ; •, • ivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior!Exterior Banisters 4 in. Spacing Platform 1 Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft All Doors 36 in.w/ ever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44'(i)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18')Above Grade / Floor Bathroom Watertight/Other Floors Okay ,_ ✓ Relief Valve,Heat Trap/Water Temp.110 Degrees k . Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing Fresh Mr Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site, Oil Furnace Shut Off at Entrance to Furnace Area ' Stockroom/Storage/Receiving/Shipping Room(2 hr.),I'i doors > 10%> 1000 sq.ft. =may: ' Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Conic*/Fire Dampers/Fire Doors Ceilin. Fire Sto• 3 000 =..ft.Wood F - fy''-,= Attic Access 30"x20"x30"(h),Crawl •,-.f_4..3,— 18"x 24" Smoke Vents Or Fan, if required A Elevator Operation and Signage I Shaft u. Handic!Pped Bathroom Grab Bars/S',1• Toilets Handicapped Bath I Parking Lot Sig ;:;.; Public Toilet Room Handicapped • •, ` '• , Handicapped Service Counters,34;-*' Checkout 36" Handicapped Ramp/Handrails ,`-,nuous/12 In.Beyond(Both sides] Active Listening System and = , , Assembly Space e- Final Electrical/Flex Gas Pi.,.:C:'" - • • Site Plan/Variance requi ,..,7!3' V \ 5)\ Final Swvey, New Structu ': ..; . . . Plain certification,if req. As-built Septic System ` ' Required or On File Building Number or Te _- �Addrerss on Building or Driveway 4' Water Fountain or Coo ' • Building Access All Side 'by 20'/Driveable S dace 20'wide Okay To Issue Tern Tern..Or Permanent CIO Okay To Issue C/C / L:\Building&Codes Forms\Building&Codes\inspec tion FormslCommercial Final Inspection Report.doc Revised January 7.2008 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins. =ction <<t t = .:a ' =ived: Queensbury Building &Code Enforcement Arrive: .• ,yl1, Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Inkia i! c NAME: PERMI . 1 i - • - LOCATION: b-ce DATE: - _•- COMMENTS: Y N NA Chimney/'B'Vent/Direct Vent Location - Plumbing Vent Through Roof 6°/Roof Complete Exterior Finish/Grade Complete 6°in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Banisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in.I Step Risers 7"I Treads 11" Vestibules For Exit doors>3000 sq.ft. MI Doors 36 in.w/Levor Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44'(I)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18°)Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap I Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Supply for Occupancy I Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 'A doors > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood Frame Attic Access 30'x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in.,Checkout 36" T� Handicapped Ramp/Handrails Continuous/12 in.Beyond Roth r/ / sides] Active Listening System and Signage Assembly Space �\ (j Final Electric al/Flex Gas Piping Bonded !z Site Plan/Variance required Final Survey, New Structure/Flood Plain codification,if req. ,`()` N As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' Water Fountain or Cooler Building Access All Sides by 20'/Driveable Surface 20'wile Okay To Issue Temp. or Permanent CIO Okay To Issue C/C L:Building&Codes FormslBuilding&Codes\lnspec tion FonnatCommercial Final Inspection