Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
2011-481
iA TOWN OFQ UEENSBURY 742 Bay y Roa d,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110481 Date Issued: Wednesday, November 06, 2013 This is to certify that work requested to be done as shown by Permit Number P20110481 has been completed. Location: 34 WILLOWBROOK Rd Tax Map Number: 523400-296-012-0001-027-002-0000 Owner: WILLOWBROOK RD Applicant: SCHERMERHORN COMM. HOLDINGS, LP This structure may be occupied as a: Apartments 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 Planning Board Director of Building& Code Enforcement or Zoning Board of Appeals. 1 TOWN OF QUEENSBURY Fors 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20110481 Application Number: A20110481 Tax Map No: 523400-296-012-0001-027-002-0000 Permission is hereby granted to: SCHERMERHORN COMM. HOLDINGS, LP For property located at: WILLOWBROOK 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: SCHERMERHORN COMM. HOLDII 536 BAY Rd Suite 2 Apartments $3,500,000.00 QUEENSBURY,NY 12804-0000 Total Value $3,500,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-481 49,869 sq ft apartment building $9,973.80 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, September 27,2012 (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 own of9ueeii of Y; A T ' ay, September 27,2011 L.4)a,./i-4// SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement t1,440,i,41-1„,4 : 0,40 etjs OFFICE SE ONLY 1` E . 1�.., it J Jnr 11 TAX MAP N PERMIT NO. __ - — ' - G, SES' 2 2011 FEES: PERMIT_ G 2• _ RECREATION ENGINEERING I, (If applicable) -tcNvh QE41:1E.E4tiSPA.fR Y-' BUILDING & GODES PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPRO V ' '.• PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. � ,p APPLICANT/BUILDER:-6 4'm /• OWNER: � i �� ►' far? ADDRESS: :3;:o WI "a _____— ADDRESS: 8 Yi/!491 Q5 PHONE NOS. 70--a0.74 PHONE NOS. P-a.7.¢ ptlbJ Pil- / CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: Fye1.�sr-4 /•#& HONE: ` LOCATION OF PROPERTY: 149 1WM04 PerPF Ma - W, CnJ5ex. Ve HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? EYES ❑ NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: JULY 2'i ' PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT p cew 1- APPLY TO YOUR Z H ix O u) u) u) w PROJECT 0 < i= x SOF- O9 �• w Q a = U o W - _ u_ u_ u- O CtOOaz < _i - C/) VU) OLI- = 05 SINGLE FAMILY TWO-FAMILY (,/)Q � h (NOT. UMTS VP ) X 61S29 I 'cPI(Pl d 11 "i AT f I NI "/{O O' TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER Town of Queensbury* Community Development Office*742 Bay Road, Queensbury NY 12804 Town of Queensbury Fire Marshal . � 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas 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 allowed. Permit# Schedule Inspection Time am pm anytime Inspector Name Address Rough In_Final Appliance Manufacturer Model# 1Y\ L f°fr l 1 J N►M Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) Firestop(s) Vertical Chase Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension (if any) Mantel J0 OA, Height above f/p opening Witness Operation lU/g//-3 X Tank Placement(if LP) CO Detection CSST Bonding White—Building Dept. Yellow—Customer Pink—Fire Marshal Company: SCHINDLER ELEVATOR CO Address: 12 WALKER WAY i 3 • City, State, Zip:: ALBANY, N.Y. 12205 r Inspector: G.GRIPPIN QEI No: E 168 Initial Insp. Date: 10-30-13 Re-insp. Date: 11-06-13 Misc. Info: RE INSPECTION ROUTINE INSPECTION REPORT FOR ELEVATORS, ESCALATORS 34 WILLOWBROOK ROAD Address: QUEENSBURY NEW YORK 12804 Building Name: MALLARDS LANDING Maintenance Contract With: SCHINDLER ELEVATOR Certificate Expires: Authority: NYS Inspections Due: Last NL: Last FL: 10-30-13 CITY No: # 1 RISE: 3 PASSENGER: X FREIGHT: ESCALATOR: OTHER: TRACTION Name, Title and Telephone of Person Contacted: MATT @ SCHINDLER 518 782-0949 A17.1-2007 THE ABOVE ELEVATOR WAS TESTED AND INSPECTED AS PER ASME A17.2 CODE AND MEETS THE REQUIREMENTS OF ASME A17.1-2007 CODE NOTE: THE FIRE SERVICE KEY SWITCHES INSIDE THE CAR AND IN THE HALL SHALL BE REPLACED WITH TYPE FEO-K-1 KEY SWITCHES TO MEET THE A17.1-2007 CODE NOTICE: This report has been complied through the process of interview and observation. The report reflects only those conditions and practices which could be ascertained through interview and observation at the time of the call by the inspector. It does not represent that hazards and/or exposures not shown hereon do not in fact exist.We do not assume any responsibility for inaccurate or erroneous information,express or implied,given to the Inspector or to any other matters beyond our cause and control Form:URIP 06/01/0 I RX Date/Time 11/01 Z313 11:54 r.vmc Nov. 1. 2013 12: 52PM No. 0689 P. 2 Company: SCHINDLER, ELEVATOR CO Address 12WALKER WAY pit di;. City,.State, Zip ALBANY; N:Y.12205 Inspector: G,GRIPPIN QEI No: E 168 Initial Insp. pew 1Q.30-13: Re-insp: Date: Misc.Info: . - ROUTINE INSPECTION REPORT FOR ELEVATORS, ESCALATORS 34 Wit_t.OWSROOK ROAD Address:: QUEENSBLIRY NEW YORK 12804 Building Name: :MALLARDS LANDING Maintenance Contract With: SCHINDLER ELEVATOR. . Certificate Expires: Authority:. NYS Inspections;Due:• Last NL Last FL: 10-30-13 CITY No:: 1,1 . RISEN 3: PASSENGER: X FREIGHT • ESCALATOR: . OTHER: TRACTION . Name,Title and Telephone of Person Contacted: MATTASCHINDLER• 518 782-0949 , •x _.,,=...... - X� � 'i.;r r;wr::�':ti•tirFS;S '•w' r,e:af•:er :.�T.. �;.5.. -_��x'�•s,r i t_ -�:•:..� .:,,: . �:� .�..:..:•....,_...�:r..�._ ...ram.,,.a...,..;.r,.t _ - - - ,t5� } i'9��'- 7�4 rn;-mr _...., -..,..i, ,41 .w..a, ...�n.r-:...... .... ..... a.i .... s'+�r,.¢,.._-..R; :_: v':. ;+t 7 ,p::{,!'{ a-•:.Pt:- .�5•f'b'.r•.r''-:i;`u.�r.:+`r•+. a.� ,.�r. ,e._h r.x.,'r.* .•rlr.�°:':!.:kr�n. ��.w...:Th^J°__ _ :.-s'++`iK!x-•.., �J�51•.•l��^• A17.1-2007 INSTALL PIT SUMP PUMP THE CORRECT CODE DATE FOR THIS ELEVATOR IS A17.i-2007 INSTALL THE CORRECT FIRE SERVICE KEY SWITCHES(KEY 4i.FEO_K-1 IS REQUIRED) INSTALL FIRE PICTOGRAMS @:HALL STATIONS • PROGRAM THE IN CAR PHONE INSTALL SAFETY TEST TAG ON THE GOVERNOR .w. • • NOTICE:Tilts report has been complied through the process of interview,end observation.The report reflects only those conditions end pcactioes which Could be ascertained through interview and observation at the time of the call by the Inspector, It does not represent tha hazards acid/or exposures not$rlown hereon do not in fact exist.We do not assume any responeihility for Inaccurate or erroneous Information,express or Implied,given to the Inspector or to any other Matters beyond our cause end centiol Form:URIP 06f0t/0 RX DatelTime 111011Z013 12:54 r.uu. Nov. 1. 2013 12:52PM No. 0689 P. 3 SAFETY TEST FORM. # 1 Inspection Typal ANNUAL 0 Five Year XX ACCEPTANCE Inspector# E 168 Registration#•1 Applicable Code A17.1-2007 • SITE Sitd. T ne .MALLARDSLANDING. .WAR..UN COUNTY DATA Site Street Address 34 WILLOWBROOK ty,'State,Zip Ci ROAD QUB.BNSBURY, NEW XORK UNIT CLASS ' Elevator Type :XX Passenger Traction .Hydraulic Drum Rack&Pinion TO ❑ Freight 'XX OH• HO HB 0 D0. ❑ DB •❑ Elec ❑ Hyd • ❑ SW ❑ Roped Hydraulic ❑ Hand ❑ Other . : ❑ DW Type of Test; Type of.Safety XX Car Safety ❑ Counterweight Safety • •XX A, • XX Governor ❑ 011 buffer B ❑ Rack&Pinion Relief Valve Q..None. . . ❑ C . CWT Rurn,By Car Run By Maximum Design CWT Run-By • Bottom 0_ft_6.5 in Bottom. 0 ft 6.75 In Bottom .ft 8 In Top. 4 fA. 0. in Top _ '5_f. 0. in Sign Posted on CWT Guard ,Actual Gov Trip Speed Actual Gov Overspeed Sw Or Holsway Wall? Pullout• Yes XX No Car '173 rpm Car '127 fpm Length: 126%.Rated L. ad Test? • CWT . . fpm. CWT fpm ft XX Yes No NA 31250 , Rated Load Test? Slide on Rails; In XX Yes No 2500/1 Slide minus Safety Shoe= 0 ft j_.in • #of Turns Slack Cable SW: Governor/ Valve On Drum ❑, On Car • Sealed by: Emergency Brake Operation • ❑ On Machine ❑ State XXX Unintended Movement • XX,NA. XX NA . XX Elevator Company XXX Ascending Car Type of Governor Type of Car Buffer. Type CWT Buffer XX Centrifugal Pull Through 112, lbs Oil Oil D Fly Ball Pull Out 50 lbs XX, 'swing 2 XX Spring 1 ❑' Rack and Pinion • ❑ Other ❑ Other None Plunger.returned in Firemans Service Tested Relief Valve Opened psi 90 seconds XX Yes No Empty Pressure psi Yes ❑ No #of,Smokes. 4 XX Phase I XX NA Static Pressure psi #of Shunts 0,^ XX Phase II Working Pressure psi Static brift Test Emergency Power Tested? Battery Lowering Device? in min XX Yes No NA ❑ Yes X No NA Name of Elevator Company: SCH1N • EVATOR CO DATE: 10-30.13 OMPANY i2EP; B SI.SK INSP .: 0 PPIN DATE:10-30-13 inspection Form i5 Town of Queensbury Fire Marshal O Periodic Inspection Dole: 1 (t t3 Time: q ^ 742 Bay Road,Queensbury NY 12804 o Re-Inspection 1 I . 4 518 761 8206/518 761 8205 o CO Inspection Permit#: 1 FieMarshals Representative MJ Palmer Business Name: \`/h h0 S L1i\1( Location: .51-� LDS ,u ,j,,o, iGK Stillman Contact: DA nt-1-$ 1 D f . 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 r g,.p 1 nv� 5 -11(,� Sign:Normal FC 1011 &FC1029 [ �� C Sign:backup FC 1011.5.3&FC1029.7.5 QJt. - AISLES: Main Aisle Width FC 1024/1025&FC1029.11 Secondary Aisle Width FC 1025&FC1029.11 MgtJ43 �CZorNA Gf 4-4--, c✓0K. FIRE EXTINGUISHER: Hung FC 906 r 1s5/41/GCTZ3h ("C.c.,. I`I6 Inspection of extinguisher FC 906 G EVAC Plan FC 404.2 34) inc. I Off TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 H Qf i tJ5(v7--^-ram 4- — ©L-- Exterior FC 1006.3 (y/ 4'J U,-ry(j, Clearance to Electrical FC 605.3 Electric Wiring Enclosed/Labeled FC 605.3.1 '3 Combustibles in Equipment Rooms FC315.2.3 s Q� LcTk r C, OZ.— F.D.Sign_q_ge- FC 510 C.GrAPItAN:e— .- Sin taG/4-- No Smoking Signs FC 310.3 Storage FC 315.2 5V - ` Compressed Gas FC 3003 Vehicle Impact Protection FC 312.1 /� Interior Finishes FC 803-8046) I 1 I.S51 vv�+ j P4 11 y CP,.`�����^ Smoke Detectors FC 907 }-f 4 t,()S/ WO S r t l#� CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315.2.1 t c18" / 24" .7.i� i CO 4..i i5 o f1. ttirrit © --�.EVAC SIGNS IN Rooms FC 404.6(R1 &R2) ^� �` Fuel Pump Warning Signs FC2205.6 1 "4?il0 6 Fuel Station Emer Procedures FC2204.3.5 I Exterior Storage FC 315.3 REINSPECTIONDUE APPROXIMATELY Vacant Buildings FC 311 Emergency Disconnect FC 2203.2 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 _ G rx -- 1 UU "t%v\_ Kitchen Suppression Semi Annual Fuel Island Suppression Semi Annual _ C I er') Hood Cleaning 3-6-Annual 1.{� Knox Box:installed/checked FC506 ��nJ Operating Permit, if required will be issued after Completion of Inspection Inspection Form ll�113 Town of Queensbury Fire Marshal O Periodic Inspection Date: Time: f 742 Bay Road,Queensbury NY 12804 o Re-Inspection (� 518 761 8206/518 761 8205 A°•CO Inspection Permit#: 11-4 lJ 1 Fir Marshals Representative MJ Palmer Business Name: M q r_`.,r,o s L_ iek yip SNA Location: 29 lllv.�k�nc ( -P GK Stillman Contact: btP,C 4Et.) 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: f ' r �M l N Main Aisle Width FC 1024/1025&FC1029.11 Secondary Aisle Width FC 1025&FC1029.11 Gtv,p111 1 1 FIRE EXTINGUISHER: Hung FC 906 (� t" Inspection of extinguisher FC 906 EVAC Plan FC 404.2 TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: 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 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 Smoke Detectors FC 907 CO detectors FC 610 ✓ e r Clearance to Sprinkler/Ceiling FC 315.2.1 18" / 24" • . N • EVAC SIGNS IN Rooms FC 404.6(R1 &R2) / Fuel Pump Warning Signs FC2205.6 5 i(L✓1 Cl� 1/1;1 S • Fuel Station Emer Procedures FC2204.3.5 Exterior Storage PC 315.3 REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 Emergency Disconnect FC 2203.2 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 :p ;. .. Sprinkler System Annual (,.stay De is`'i,:x.1 INLY Sprinkler FDC in0d1/fr;a& C*. c< Kitchen Suppression Semi Annual Fuel Island Suppression Semi Annual Hood Cleaning 3-6-Annual Knox Box:installed/checked FC506 __ _. ---------- ' Operating Permit, if required will be issued after F-ir Ma''m °f �'' '=}it Completion of Inspection k° ��- - k1&) ,t,„q\dr,y Multiple Dwelling, Hotel, Motel, Apartment Final Inspection Report Office No.: (518)761-8256 Date Inspection req - -d: Queensbury Building&Code Enforcement Arrive: m IP Depart: - he a /pm 742 Bay Road,Queensbury, NY 12804 Inspector's Initials.`il9' NAME: L a\Cil �\ �tc ��.c� r ERMIT#: // <i . LOCATION: DATE: YIN NA COMMENTS: Chimney Height/ "B" Vent/ Direct Vent Location Plumb Vent Thru Roof Minimum 6" ✓/ Roof Complete ‘N Exterior Finish Complete /Finish Grade 6" In 10' Drop Interior/Exterior Railings 34 Into 38 in. /36" Landing, Decks, Porches Exterior Handrails, Balconies, Landing 30" Or More Interior Handrails Balconies / Landing 30" Or More / Interior Handrails Stairs 1 or More Risers J Guardrails 42", Ballisters 4" Minimum Spacing Vestibules For Exit Doors> 3000 sq. ft. Doors 36" / Lever Handles Headroom 6' 8" on Stairs Bathroom / Kitchen Watertight Smoke Detectors: Every level, Every bedroom Outside every bedroom, Interconnected Battery Backup Carbon Monoxide Alarm - lowest sleeping level Mc - \r Bathroom Fans / Plumbing Fixtures Complete �j� Foundation Insulation ((4/1 �-T\,� c\V e_t)\3 .D Fire Separation, 3/4, 1, 2 hr. Fire Walls 1, 2, 3 Hour/ Fire Door 3/4, 1 '/s, 2 Hour Handicapped Accessibility/ Handicapped Parking/Signage Gas Log In Sealed or Glass Enclosure Gas Valve Shut-Off Exposed / Regulator 18" Above Grade Gas Furnace Shut-Off Within 30 ft. or Within Line Site Oil Furnace Shut-Off at Entrance to Furnace Area Furnace / Hot Water Heater Operating / Fresh Air Intake Low Water Shut-Off for Boiler Relief Valve, Heat Trap /Water temp 110 Degrees Max. Garage Fireproofing Complete, Penetration Sealed ✓ Furnace In Separate Room / Protected (In Garage) Light Ventilation per Room /Safety Glazing Attic Access 30" x 20" x 30" (H) / Crawl Space 18" x 24" Final Electrical Site Plan/Variance Required Final Survey Plot Plan / Flood Plain Certification, if Req. As-built Septic System Layout Required Building /Apartment Number on Building or Driveway Build Access All Sides by 20', Driveable Surface 20" Wide '/ Okay To Issue Temp C/O or Permanent CO (circle one) > O., -1p '16€€ Ce Okay To Issue C/C L:\B&C APPLICATIONS-OFFICE USE MULTIPLE DWELLING.doc Tovrvn of 'C, ensbury Building&Code Enforcement Office No. (518)761-8256 Commercial Final Inspection Report Inspection request received: ib - -31 - 13 Name: M AU_ ' F�O � L.i\t3c)\ r'1G Inspected on: 1 \ --1 —1 -j Location: Cay 0J1 -1--Ou,WDO Q:C) Arrive: •,p __ a. I p.m. Permit No.: 1 k -v-e)\ Inspector's Initials: AWAY f_- COMMENTS Y N NA Chimney I"B"Vent I Direct Vent Location Al Plumbing Vent Through Roof 6"I Roof Complete - Mil Exterior Finish/Grade Complete 6"in 10'or Equivalent IM- Interior/Exterior Guardrails 42 inch Platform/Decks M-_ Interior/Exterior Balusters 4 inch Spacing Platform/Decks WA= Stair Handrail 34 inch-38 inch/Step Risers 7"/Treads 11" WA- Vestibules For Exit doors>3000 sq.ft. WA-_ All Doors 36 inch w/Lever Handles/Panic Hardware,if required WAIN Exits At Grade Or Platform 36"(w)x 44"(I)/Canopy or Equiv. WAIN_ Gas Valve Shut-off Exposed&Regulator(18")Above Grade WM Floor Bathroom Watertight/Other Floors Okay Mil Relief Valve,Heat Trap I Water Temperature 110 Degrees Maximum INI- Boiler/Furnace Enclosure 1 hour or Fire Extinguishing System ■.IM Fresh Air 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 --MO Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%>1000 sq.ft. �■� '/d Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors WA-_ Ceiling Fire Stopping,3,000 sq.ft.Wood Frame WA-_ Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" mi. Smoke Vents Or Fan,if required / Elevator Operation and Signage/Shaft Sealed/ =El Handicapped Bathroom Grab Bars/Sinks/Toilets/Mirrors MEI Handicapped Bath/Parking Lot Signage WAIN_ \ Public Toilet Room Handicapped Accessible WAM_ F\ {z t A A RS\--'HL Handicapped Service Counters,34 inch,Checkout 36 inch WA=- 17-, e6 e Handicapped Ramp/Handrails Continuous/12 inch Beyond[Both sides] M-- Active Listening System and Signage Assembly Space -IEW, Final Electrical/Flex Gas Piping Bonded WA= Site Plan/Variance required =ill Final Survey,New Structure/Flood Plain certification,if req. MP'_ As-built Septic System Layout Required or On File !J tG\i MM. Building Number or Tenant Address on Building or Driveway 4" -- Water Fountain or Cooler -Ma Building Access All Sides by 20'I Drivable Surface 20'wide _M_ Special Inspections/Engineer or Architect Approval KUM Okay To Issue Temporary or Permanent C/O O Ird■ Okay To Issue C/C Commercial Final Inspection_11 27 12 r i -, i RUCINSKI HALL ARCHITECTURE .