Report.doc Revised January 7,2008 RUCINSKI HALL ARCHITECTURE � Ronald Richard Rucinski ,�� Ethan Peter Hall \�, c 627 Maple Avenue q� 1 Saratoga Springs NY 12866 p" Voice 518 5801905 Fax 518 584 5012 Email ephall c©nycap.rr.com Special Inspection Report To: John O'Brien - Town of Queensbury— Building Department From: Ethan Hall Date: 26 January, 2012 Re: IBS Septic and Drain At the above referenced project location this office performed periodic special inspections of the project in accordance with the requirements of the New York State Building Code. It appears that all structural elements of the project are installed in accordance with the construction documents. I understand that there are several punch list items that remain to be completed and Ivan indicated that they are being completed this week. All work performed is acceptable to this office. If there are any questions ple , ntact our office. Regards, -,, ,, ° tt. `` 10g sl. t- 11:„4,„:,, ,,,,,,..: „.11, 1 „,$ Ethan P. Hall —Archit °. o-°, Rucinski Hall Architect Y:Uvan Bell Septic(IBS)\Paperwork\.Special Inspection Letter 26 Jan 2012.doc 1 lik Commercial Final In l specbnRe lait. Office No.: (518) 761-8256 Date Inspe do •, , rr.- �►► • • •. 1 a5 i)_._ - Queensbury Building&Code Enforcement Arrive: e• . 'Atm.., 742 De rt: ails 742 Bay Road, Queen bury, NY 12804 inspector's Initla '. �r�'" lam' NAME: l 13e 41 Vert 16-I49797 LOCATION: 6:..,. -curt e-rt i- ' : f.49Lechi =OA,-).-S t I'`" 6 146,) 6L Id Cjy1ENT Y N NA Chimney I'B'Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent ..i7.4- '/ �V4 . Interior/Exterior Guardrails 42 in. Platform/Decks r _ Interior l Exterior Banisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq ft All Doors 36 in.w/Lever Handles/Panic ardware required ii Exits At Grade Or Platform 36(w)x 44' • ,:/, Equiv. Gas Valve Shut-off Exposed : - ,-iii---, .• • • ' = Grade ° 'G' ' �F,t Floor Bathroom Watertight/ • Floors • , _ ui Relief Valve,Heat Trap l Wa, 1 .. 0 Degrees Maximum C � �/ Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System ::_;,6'.. �` , _ Fresh Air Supply for Occupancy/Ventilation Combustion = _l €-�'r j jLj` Low Water Shut Off For Boilers P \-- ( Gas Furnace Shut Off Within 30 ft or WRthin Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area at Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '4 ibrs > 10%> 1000 sq.ft. ? "§::>a�2- " w�'-5t-t %Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete,l=Fire ���� �� ��� Dampers/Fire Doors C r �� -` , , Ceiling Fire Stopping,3,000 sq.ft.Wood Frame i-;---1 6- \---\ JL till Attic Access 30"x 20"x30'(h),Crawl Space Aciiiits 18"x 24' Smoke Vents Or Fan, if required -_. .), Elevator Operation and Signage/Shaft Seas Hand'—L. =• Bathroom Grab Bars/Sinks/ Handicapped Bath/Parking Lot Sign ! _.‘;',17:' Public Toilet Room Handicapped • ..--r x Handicapped Service Counters,34 in.rj • 36" Handicapped Ramp/Handrails Con• ,.:_-• s112 in. Beyond Roth t Active Listening System and Sig Nsswnbly Space Final Electrical/Flex Gas Piping Site Plan/Variance required Final Survey, New Structure/ -„'•; • Plain certification,if req. As-built Septic System Lay• w `.:•uired or On File Building Number or Tenant •',-- on Building or Driveway 4' Water Fountain or Cooler Building Access All Sides by 20'/Driveable Surface 20'wide Okay To Issue Temp.or Permanent CIO , Okay To Issue C/C L:\Building&Codes FormsUBuiiding&CodesUnspection FormslCommerc ial Final Inspection Reportdoc Revised January 7,2008 Framing / Firestopping Inspecti•n R= • •rt Office No. (518)761-8256 Date Inspection Queensbury Building&Code Enforcement Arrive: °- 4,00 Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's NAME: TO �j � �C -MIT#: LOCATION: Z. LC) I 'PECT ON: TYPE OF STRUCTURE: Framing Y COMMENTS: Attic Access 22" x30" minimum Jack Studs/Headers CC. t �. Jit hangers ngers Bridging \� � G F Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more , Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 116(w) 16 gauge(8) 16D nava each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side's inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0sfgrade L:\Buildkp&Codes Forms-OLDlBuUdip&CodesUrnhsdion FonmsFFrsming Firestopping Inspection Report.doc Revised Jemmy 7,2008 "RUCINSKI HALL ARCHITECTURE * " ; Ronald Richard Rucinski ` Ethan Peter Hall C�c2' C, 627 Maple Avenue Saratoga Springs NY 12866 Voice 518 5801905 Fax 518 584 5012 Email ephall@nycapsr.c m Ivan Bell! IBS Septic and Drain Service 11 January, 2012 John O'Brien—Town of Queensbury—Building Department 742 Bay Road Queensbury NY 12804 Structural framing inspection At the above referenced project we have performed periodic field observations of the installation of the structural wood framing for the exterior walls and the roof truss installation. All this work appears to be in conformance with the construction documents and is acceptable to this office. If there is any additional information required please contact our office to discuss. Regards, OD `-q, 1f4' & :%r i..1 , ` I Ethan Peter L '".'"," Architect •� A } Y:\Ivt Bell Septic 1 1att 2012,doc 9 It Rough Plumbing I Insulation Inspection I epo Office No. (518) 761-8256 Date Inspection . •-', - •: 41/ Queensbury Building &Code Enforcement Arrive: - , �• �'� rt: IMPAlra • 742 Bay Road, Queensbury, NY 12804 Inspector's nitial C PE` #: 10 -1E7 LOCATION: z_ Lo tz E Z uJ R P1 57 INS'ECT ON: I -16 -I Z TYPE OF STRUCTURE: Y N NIA I Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check I Commercial Check Wei U-5 Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape _ COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 A 100 ' Rough Plumbing I Insulation Inspection Report- Office eportOffice No. (518)781-8256 Date 1 requ M -r • Queensbury Building&Code Enforcement Arrive: -t a •y�if�-�-,• !rt: 742 Bay Road, Queensbury, NY 12804 Inspector's Initia ,..17=4;•37/..-4"' NAME: Cr i► P: ' IT#: \ti '� l LOCATION: lam► INSPECT ON: \ - — TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test ater Supply Piping Air/Head / 50 P.S.I for 15 minutes identiai Check/Commercial Check 0,\., Tyvek or Similar Exterior Sealant ""- Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation �p _ If required unheated spaces Combustion Air Supply for Furnace �-, Qv� Duct work sealed properly/No duct tape c-1 ` COMMENTS: �` ‘ \ Rough Plumbing Insulation Reportrevised Nov 17 2003, wised February 15,2005, revised January 7,2008 ai Framing / Firestopping Inspection Report Office No. (518)761-8256 Date I .-<- -• _ , req Queensbury Building&Code Enforcement Arrive: I L=36 ;�� � : = = pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials iNir 41111Pr NAME: 1 CIA J E?IC__ PERMIT#: /6 74 LOCATION: 1..0 tEP, INSPECT ON: 1 — - — TYPE OF STRUCTURE: -< A .