�Ns` ' Ronald Richard Rucinski ' Ethan Peter Hall ;, 4- r 627 Maple Avenue . Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email ephall©nycap.rr.com Special Inspection Report To: Town of Queensbury— Building Department From: Ethan Hall Date: 1 November, 2013 Re: Mallards Landing (The Willows II) Adult Living Complex. At the above referenced project location this office has performed periodic site observations during construction and to the best of my knowledge and belief all items have been installed in accordance with the design drawings and are acceptable to this office. If there are any questions please contact our office. gw Regards, xr`'_ "'a1 s -,. . c. _. i w =- Ethan Peter \o,.„1,70,,_-....„,4,.,,./: Architectt f : Cc: Darren Vanderwalker—Schermerhom Construction Y:'Schermerhom\The Willows IrLot#9-Apartments'.Paper ork\Special Inspection Report 31 Oct 2013.doc • Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: / © 3 (- /3 NAME: . r 4� y e, k4 LOCATION: PERMIT#: //— Final Survey Plot Plan Approved Denied The attached final survey has been • received by the Dept.of Community Development. Upon review the survey has been: Craig : • ,Zoning Administrator Notes: L:\SueHemingway\Buildmg.Codes.Inspection.FORMSWinal Survey Zoning Administrator.doc MAP REFERENCE: BA YBROOK PROFESSIONAL PARK DATED JANUARY 31, 2001 LAST REVISED MAY 9, 2001 BY VAN DUSEN & STEVES LAND SURVEYORS, LLC FILED IN THE WARREN COUNTY CLERKS OFFICE ON JULY 25, 2001 LOT 7 LOT 8 LOT 4 4. A'. / 11 / / au � aiL a8e. 0 r 19J3'h A�b 144 1 ��o s, LOT 6 Nr6o5ji 49 LOT 9 Area 398545.02 sq. ft. 9.15 Acres S06-+�` 09-W LOT 5 3 co / � a LANDS N/F OF SHABAT OCT 31 2013 C 11, -'-A E I O Z U o w O � ti d m U o Q o a C, N Q N - 04 CN CN Z r� �° .� Cz U P. 0 � � w o ►.� .° tv � w � o 0 E- jig IR 4� LIC o Co n Co T'� d Ln 0 O T O W O F A rn G � z V1 V1 V Co O J t` 'd d' •my Co CO t 9 Co 1� M cfl ~ -4 Date= November 8, 20M scale r -4a S-1 SHEET 10F 1 allards Landing D1745 DWG. NO. 90276 — 9 Multiple Dwelling, Hotel, Motel, Apartment Final Inspection Report Office No.: (518)761-8256 Date Inspection request re-- •d: _ i Queensbury Building&Code Enforcement Arrive:V.‘O am/..fit Depart:3 D amha 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: - NAME: M -1r � `L'v P, MIT#: /1- (1 q LOCATION: ,7 ---/ I,(-' t.g...t /tLL`--(ftet DATE: VO - 31 - 1 -5 N NA COMMENTS: Chimney Height/ "B" Vent/ Direct Vent Location Plumb Vent Thru Roof Minimum 6" _ C3�owEV_-- boo�- Roof Complete Exterior Finish Complete /Finish Grade 6" In 10' Drop J -"1-r"-----5 0\i-. , Interior/Exterior Railings 34 Into 38 in. / 36" Landing, — -IS-L-e34=1/4-1- S2 C... Decks, Porches per\ Exterior Handrails, Balconies, Landing 30" Or More Interior Handrails Balconies/ Landing 30" Or More Interior Handrails Stairs 1 or More Risers Guardrails 42", Ballisters 4" Minimum Spacing Vestibules For Exit Doors> 3000 sq. ft. Doors 36" / Lever Handles J/ Headroom 6' 8" on Stairs 1Bathroom / Kitchen Watertight Smoke Detectors: Every level, Every bedroom .5) Outside every bedroom, Interconnected Battery / '. t L_-\- -_.W- Backup i ,�©�0�� NA o Carbon Monoxide Alarm - lowest sleeping level Bathroom Fans/ Plumbing Fixtures Complete Foundation Insulation Fire Separation, 3/4, 1, 2 hr. Fire Walls 1, 2, 3 Hour/Fire Door 3/4, 1 '/z, 2 Hour Handicapped Accessibility / Handicapped Parking/Signage Gas Log In Sealed or Glass Enclosure Gas Valve Shut-Off Exposed / Regulator 18" Above Grade Qe_Cp F‘1.3(;L b\E Gas Furnace Shut-Off Within 30 ft. or Within Line Site Oil Furnace Shut-Off at Entrance to Furnace Area i OF- b 1 C301\___O t v.) Furnace / Hot Water Heater Operating / Fresh Air Intake F (Lo+-A �P.RC_-BTEC Low Water Shut-Off for Boiler ,f E'--N-HI.\ V\eiLL Relief Valve, Heat Trap /Water temp 110 Degrees Max. Garage Fireproofing Complete, Penetration Sealed M 5 t V 4 V.'-i'" Furnace In Separate Room / Protected (In Garage) C. �S ♦ €\ L C� w� J Light Ventilation per Room /Safety Glazing Attic Access 30" x 20" x 30" (H) / Crawl Space 18" x 24" j ‘'N N1---L C2-'v f Final ElectricalI p,%_N5S? 0}�� Site Plan/Variance Required Final Survey Plot Plan / Flood Plain Certification, if Req. © V- 1-ki:\g�� As-built Septic System Layout Required s6Euie-R Building /Apartment Number on Building or Driveway I \TF-- i Build Access All Sides by 20', Driveable Surface 20" Wide Okay To Issue Temp C/O or Permanent CO (circle one) Okay To Issue C/C L:\B&C APPLICATIONS-OFFICE USE\MULTIPLE DWELLING.doc 3 Framing / Firestopping Inspection Report 3'"` Office No. (518) 761-8256 Date Inspection request received: /0//h Queensbury Building & Code Enforcement Arrive: a' am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: G&/`.1 PERMIT#: — LOCATION: 3 E-1 O r o otc R - INSPECT ON: 10 N 3 TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs/Headers Truss Specification Provided Bracing /Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 11/2 (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 ans water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour /JL G ,��/�� f ������a trestopping �'L / Penetration sealed 16 inch insulation in cavity min. _ 4";"�.J� U""t'- J:J : rC'G(/ Garage Fire Separation House side 1/2 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 Design Professional Sign-off, If required Framing Firestopping Inspection_Revised_02 051; Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 7-A q 13 Queensbury Building & Code Enforcement Arrive: am/pm Depart:�am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initialss� PERMIT#: — LOCATION: \\ ci k- INSPECT ON: , TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 'r4 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes nsulation/Residential Check/Commercial Check -Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: \ (7)1,13- %-A "----Zj - Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Lj6cl_ 3pM Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart:A < 1 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: L NAME: SC) PERMIT #: LOCATION: C( INSPECT ON: --aa m/3 TYPE OF STRUCTURE: 4. Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washi ! Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes losetifilbiirReskiential Check/Commercial Check T =k 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 fort- \,422C-k---1224 COMMENTS: �_-� ��-- u..)--44,Ade) Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 1t uuth. • Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ ,ece' ed: Queensbury Building &Code Enforcement Arrive: Z=ID a 4;4,'x' a:*rt: 17 =o ar 1 j 742 Bay Road, Queensbury, NY 12804 Inspector's Initials �� NAME: S( cr- k� •- PE' IT #: // "<-1 g / LOCATION: (NQek4;1 INSPECT ON: --/ --13 TYPE OF STRUCTURE: A-NS amitY N NIA 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 ' Head P.S.I for 15 minutes / ' W ♦, _. ; _°Residential Check/Commercial Check V �_3 g Gteul yvek or Similar Exterior Sealant X11.; Proper Vent, Attic Vent )t- t Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation /7 OL�4 � If required unheated spaces Combustion Air Supply for Furnace '""t 9 DK Duct sealed properly/No duct tape =v_uPj- I1 r COMMENTS: O Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Goad D..._4.4 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ�- - •-' ed. Queensbury Building &Code Enforcement Arrive:3-cep a 411110.