•-- Y N C ENTS: E_ED� R RCH YvE� 1 Attic Access 22"x30" minimum �' — T 5 F I E L\) Jack Studs/Headers ✓ i rJ bPl p O �o�-- Bracing/Bridging Joist hangers c-k...1 C'S Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Wails / } Metal Strapping for Notches Top Plate v3E( �-C O 1 'i4(w) 16 gae(8) 16D nails each side �° vOS Fo tz A�CNo il_� lj , ug Draft stopping 1,000 sq. ft. floor trusses t. T°GE-Tv‘c 4‘2_ %-u-\11_Lj Anchor Bolts 6 ft. or lesson center ✓ %Qr) •%--•\1c21-) w-kF Ice and water shield 24 inches from wall re on 1, 2, 3 hour = 2, 3, 4 hour 1sNINC.-t\cQ.._ ,3�LT � _ 'art Penetration sealed 16 inch insulation in cavity min. Garage Fire SeparationHouse side%inch or 5/8 Garage side 5/8 inch Type Xnch Type X 1" v� Ipc—c i Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) Q ZE c\-Ne_ F PQM< , 20 in. (W) 5.7 sf above/below grade 5.0sfgrade L:1Building&Codes Fortes-OLD1BuIiding&CodesldapeGfat Fomn*Fmming Firestopping Inspedion Repoitdoc Revised Jimmy 7,2006 11/21/2011 Mon 13:41 Eagle Metal Products 972-888-9966 ID:#36504 Page 3 of 6 Triple D Truss,LLC Truss: T2R 78 W.Dunkle Road mess=D»1018B Mill Hall,PA 17751 Dec 11/21(11 13:37:00 pit 570-726-3328 fax 570-726-3442 Page: 1 of 1 SPAN PITCH QIY OBL Int CANTL CANER FLYS SPACING W(T/PLY 60-0-0 6/12 1 0-104 0-104 0-0-0 00.0 1 24 no 550 be olio`$ 6-20 1 0x20 I Sze 1 s 110 io I 6-00 �}44 84 0 I 360 1 620 1 3 624 1 6-2-0 0110 #1 61240 1660 22-003600 3800 41-60 4750 53- 0 6000 g _. 'f1 5/ _' I `: 10118/20'1 Tue 08:04 Eagle Metal Products 972-888-9966 ID:#35389 Page 3 of 7 Triple D Trite,LLC Truss: T2 78 W.Dunide Road JobN me:D®D1018B Mill Hall,PA 17751 Dae: 10118/11 07:55:04 ph:570-726-3328 fax 570-726-3442 Pane: 111 SPAN PITCH QIY OHL (MR CANT CANFR PLYS SPACING WGF/PLY 600.0 6/12 1 0-10-8 0-10-8 0.0-0 0-0.0 1 24 is 550 les O11 62-0 I 240 I 18-60 I 22-00I 30-00ecru 3600 I 41-60 I 47-00 53400 I 6000 14 211l p264 ��Iy�{{ �{{01 mo , °l 61 2u4 2 ' ' 1 100i - 6 5;61\ 12 11 7 ; .. 41' 1 2380 'i ■■11 Iu�01lg• u�ggM ��77Iu�gg / � 1� 3uHl 7er10( 12e12—7x12I 1012%18- 7x12I 12x,2- 7x 1 aril( 27 0-0-0 040 620 6-2-0 6-2-0 23-00 6,20 6,2-0 6-2-0 I 6-2-0 I 12-4-0 I 1850 I 41-60 I 47-80 I 5 &0 8 0 I 600 I Loading(pat) General CSI Seminary Deflection L/ (hoc) Allowed MIL: 45 Pid`Code: IBC 2009/ TC: 0.52(6-7) Vert TL 133n L/532 (18-19) L/240 TCDL: 5 TP11-2007 BC: 0.80(1749) Vat IL 0.8 in L/884 (18-19) 1.1360 B(IL: 0 Repbbrhnaaise Yr Web: 0.91(74-25) HorzTL- 019in 13 BCDL: 10 D.O.L: 115% Reaction Spiry 11 Type 11%Combo BrgWrdlhRgdBut Width Ma Read MetCbarh7p8R lax MW1RSUAL MaC&C1 56 Malta Ma Ham 1 Pn(Wal) 1 5.5in 3.42. 4,1315. -5605. -5601bs 446. 13HRol(WA 1 5.5is 3.420 4,1305. - -5605. - -560bs Material Staten ary Bracing Summary TC SP 2400/1.8 2x 6 TC Bre* Shalhed,except 6-8:2-0.0 BC SP2400/1.8 2x12 BCBrrasF Shenk:dorPrins a10-0-0,Anbdesign byOOras. Webs SIT#2 2x 4 except 5A SPF2100/1-8 2 x 4 Loads Seminary 1)Ti i:tra s has been designed frrthe effects ofbalaneed(6/12,313 psf)sod untrimmed(6/12,9.4 p.fwnd,313 psf ee,30.5 psfke over pair to R2 R)soowloods far bips/gablesoaeadencewith ASCU-05with She following user defoedi4nt 45psfgomdsnow load,Tarns Cstega.yC,Sponse(StegayPati.SyEaposed(Cc= 1.0),Bolin Canvey 1t(I=1.0),Thorns'CmdiionAlOthers(06 1.0),DOI.=1.15.Hthereof emfpn.ti ndiffesfiaahip/gabk Baking Designer slag ossify snowballs 2)This truss has been deigned to account for the effects ofice dams fora*sidle eases 3)Miseries has been designed for the effects ofwodloads is accordance wilt ASCE7-05 withibe folowngmadefend ioput 90 mph,Reponse C Fadosed, (iYdf6p,BeidniCatcawyII(I=1.00),h=B-Ir256,Edre =T.uss,Badendwebsco®dered.DOL—L60 4)This trussing been designed 5.65.effects of 545 p.ffne load computed itaccordance wiihIBC2009 manning slope=3/12 adores supported=60 R'2,DOL= 115%. 5)M"ni®Yater attic losing hos been'tried in accordance wiIhIBC 1607.1 6)Tam dripped=die base truss for a cap truss.Cap graphic is hero:rare elnly. Member Forces S®mlary ret imlute4 e6®ua m,aQt28.amilform(r.aw,..t4.4ir07t6.44644.4.®1 SC 26-1 0.037 531 4-5 0.475 -7,79765 7-0 0523 -4,4821 10-12 6417 -7,9606. 1-2 6440 4,7551 5-6 0.347 -3,1021 8-9 0346 -3,10065 12-13 0440 -6,75566 2-4 0.417 -7,9618. 6-7 0523 -4,4821 9-10 11475 -7,7978u 13-27 0.037 53166 BC 13-14 0359 7,7741 (-83504 15-17 0.791 7.03266 (3171* 19-21 0.790 7,03368 (-6171) 22-1 0359 7,7741 (-83468 14-15 0296 7,7741 (-83516) 17-19 1803 6,0681 (-26408 21-22 4296 7,7741 (434 1) Web 2-22 0.070 2841 5-23 11418 -4,433be 8-24 0721 2,0421 (-5901) 10-17 0568 -1,7721 2-21 0.694 -9101 6-23 0.113 4591 24-25 0986 4.4601 10-15 0456 1.0161 (-840 lbs) 4-21 0455 1,0171 (-83906 6-24 0.723 2,04001 (-5911) 8-25 0.112 4581 12-15 0694 -9101 4-19 0568 -1,7731 23-34 0.905 -4,4581 25-9 0.418 -4,4351 12-14 0.00 2851 5-19 1.543 2,2141 7-24 0.133 -9371 9-17 0544 2,2151 Notes 1)Aloe Roar area bas ben designed as a bang siva vett 40 psf How kw load and a 10 psf Boor dead load,and be intake writes'webs and rang hs beat designed for a 5 pef()radioed. 2)When this trashes been arra for quaky assurance impaction the8SceCise Tooth CwdMe&odpa TPI1-2002/A3.4 ddbrused. 3)BddieDesigner dna verify self weight oldie hat mid Wow dadbadmaee.h do not exceed TCDL5 pal 4)WasuoFewemeeewe isrequired for tosses our 60d+06.Lang span trusses are estrrmdydo Broustorecdadmayregdeaeatxpiatemporaryreriaoinsyslmalueingplan.The nationstresses potentially fir=cedar o-avec stresses((38s&Surernszy)shovan particularlybecametlntrm6ekstheremanerthraeig(ae:ngsimmry)adtheiattachm end°the basing struehnalelements such=a wmplste:rnofdecking sygmadderwills drngerec1ra Therefore,isreca®Bekdtheta Felonious'aopmoabewaridtedfor the=dim aiysisofiargsp itwocs. 5)Design assumes 4x2(fid asineatian)puke attached tothetopofTCapsrie spacing shown with Yleast2-10dnails. 6)Brace bottom chord wilt apposeddustbin 7)Atleast one weboflstrmhasbendesiredwiltapodportintheweb.Alpmdprtsonsuchwebsdibsbracedheavlypapatdedrtotheploeofthetruss.Ltaibraeashill beimbibed witbo6 •ofeadweb standpoint. 8) E heiress laailbsasegreplied perpndimbrtothephmeofthetrmeeiherthemidpoit(oneshown)rGidpoi*(twodon),iramgbyotas See BL4-B3for addition Seaminess. 9)Iiltedwodnp8rostios bard en PAWNS d:CEC lowing. 10)Bottomebord inthe ape area ofthistruss meds I/360 friss led ad1/240 for total load deflection aim ALLPERSONSFABRICAT1NQ HANDLIK wwEC1moORINSIAun(uANYTR> SBA.4DDPONTHISTRUSSDESIG4DRAWINOAREINSTRDCTFDTO I TmeBmid6Saran v5.08.40 PEFFRTOAILOFTHEINSFR*.TIONS,LIMITATIONSANDQIIALIEICATIONSSET PORTH(NTHEEACIEMETALPAODDCPSDENONNOTEIffiSOFDWITH Fs*Meld Predicts THIS DE&8NANDAVAILABLE F1b3MFAC1EtVONREQUEST. Wm TX 75134 Foundation Inspection Report Office No.