• • - : 3 =,-6 ar�d 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. „Aim NAME: ryv. P' ' IT #: II -'<-/ g / LOCATION: Mc1Q( d A 1- INSPECT ON: .--I 3 --13 TYPE OF STRUCTURE: s ZQ17 E 1.2 \ . 4 v „c Y N/A I Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout eve 100 feet/chane e of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping "r/Head 50 P.S.I for 15 minutes / >'. - _-idential Check/Commercial Check Rte( ? 2, or Similar Exterior Sealant Proper Vent, Attic Vent 1 Door/Window Sealed (No Insulation) ` -, `} � Duct I Hot Water Piping Insulation If required unheated spaces . - P\‘___-.z.)1(._ Combustion Air Supply for Furnace Duct work sealed p •perly/No duct tape COMMENTS: ti F v� Rough Plumbing Insulation Report.revised Nov 17 2003,revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date I .=. -. = •; __ Queensbury Building&Code Enforcement Arrive: = l'rs1• • : . -rt: am m 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. NAME: I�1U A RO'3 1� i NJC ( PERMIT#: \ \ -yc&\ LOCATION: �‘LLok9,Qc c \ INSPECT ON: Z- TYPE OF STRUCTURE: Y N WA COMMENTS: Framing Attic Access 22"x 30" minimum Jack Studs/Headers ridgin V--EW E�\�� \-\\6\Bracing/Bridging Joist hangers �� Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side res 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 I below grade 5.0 sf grade LABuiiding&Codes Forms-OLDr8uiiding&Codeslinspection FonnstFrarning Firestopping Inspection Reportdoc Revised January 7,2008 1 g -/D Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Ins• - ion •--1 Queensbury Building &Code Enforcement Arrive: ` On..♦ ► rrt: : _14111. 742 Bay Road, Queensbury, NY 12804 Inspector's I - f� NAME: I • I 0 A • `A 0....i"._ P • ' T #: /1 .--4-/ W/ LOCATION: ___, . ,+ AbI N 'ECT ON: a..--75-- t ?z TYPE OF STRUCTURE: 4 Y N NIA J 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 6c....--)p\z_....\_\ \� .Y_- ' /Residential Check/Commercial Check / rJ 0 Tyvek or Similar Exterior Sealant 6-1—,AI Ru EU] Proper Vent, Attic Vent Door/Window Sealed (No Insulation) g—7._.t u3f)LL Duct/Hot Water Piping Insulation R— c6 C.Eti..sr; If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 iatt., appteu,..„ Rough Plumbing I Insulation Inspection eport Office No. (518) 761-8256 Date Inspection •e 0 •: Queensbury Building &Code Enforcement Arrive: , ed,z f� art: 742 Bay Road, Queensbury, NY 12804 Inspector's I NAME: J . 1, PER ' IT #: mj"4i gi LOCATION: INSPECT ON: /-3)--LS TYPE OF STRUCTURE: Y N NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size _ Washing Machine Drain 2 inch minimum Cleanout 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.1 for 15 minutes Insulation/Residential Check/Commercial Check 1V. kvva Tyvek or Similar Exterior Sealant _ Proper Vent, Attic Vent ` v V 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 Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report r,L 0. Office No. (518)761-8256 Date Inspection .• Queensbury Building&Code Enforcement Arrive: ' 013 a - :l a pm� 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: iQ'�''` NAME: .-.p...�,, ._.s-'%,, _ PERMIT#: LOCATION: ny .�' �► r�..�i •• INSPECT ON: t ►'vz lic lac) TYPE OF STRUCTURE: Y NA COMMENTS: COMMENTS: Framing Attic Access 22"x 30' minimum Jack Studs 1 Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12'O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour / F' lig Penetration sealed 5T' F ©� D 16 inch insulation in cavity min. Garage Fire Separation Z` ‘1• -) House side'A inch or 5/8 inch Type X Garage side 5/8 inch Type X X c2 L(*-. vJr4�t . Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Buiiding&Codes Forms-OLDDBuiidinp&Codes\lnspection FonnssFraming Firestopping inspection Repaidoc Revised January 7,2008 Framing / Firestopping Inspection Report /O-101 Office No. (518)761-8256 Date Inspection = , = .=ived: Queensbury Building&Code Enforcement Arrive: 7,�j_. �• ,.part: \\o 10( pm 742 Bay Road, Queensbury, NY 12804 Inspector's fn" ' /_ . NAME: rnO,r L rQ - RMIT#: I/ LOCATION: I t J ;'( x t?-6.2. )fC A art I SPECT ON: - TYPE OF STRUCTURE: Ap;tiN Y N N/A COMMENTS: Framing Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 6(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping i iqL Z C) CI 1.-,`{ Penetration sealed 16 inch insulation in cavity min. TLS \tiff Garage Fire Separation c LO--) Hoge side A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiiing/wall Windows Habitable Space/Bedrooms E _`�-�- 1 0\v 24 in. (H) 20 in. (W) C= `z� 1� . C'CA'\ j*- 5.7 5.7 sf above/below grade *To \.\ 5.0 sf grade L:\Building&Codes Forms-OLDIBuilding&CodesW►epsdion FomnsTramrng F'woetopping Inspection Report-doc Revised January 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 1A ��o/)- Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _Ljt\SAN„) - NAME: ,561Aerrner-k& i-- PERMIT #: LOCATION: /1 1.( -C Jam,-)- INSPECT ON: IA) I)aw-o2L TYPE OF STRUCTURE: Y N ` N/A e444.? 44- Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place �Gr�'- 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. • I •. above.13j+hest connection for 15 minutes P - - •re Test 4- ater Supply Piping /Head ' r P.S.I for 15 min - Insul= • - =- •ential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: '" ).1 N ± A -r74 1 k Rough Plumbing insulation Repoitrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing l Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: I ._. Queensbury Building &Code Enforcement Arrive: am/p art. ,m. am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: vio NAME: �1\e PERMIT #: U// -4ffl LOCATION: INSPECT ON: l ai TYPE OF STRUCTURE: �. -- Y N N/A Ro ,h Plumbin• /Nail Plates `'`(..„ Plumbing Vent/Vents in Place ■■� a' 1 %inch minimum Drain Size Washi • Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain/Vent `'is(_ Air/H= = �y� 5 P.S.I. or 10 •. above highest connection for 15 minutes ,4:t Lire Test �--- Water Supply Pi, ing t Air/Head .-. 5 minutes Insulation/Residential Check/Commercial Check Mil T = or Similar Exterior Sealant Pr• • =r 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: t-Ct•U' i"-*C Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report e ort Office No. (518) 761-8256 Date Ins•ectio r = = ►. .i" Queensbury Building &Code Enforcement Arrive: • - I _= rt: 1 l 1,3 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: AN aO E r ..,�. s PERMI #: /)—q g I LOCATION: l3 c 'Q �exh--C.,1- ,Pa( ' INSPECT ON: I; --A1--102 TYPE OF STRUCTURE: Y N N/A 's Plumbing /Nail Plates pt.�Pt� Plumbing Vent/Vents in Place 1 %inch minimum Drain Size ✓ _ Washing Machine Drain 2 inch minimum ✓ DJ\� �' Cleanout every 100 feet I change of direction 4-Pressure Test ✓ t1 ' ci-Th !Vent L I4, r/ 0 ft. above highest connection for 15 minutes ?*40e ure Test Qui Water Supply Piping lo -y Air/Head 'C'� 50 P.S.I for 15 minutes "7`0Q/b l 11°J 1/4->)‘' Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 rTta-16 'K - ID Rough Plumbing I Insulation Inspection Report 7-7 Office No. (518) 761-8256 Date Inspection jegi `t regeivOd: .---- Queensbury Building &Code Enforcement Arrive: = `arp ;�, rt: W. f` a m i 742 Bay Road, Queensbury, NY 12804 Inspector's I ' ' I. / ° • —"' " L- . :r L- NAME: N1 Q11 4A A' .I. L.ro1 PERMIT #: I I- 'I A / LOCATION: up ak t)-(1,-(Ace-12- INSPECT ON: / i -9-/Q TYPE OF STRUCTURE: _____24±) y Y N N/A Rough Plumbing /Nail Plates 1c4),(cfr, \V. ----7 Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction 'P aa=Test Drain/Vent Air/Head C5 P. or..1.0fft. above highest connection for 15 minutes Presspre Test. ,�� Water Supply Piping a- �,�,� t y ✓/ Air/Head r_.-., \--k v.,- t 50 P.S.I for 15 minutes \ v Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r=,•:'es re-A-di- •: Queensbury Building &Code Enforcement Arrive: = di�� . r• A •art: 1117A.amaiim 742 Bay Road, Queensbury, NY 12804 Inspector's In - NAME: S(1),(-\_(2). ,, L�� � U P gOIFT#: 1 / -k-( 8 I LOCATION: u IN PECT ON: / i - TYPE OF STRUCTURE: Y NIA R• h Piumbin! /Nail Plates "' Rl� 1111=1111111� Plumbing Vent I Vents in Place 1 % inch minimum Drain Size �■■ WashinLMachine Drain 2 inch minimum Cleano every 100 feet I change of direction Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes II Pressure Test uPPh Piping iJ ���fi4 oJ�ti Clcri ad 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check T ek or Similar Exterior Sealant P • • =r 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 Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspectio a -Report Office No. (518) 761-8256 Date to pectt req • - «-iv, : Queensbury Building&Code Enforcement Arrive: i=��i a �. . =-•art: 2:..L.., -- a� 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: Lk �-lLL P►R 1��R flt rJ� PERM #: \ 1—'-- I LOCATION:______Q3 t_Lz to c j S INSP:r TON: 11 --?-\7 TYPE OF STRUCTURE: •IIAVMOVIIINIMMIXOPISMO 111 ° Y N/A Rough Plumbing/Nail Plates c u\\,, Rough Plumbing Vent/Vents in Place f�,. 1 36 inch minimum Drain Size ashing Machine Drain 2 inch minimum f Cleanout eve 100 feet I chane a of direction Pressure Test ,/ wz-.`�. , \-k .,.'.'i v.) /V / \ S ' = ,d 7`; 17N.'\-11—NS.: .S.1. or 10 ft. above highest connection for 15 minutes Pressure Test ✓ _ / r S ly Piping c t. v\-- acid I 0 P.S.1 for 15 minutes nsulation/Residential Check/Commercial Check T ek or Similar Exterior Sealant aar `-"'R' 11111111111111111 Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 T r 1 cl ca Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection- =• e - • Queensbury Building &Code Enforcement Arrive: ' . - •* % -•�rt: 2� a o 742 Bay Road, Queensbury, NY 12804 Inspector's - s: NAME: +' �� IA • 4► . PER 1 #: i / <i I i LOCATION: W' Q c4—ct,-Qy� (� INSPECT ON: TYPE OF STRUCTURE: eatt, :-z=57 e.„QiArt: Y N N/A Rough Plumbing /Nail Plates Plumbing Vent 1 Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet 1 change of direction Pressure Test Drain/Vent irk Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes y`C Pressure Test Water Supply Piping W --� Air/Head 50 P.S.I for 15 minutes vs4;11b Z' tnitl `Reiddential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revIsed February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report (- e s d 0. 1 3 Office No. (518)761-8256 Date Inspection = • •- _ •: Queensbury Building&Code Enforcement Arrive: ‘=-1--10 - „ • , - •=rt: Wit = f pm� 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: ir/r NAME:LOCATION: toil/ O o "• \o%Zm f cam,c�.� 'RMIT#: f/—`� F/ r // o co .h r oo I� kiroot! NSPECT ON: q i /a TYPE OF STRUCTURE: � A V Y Frami M COMMENTS: Attic Access 22" x 30' minimum Jack Studs/Headers Bracing/Bridging j -77 Joist hangers Jack Posts/Main Beams M,Z)V'W tIAT o t 0 Exterior sheeting nailed properly 12'O.C. Headroom 6 ft. 8 in. Stairw�egs 36 in. or more L�( Exterior Deck Bracing k-VNOF Headroom 6 ft. 8 in. • " E2 k1/4- V- c Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 'M �� lIc<b) 1 1A(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Fin3stopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0sfgrade L:\Building&Codes Forms-OLDBBulIding&CodesMnspection FormslFramlng Firestopping Inspection Report.doc Revised January 7,2008 40 EN EN NMI MiTek MiTek USA, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 314-434-1200 Re: 12-4102 SCHERMERHORN MALLARDS LANDING The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Riverside Truss. Pages or sheets covered by this seal: 119543038 thru I19543039 My license renewal date for the state of New York is January 31,2014. Lumber design values are in accordance with ANSUTPI 1 section 6.3 These truss designs rely on lumber values established by others. NEG-17;\\ C9 �`�PN 4 R%1 �� r CL > W w NCQAti \ 008/OgC� ROFE,, J September 11,2012 Garcia,Juan The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Job Truss Truss Type Qty Ply SCHERMERHORN MALLARDS LANDING 119543038 12-4102 T1B COMMON TRUSS 7 1 1 UNIT Job Reference(optional) PJO i RIVERSIDE TRUSS,RIPARIUS,NY,. 7.250 e Aug 25 2011 MiTek Industries,Inc. Tue Sep 11 15:07:32 2012 Page 1 I D:yrymi 1 tGLA?pW?xbZxrQEnzun3D-_An?cuFu5LsYcFnlobctFDSCEhznEdZVaMB8VFyeg5v -01101-8 10-4-2 20-2-1 30-0-0 33-10-0 39-9-15 4 0 49-7-14 60-0-0 6011018 0-10-8 10-4-2 - 9- 9-15 I 9-9-15 3-10-0 I 5-11-15 0-8-1 9-1-14 10-4-2 0-10-8 Scale=1:102 3 SECTION SHOWN DASHED TO BE REMOVED. NEW BEARING ADDED AT JT.22&18 AS SHOWN. 4.00 I1z Bxto = 1-4-0 7 32 2-8-0 5x6 % el 8 5x6 31 •�� 33 5x6 % 6 9 5x6 5 ca / '} a4 10 5x6 30 34 5x6 ,- - _- - --- 'i'. 0 35 29 _ 12 2x6 /i W 2X4 \\ 4 '21 , 19 ' N c 3 c� 24"x24" `Fir 13 X27 41 20 42 o 28 \ 24"x24" _ 1 2 24"x24" 1415 6 � - - 24"x24" �.1� G<, ld,+ 0 21� 1 0 1 F _______LLI_____ E•l 6x18 = IN 37 26 25 38 24 39 23 22 18 17 16 40 6x18 = 5x6 = 5x12 = 6x6= 5x12 = 5x12 = 5x6 = ADD 2 X 6 SPF N0.2 LUMBER AND CONNECTOR PLATES TO BE CUT CLEANLY AND ACCURATELY CUT TO FIT TIGHT AND THE REMAINING PLATE MUST BE FULLY EMBEDDED AND UNDISTURBED. - '--'---'ATTACH 12"PLYWOOD OR OSB GUSSET(15/32"APA RATED SHEATHING 32/16 EXP 1) TO EACH FACE OF TRUSS WITH 10d(3"X.131")NAILS DRIVEN THROUGH BOTH SHEETS OF PLYWOOD AND CLINCHED PER THE FOLLOWING NAIL SCHEDULE: '2 x 3's-1 ROW,2 x 4's-2 ROWS,2 x 8'S AND LARGER-3 ROWS:SPACED @ 0-4-0 O.C. _ . NAILS TO BE DRIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET 0-2-0 O.C.SPACING IN THE MAIN MEMBER. USE A MIN 0-3-0 MEMBER END DISTANCE. 12-3-11I i 24-1-4 33-10-0 3L5-10-12 40-6-0 47-8-5 60-0-0 12-3-11 11-9-9 9-8-12 2-0-12 4-7-4 7-2-5 12-3-11 Plate OffsetsjX,Y): [7:0-4-8,0-3-12],[12:0-0-0,0-0-0].(13:0-0-0.0-0-0].[14:0-3-0,0-3-0J.[24:0-2-12,0-3-0] LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Lid PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.67 Vert(LL) -0.28 24-26 >999 360 MT20 197/144 (Ground Snow=50.0) Lumber Increase 1.15 BC 0.49 Vert(TL) -0.52 2-26 >776 240 TCDL 10.0 Rep Stress Incr YES WB 0.70 Horz(TL) -0.09 18 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2006/TPI2002 (Matrix) Wind(LL) 0.07 2-26 >999 240 Weight:331 lb FT=20% LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 3-5-8 oc purlins. [P] BOT CHORD 2 X 6 SPF 1650F 1.5E*Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 2-25,14-17:2 X 6 SPF 2100F 1.8E,19-21:2 X 6 SPF No.2 WEBS 1 Row at midpt 7-27.5-24,8-22.11-18 WEBS 2 X 4 SPF Stud*Except* MiTek recommends that Stabilizers and required cross bracing 1 16-19,7-24,5-26,10-19:2 X 4 SPF No.2 be installed during truss erection,in accordance with Stabilizer 8-22,11-18,24-27:2 X 6 SPF No.2 Installation guide. REACTIONS All bearings 0-5-8. (Ib)- Max Horz 2=81(LC 7) Max Uplift All uplift 100 lb or less at joint(s)22,18 except 2=-127(LC 5), 14=-104(LC 8) Max Gray All reactions 250 lb or less at joint(s)except 2=2064(LC 2),14=1140(LC 1),22=2331(LC 2),18=1635(LC 3) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-28=4392/231,3-28=-4235/244,3-4=-3953/222,4-29=-3821/232,2330=3698/243, l'O-- NE[NY5-30=3660/244,5-6=2013/168,6-31=1790/178,7-31=-1787/190,10-34=963/211,11-34=9711209,11-35=1052/180,12-35=11551169,12-13=1284!160,13-36=1581/182,14-36=-1738/168 p,N GA1�L-/ ,9' BOT CHORD 2-37=-239/3983,26-37=-239/3983,25-26=-132/2584,25-38=-132/2584, 24-38=132/2584,16-40=11811496,14-40=118/1496 * * A /„ WEBS 7-27=-2012/79,10-20=-121/305,16-19=-64/1510,13-16=-818/144,7-24=64/1485, 5 5-24=-1752/176,5-26=-47/1460,3-26=-780/147,22-27=-2259/61,21-27=-932/54, n )1' .4. - W 8-21=-840/73,18-19=-1604/113,11-19=-1052/114,10-19=74/1022,24-27=-10/1071 T ,1 2 NOTES 1)Wind:ASCE 7-05;90mph;TCDL=4.0psf;BCDL=4.Opsf;h=20ft;Cat.II;Exp B;enclosed;MWFRS(low-rise);cantilever