(518)761-8256 Date Inspection u e Queensbury Building&Code Enforcement Arrive: k P Z � part: ,:, , m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini • NAME: f. "/ F �PERMIT#: Z LOCATION: `moo,,�,-- INSPECT ON: I 9 � TYPE OF STRUCTURE: Comments Y N N,L Footings 'iers Shib k7/ Reinf. ' ent in Place The , s tractor is responsible for iding protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wailpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 162inchwidth 6 inches above footing 0\til 6 'l poly for wet areas under slab V kfill Approval Plumbing Under Slab 4k -' C I Cast/Copper • nor Rough Grade 6 inch drop within 10 ft. L:\Bulkling&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection reque: Queonsbwy Building&Code Enforcement Arrive: 0:0�"s� , / s ': . 3-761., 742 Bay Rd.,Queensbury,NY 12804 Inspector's iai; • �LAe NAME: AF_Pnc' opal i7) PERMIT#: I C — (c 7 LOCATION: i S • r 11f-;INSPECT ON: 1 — I — l 1 TYPE OF STRUCTURE: Conpnents 41110111141011111.111 a Na 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 Footing Dowels or Keyway in place Foundation Dampproofng Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 40Pf 6 mil of for wet areas under slab Plumbing Under Slab /Cast/Copper - 1 . L, off- Rough Grade 6 inch drop within 10 ft. LABugding&Codes Forms\Building&Codes\Inspecdon Forms\Foundaiion Inspection Report.doc Last prim 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection -.1 st r iv- : Queensbury Building&Code Enforcement Arrive: Ali.- 'EP t pm s ..: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini.: • NAME: V !� r) TE #: la 1 LOCATION: (.....04.42 V c 4* !2C SPECT ON: /./ TYPE OF STRUCTURE: Comments frNA � 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/Walpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing ' 6 mil . . for wet areas under slab Plumbing Under Slab PVC/Cast/Copper / Rough Grade 6 inch drop within 10 ft. L:‘Building&Codes Forms\Bufding&Codes\Inspection Formsfoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ii; Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: 11p�an :/4 i T 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials NAME: \�� PERMIT#: �� I L7 LOCATION: INSPECT ON: TYPE OF STRU (r , 4., Cgmment4 I t 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight.or Sump --�"� Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\BuUding&Codes Forms\BuHding&Codesunspection FormsWoundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM - /L`'0//1e.Sclic Foundation Inspection Report �° Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart'�am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: l & Z 6 7 LOCATION: INSPECT ON: ---`? TYPE OF STRUCTURE: L-s kA ANA Comment% X _ x NjA Footings Piers - Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement ,J•..,. :. I re Materials for this purpose .n site. Foundation/Wallpour / \ < • a I ace � ��,�-)'� Footing Dowels or Keyway in place � Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump - � Footing Drain Stone: 12 inch width —� 6 inches above footing Z 6 mil poly for wet areas under slab _ v Backfill Approval 6v Plumbing Under Slab -PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspectioon Report.doc Last printed 12/20/2005 9:24:00 AM i " 10,,1 - Foundation Inspection Report Office No.(518)761-8256 Date Inspection req • - r1: I 1 S4:6i D Queensbury Building&Code Enforcement Arrive: :