left and right �cC ti0 08 X09\ G � exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=50.0 psf(ground snow);Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1 R0A- s l CNP- 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. September 11,2012 Continued on oaoe 2 AWARNING•Verify design parameters and READ NO TES ON TRIS AND INCLUDED MYTEK REFERENCE PAGE NIl 7473 BEFORE USE. Design valid for use only with Mitek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown Mil is for lateral support of indMdual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.qualty control,storage,delivery.erection and bracing,consult ANSI/TPI1 Quality Criteria,DSB-89 and SCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute.781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 I`Souhern Pine i SP or SPp'lumber is specified.the ciesign i.aloes are those efectr:e 0601 2012 by ALSO or proposed b,SPIE. A Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 1 /4 3 " Center plate on joint unless x,y I I 6-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) Failure to Follow Could Cause Property offsets are indicated. Damage or Personal Injury MIME Dimensions are in ft-in-sixteenths. iii Apply plates to both sides of truss I. Additional stability bracing for truss system,e.g. and fully embed teeth. 1 2 3 diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 2. Truss bracing must be designed by an engineer.For 0-1/16" wide truss spacing,individual lateral braces themselves 4 may require bracing,or alternative Tor I 31111111-11111111 . o ., p bracing should be considered. 3. Never exceed the design loading shown and never �_� O stack materials on inadequately braced trusses. Q ®� a 4. Provide copies of this truss design to the building -a c6-7 c 6 0 designer,erection supervisor,property owner and For 4 x 2 orientation,locate all other interested parties. plates 0-'4a' from outside BOTTOM CHORDS edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint Y locations are reguulateddby ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT *Plate location details available in MiTek 20/20 NUMBERS/LETTERS. 8. Unless otherwise noted,moisture content of lumber software or upon request. shall not exceed 19%at time of fabrication. 9. Unless expressly noted,this design is not applicable for PRODUCT CODE APPROVALS PLATE SIZE use with fire retardant,preservative treated,or green lumber. > ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measuredperpendicular ESR 131 1,ESR 1352,ESR 1988 responsibility of truss fabricator.General practice is to camber for dead load deflection. to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that i Indicated by symbol shown and/or SYP current/old as published specified. bytext in the bracingsection of the by representsAWC ithe 200old values12 NDS 13.Top chords must be sheathed or purlins provided at SPp represents SPIB proposed values as provided spacing indicated on design. Output. Use T or I bracing in SPIB submittal to ALSC dated Sept 15,2011 if indicated. SP represents ALSC approved/new values 14.Bottom chords require lateral bracing at 10 ft.spacing, with effective date of June 1,2012 or less,if no ceiling is installed,unless otherwise noted. BEARING (2x4 No 2 and lower grades and smaller sizes), and all MSR/MEL grades 15.Connections not shown are the responsibility of others. 416.111 16.Do not cut or alter truss member or plate without prior approval of an engineer. 110.1.1.r Indicates location where bearings ©2012 MiTek®All Rights Reserved(supports) occur. Icons vary but 17.Install and load vertically unless indicated otherwise. reaction section indicates joint number where bearings occur. 11111111111M 18.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. "' environmental,health or performance risks.Consult with ='' project engineer before use, Industry Standards: 19.Review all portions of this design(front,back,words ANSI/TPII: National Design Specification for Metal and pictures)before use.Reviewing pictures alone Plate Connected Wood Truss Construction. is not sufficient. DSB-89: Design Standard for Bracing. ■ n 20.Design assumes manufacture in accordance with BCSI: Building Component Safety Information, Pidl ITe k ANSI/TPI 1 Quality Criteria. Guide to Good Practice for Handling, Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.09/04/2012 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Ins•ectio - .est r- « :•: Queensbury Building &Code Enforcement Arrive: a p,' �-• rt: Li a_ m 742 Bay Road, Queensbury, NY 12804 Inspector's Irina . �,,�,.. NAME: a.. 1`(1clQ,Q am A I-.ovwcit PEIT #: LOCATION: 7 (A) t [f a� �y,r'no K INSPECT ON: q-//-/ a, TYPE OF STRUCTURE: Y N N/A J -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 P - re Test '7 aC p Vent iktA _i' • jft:above highest connection for 15 minutesP = est Water Supply Piping Air/Head 50 P.S.I for 15 minutes 14` Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 3k `r Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection req ' Queensbury Building &Code Enforcement Arrive: .2,t7 ai, 742 Bay Road, Queensbury, NY 12804 Inspector's Initia • J NAME: V. R vA_flgn , PE"0 IT #: \ LOCATION: yr,' • !e :' INS ECT ON: q 1\ —1 TYPE OF STRUCTURE: YvaZ NIA , Rough Plumbing /Nail Plates Vc\Q-fl ‘P&- Plumbing Plumbing Vent/Vents in Place 1 6 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test C-O r.,A- ErJ4)PR`E / ent 'r acid .S.1. or 10 ft. above highest connection for 15 minutes 6�LI-V\-\ k) \ 13(. Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing l Insulation Inspection Report Office No. (518) 761-8256 Date Ins•ection ' -, = -.��IA� Queensbury Building &Code Enforcement Arrive: _s rt: =ri • 742 Bay Road, Queensbury, NY 12804 Inspector's � NAME: k P 'MIT #: `(y1 LOCATION: t,i>i f�_ 1y w �� c�C iL_ INSPECT ON: /3/7/2-- TYPE OF STRUCTURE: _ Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 'r4 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 0 P.S.I for 15 minutes "Vs. 1 sulation/Residential Check/Commercial Check j 4k 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 Su;,• for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date ins• « •n • 0 _ ed: Queensbury Building &Code Enforcement Arrive: a, t : •art: Z. 742 Bay Road, Queensbury, NY 12804 Inspector's Initia ). !t NAME: 1 c t 0 ,'R VD10- PER #: \ !—fig LOCATION: v \ LLotz \ 6 Q INSP' CT ON: g— Zci—I z TYPE OF STRUCTURE: 1=30 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 Water Supply Piping Air/Head c , 50 P.S.I for 15 minutes iTsulation /Residential Check/Commercial Check \ c L_____4__ a`�- 1 EiNi yvek or Similar Exterior Sealant roper Vent,Attic Vent _ Door/Window Sealed (No Insulation) {a 6X- �_2.4 Duct/Hot Water Piping Insulation If required unheated spaces \ -c -�D 1 Combustion Air Supply for Furnace `t Duct work sealed properly/No duct tape tJ eV 4_ COMMENTS: cAt C------716 Rough Plumbing insulation Report.revised Nov 17 2003,revised Fabry 15,2005,revised January 7,2008 rt Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Ins•ection • ived: Z S 7--- Queensbury .Queensbury Building &Code Enforcement Arrive: t • _ •art: 11114,17. - 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. • NAME: Sc z.ih /� Gt"--k,' PERMIT #: ( — LOCATION: L_ i LJ, f J Ct �'Or �o K ' , INSPECT ON: W ?/ 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 I change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head P.$.I for 15 minutes nsulation imilar esidentialExterior Check/Commercial Check ( { Proper Vent, Attic Vent Door/Window Sealed (No Insulation) 1 z-b• 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 Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report 0111, Office No. (518)761-8256 Date Inspect ' ion = • . Queensbury Building&Code Enforcement Arrive: -+ _MT,• • _ . . : am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: HE 03\ Lirt�JS NAME: IA et k_i_ Q A LA rJ Q 1 trRMIT#: LOCATION: u L • t.jlb 1 gV_) INSPECT ON: — TYPE OF STRUCTURE: I iN COMMENTS: Framing Attic Access 22'x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches I Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'A(w) 16 gauge (8) 160 nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or lesson center -c)9C_ Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour RCS\ \ \ Fire wall 2, 3, 4 hour 6 E m Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf .rade L:tBuilding&Codes Forms-O1,D1BulIding&CodesWapsction FwmsiFmming Fireetopping Inspection Repoitdoc Revised January 7,2008 R } RUCINSKI HALL ARCHITECTURE � 4 Ronald Richard Rucinski � Ethan Peter Hall 627 Maple Avenue c-- Saratoga Springs NY 12866 P' Voice 518 580 1905 Fax 518 584 5012 Email ephall@nycap.rr.com Special Inspection Report To: Town of Queensbury—Building Department From: Ethan Hall Date: 22 August, 2012 Re: Mallards Landing (The Willows II) Adult Living Complex. I have reviewed the installation of the shear walls and hold down anchors for the referenced project. To the best of my knowledge and belief these items have been installed in accordance with the design drawings and are acceptable to this office. If there are any questions please contact our office. Regards, =ZA . J Ethan Cc: Darren Vanderwalker—Schermerhorn Construction Y.'Schermerhorn\The Willows II\I.ot fig-Apartments\Papenwrk\Special Inspection Report 22 Aug 2012 doe Framing / Firestopping Inspection Report Fr� i. i 0 Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:Ozoch NAME: csJ'L PERMIT#: �I-- g I LOCATION: � /—9 L'I I In Lp Lm rnth' INSPECT ON: e-..A y- I a TYPE OF STRUCTURE: NO-esic-4 ,�►.� N N/A COMMENTS: Framing Attic Access 22° x 30* minimum CL r 11 Jack Studs/Headers [Le- (3,*�t--- ''` Bracing/Bridging Joist hangers Jack Posts/Main Beams �q„ k � Exterior sheeting nailed properly �f f c''rZr 12*0.C. Headroom 6 ft. 8 in. — . � Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • °-('� Notches/Holes/Bearing Walls :- d..-,LAT I Metal Strapping for Notches Top Plate 1 'r4(w) 16 gauge (8) 16D nags each side % Draft stopping 1,000 sq. ft floor trusses Anchor Bolts 6 ft. or less on center 17}L)5.1/4/P% Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Buildirg&Codes Fortes-OLDrBuitding&Codeslinspe ction Fonnffremi g Firestopping inspection Repait.doc Revised January 7,2008 CJtD P"- Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: ,./_ •l_ Queensbury Building &Code Enforcement Arrive: am/pm •art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: r, , a. NAME: x-v :e7rv,e/"koPERMIT #: ,2e//- / LOCATION: ,Ao A)///yt..J INSPECT ON: cL /, TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washi 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 •r 15 minutes an 6 'VLDJ�/ 1 Insulation/a*DI v ,i:1 * «'f•7 oror 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: C Rough Plumbing Insulation Reporirevised Nov 17 2003, revised February 15,2005, revised January 7,2008 rRonctiiI L Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: 3%w am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: (-4 NAME: S er # a , r PERMIT #: LOCATION: (,, i I I �,,� �.r r rr i- _ INSPECT ON: TYPE OF STRUCTURE: ,qp*- e Imo'ce _ Y N N/A Rough Plumbing /Nail Plates �^ - Plumbing Vent I Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes ctke' Insulation l Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Pro• =r 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: l j�G„�1 r2"J p/<.v,- 6, /,,� 1C�` , �rd. dz / fill' £a, PdG ” erLII sid S � 1 Jtelr 3446,844-19"?4,7`P- l..-iez c /`/;,ni <7t7,redNr Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report I Office No. (518)761-8256 Date Inspection =• „rived: e > t.S Queensbury Building&Code Enforcement Arrive: l o a► _i ie =part: o _ a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial • A' NAME: h- )v-4- "� n � - "-)2 \-‘ c(4-r3,r 6c is'E- PERMIT#: _ ``i LOCATION: W . 1 \ G'w %'a roc)a_ it n , INSPECT ON: / tv i Z TYPE OF STRUCTURE: Y N A COMMENTS: -ming Attic Access 22”x 30"minimum — �(�g►F G �� 1 t2 S Jack Studs/Headers ✓ 1At L 1 N G vT 'A PPe_P T� Bracing/Bridging Joist hangers LAC-- ,T1�� -�Qo�R� ►�A1� Jack Posts/Main Beams E- TQOS3 60c.ET3 Exterior sheeting nailed properly 12"O.C. — tAIW-Z\C_OOE C V-kS)6 M\61D\10G Headroom 6 ft. 8 in. Stairwells 36 in. or more 0 PM-6 . Exterior Deck Bracing • Headroom 6 ft. 8 in. v g\C ►J LL\P'J Nt t�'S t� tJ r� G C g-J5SE D < Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate �U��\CH iJ E 1 %(w) 16 gauge(8) 16D nails each srae N\\3 b t 0 6 013 1)-N-K C_ MU E� Draft stopping 1,000 sq. ft. floor trusses G Rc)c_ Anchor Bolts 6 ft. or lesson center — TR 05 \ >J\CQ t o EAVI►� Ice and water shield 24 inches from wall Po I tJ\ M 0,•5t06 D\P F--C c Fire separation 1, 2, 3 hour C3.0P i ,3Ej -\--) Fire wall 2, 3, 4 hour Firestopping Penetration sealed — -��v 5 f 'GACA 06 (- E16 inch insulation in cavity min. \; � -� VotMO izSLo (MM e Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Building&Codes Forms-OLDDBuildirg&CodesUnepedion FomtslFtatning Fxvestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Ree rt w 61 s�'`� "/-// 401" Office No. (518)761-8256 Date Inspection =• , -.6 ,•-••=' _ • ' _ ': Queensbury Building&Code Enforcement Arrive: 12.:-.736--a -rt 1=Lth 742 Bay Road, Queensbury, NY 12804 Inspector's Initia -• I'- NAME: S 0AN.p rr-t - PERMIT#: ll-' T/ LOCATION: Wrap t )to r o I? INSPECT ON: R /(5-M TYPE OF STRUCTURE:, ! 1 pa r""47 ,%fit.-F'.S Y N WA COMMENTS: Attic Access 22"x 30"minimum [ Jack Studs/Headers l1 Co��ApoR Cwt Lt OG 5-Ct Bracing/Bridging / 6T F�tfR O \ -r- "3kl Joist hangers ✓ Jack Posts/Main Beams Exterior sheeting nailed properly 5 2 © FLpp� �� �k,3-,t 12'O.C. • N,�-1 t �� �R t-'�\ Ij1� Headroom 6 ft. 8 in. t'Wt►J6 ��j Stairwells 36 in. or more Exterior Deck Bracing 3 L -PCT-\°O) `j 60 ` t\ Headroom 6 ft. 8 in. • t Lo -f 1 i c 0 to y Notches/Holes/Bearing Walls < C,Et.WER Metal Strapping for Notches Top Plate 1 h(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses FLooR �o kb-c-6 .- ---k-vAI- o kw_ZI-V4 Anchor Bolts 6 ft. or less on center E I T LpcA-1-t t-4\,61Di rJG Ice and water shield 24 inches from wall %l-J Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour M- e L b C.c-c-‘ c 66 M,R -Firestopping 010 tO CR LL O P- k DE __ Penetration sealed g _ 1 16 inch insulation in cavity min. p C ���Q^' Garage Fire Separation ,,`l lila House side h inch or 5/8 inch Type X C-i C-_1�E(� .-i-Pt t e Garage side 5/8 inch Type X �J�tL Ceiling/wall F � \� Wl Windows Habitable Space/Bedrooms Et ll\�'-EPS K 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade K-°a 1 VZ 176 \gE�--zt\ L:�Building&Codes Fomes-OLD�Buildi� CodesYt�pection Fom�slFratr�ir►D PP R�7, &k T\t"tE Framing / Firestopping Inspection Report 10-1 Office No. (518)761-8256 Date I • - •• — • - •• " . 3_.. /.— Queensbury Building&Code Enforcement Amve: ;7 i,• - : \ M77:17 742 Bay Road, Queensbury, NY 12804 Inspector's In' NAME: ARMIT#: �t `t ' e LOCATION: ,`0r 9 , 1;I�rll,-tp). � INSPECT ON: TYPE OF STRUCTURE: Framing X _X tia COMMENTS: Attic Access 22' x 30'minimum Jack Studs/Headers ► Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12'O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more ► Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '6(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses AncItIr 6 ft. or less on center 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 IA 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 LABuilding&Codes Forms-OLDDBuilding&Codessnspedfon FonnsVFtaming Flog inspection Report.doc Revised January 7,2008 1-2 Foundation Inspection Report tttt -) f Office No.(518)761-8256 Date Ins. tion •- - - «-' ed: 1 �/�� Queensbury Building&Code Enforcement Arrive: ` * , Depart: AIM"'. 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini.7 . ,,,ik NAME: I\-~�7.,'.\, i2-KC : MIT#: C LOCATION: (,4/i` I o ,5.100 (,C-- INSPECT ON: / -Z-- TYPE OF STRUC : Comments i Y N N/A Footings Piers Monolithic Slab Reinforcement in Place Ov' 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 �` inches above footing 't mil poly for wet areas under slab / kfi.ll Approval /' ' ..g Under Slab 0 F ,,m F cRi< 7 .c,--66\R__--a- ---\--_6--N-- oi-\\ PVC ,&= Copper –c e t Foundation Insulation Interior/Exterior R- —4 k. 'e et> v , �, ti e Rough Grade 6 inch drop within 10 ft. i L:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Re t ld�`` ` I \=-K\5 t\Qt) &I Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report /kr/r'S�.��.. Office No.(518)761-8256 Datetion req - - .- . Queensbury Building&Code Enforcement Arrive: \ . '. ► P •art: Eriri: „ppm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. NAME: r /IC ,�! •"�' PERMIT#: /F / LOCATION: W , /LA:-: fc ,,A. INSPECT ON: / TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab c 1 nc F 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 Waterproofmg 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 Un r 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 Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date In tion - ": /436 ,_4!, QueensburyBuilding&Code Enforcement Arrive: -. Depart: O � 742 Bay Rd.,Queensbury,NY 12804 Inspector's Tniti.ht Liver P26//-0/ NAME: • _ L.i) I er, rit . ' RMIT#: LOCATION: `t44 'VP V INSPECT ON: -/z1t (Jj'i 3)'1 TYPE OF STRUCTURE: Comment Y N N/A Footings Piers onolithic Slab \/ DT— _E_Pt'S>R m orcement in Place The contractor is responsible for -D 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:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 7 // Rough Plumbing I Insulation In pection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depa -- am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 644t NAME: PERMIT #: //a- LOCATION: /LOCATION: =raw INSPECT ON: i Z-301 TYPE OF STRUCTURE: _271 1 Y N N/A I Rough Plumbing /Nail Plates Plumbing Vent 1 Vents in Place 1 6 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every100 feet/change of direction Pressure Test Drain/Vent S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check 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 eiCc1Q. R COMMENTS: Rough Plumbing insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 (72 -Vi Foundation Inspection Report Office No.(518)761-8256 Dateion request< cel,-, 3-7 t/ Queensbury Building 8t Code Enforcement Arrive: :2): . :-part: 3:34 m 742 Bay Rd.,Queensbury,NY 12804 Inspec is Ini : • °ice' `f NAME: C���� � � �a y_.� L....-•PERMIT#: �.-��i�-- d LOCATION: Let Vfl,l/L�`i�114L get," INSPECT ON: c/, TYPE OF STRUCTURE: , 5F Coniment Y ; N/A Footings Piers — Ff\V-7\--\ onolithic S orcement in Place \CDS) �} H 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 Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bufding&Codes Forms\Buiiding&Codes\Inspection Forms\Foundalbn Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Rough PlumbingI Insulation In ection a ©rte Office No. (518)781-8256 Date Inspection requ - : •: 1 )--7 Queensbury Building &Code Enforcement Arrive: ? a,.f i�i I : .art: ( a • 742 Bay Road, Queensbury, NY 12804 Inspector's lnitia IWO tAt NAME: 7-7,,„,,-- : PE; IT#: //- VI LOCATION: 1 4101 INSPECT ON: TYPE OF STRUCTURE: Y N N/A V Rough Plumbing/Nail Plates c\ A k-2, ,uAke_ii,pe Plumbing Vent I Vents in Place 1 %inch minimum Drain Size W- ing Machine Drain 2 inch minimum rout every 100 feet/change of direction p Drain/Vent `y ft. above h'.hest connection for 15 minutes � ping r/Head 50 P.S.i for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing insulation Repoitrevised Nov 17 2003,revised February 15,2005, revised January 7,2008 ( L a v) /0 7 u ■ Rough Plumbing I Insulation Inspects n. Report Office No. (518) 761-8256 Date Ins•ection r ?. ivpd: Queensbury Building &Code Enforcement Arrive: D - .° .art: am/ m 742 Bay Road, Queensbury, NY 12804 inspector's In+ f NAME: l arm PERT#: // &7 LOCATION: ,I,�./'�•Wi . INSPECT ON: /7-20 // TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates i;, �,, i� � ✓'"! Plumbing Vent 1 Vents in Place 1 '/z inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I chanje of direction Pressure Test • • 'n/Vent .Air/ ead P 10 ft. above highest connection for 15 minutes ure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant P • =r Vent, Attic Vent Door/Window Sealed (No Insulations Duct/Hot Water Piping Insulation if r uired 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 Foundation Inspection Report Office No.(518)761-8256 Date Inspectio!.... es --. •, / 212 0/// Queensbury Building&Code Enforcement Arrive: 'F"-'-i • 8141,010 i"part: -: iftielll _ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. NAME: 3c1A- -,r)-er A CZ-AU 'HERMIT#: 1 / — LOCATION: e= .ulliet,,, ,srgy- r'I) - INSPECT ON: / y 2 0//7 TYPE OF STRUC ' : VIP‘P--_-vxM..- ,1// 2—1/ ----- V N/A SF"41111* Piers -444i3n*Aio-SIab \lc ----i A-k —, 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 Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mu poly for wet areas under slab Backfill Approval .,..,,, pyeraast/Copper 7-\ \ ' Fowlation ' ,' • . ' - - ' ) ________—,-------17 121--ii ou Grade 6 inch dro. ..',., -,-- . ,. LABuliding&Codes Forms\Building&Codes\Inspection FormsWoundation Inspection Report,doc Last printed 12/20/2005 9:24:00 AM (2 :Oct) / (-)� Foundation Inspection Report Office No.(518)761-8256 Date Inspection u:. r Queensbury Building&Code Enforcement Arrive: .i s%PJ/,Depart: Tiler I. 742 Bay Rd.,Queensbury,NY 12804 inspector's :. • / NAME: I1V.); RMIT#: — LOCATION: `� SPECT ON: •—TYPE OF STRUCTURE: • Comments Y N N/A Footings — Piers —� onolithic Slab n m Place \(7- 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 Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM (17:00 '7 1 Rough Plunibing Insulation'fildpection Report Office No. (518) 761-8256 Date lnspectio e.;;4- ': Queensbury Building &Code Enforcement Arrive: =. a iiitrffArr .rt: l d"7_C arr�'f'_JY 7 742 Bay Road, Queensbury, NY 12804 Inspector's Initial Virtfr NAME: A lel.Jj 4110* PE tT #: LOCATION: i ; j t, tom- , INSPECT ON: — -- TYPE TYPE OF STRUCTURE: Air Y N/A R• •h Plumbin. I N-,I Plates 10,: tr tJ CAV- Plumbing Vent/V,- K. in Place 61Y- UA inch u'•' m Drain Size ,LIT `` Washing Machine Drain 2 inch minimum Cleanout a ; 100 feet I chan.e of direction VASc)ER--'AVj ' ►V est ent . i r 10 ft. above highest connection for 15 minutes re Test Water Supply Piping Air I Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If r uired unheated spaces _ Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 F ' Foundation Inspection Report Office No.(518)761-8256 Date Ins•: tion • -st -,, iv •: Queensbury Building&Code Enforcement Arrive: a • eft •m Depart: q i b a pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial- NAME: (1;, i ik. C',, '_ , I- ' P: $T#: //- LOCATION: --�.- /,l I �, � ��-<- � � � • SECT ON: f? ._ TYPE OF STRUCTURE: 6_, . .,.-e 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump ooting Drain Stone: � ) 12 inch width ./ /e -inches above footing /7 " 6 mil 1 for wet areas under slab Bim. 7,/ ,_ (,- g Under Slab c3 c\IC PVC/CastiCopper - Foils:intim . ;;,, .. r : , Exterior ° R- " i=re AM ou z Grade 6 inch dCrop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /I-0_4 a' t (J (t-,-1,_ Foundation Inspection Report • Office No.(518)761-8256 Date Ins y +'oAiii�� "'Depart: I }--ef I Queensbury Building&Code Enforcement Arrive: t :i, i� 'in :i 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti: °. Jr NAME: < Le --/mer---- r-,—, - RNIIT#: c20 l -y I LOCATION: l,cam ,'((1 ,,;1,,,,xiL Cc.= INSPECT ON: l - z)-/.)-c)y TYPE OF STRUCTURE: A^) �e Comment /--, ,) _ Y _ N Footings Piers ' Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing ,7-<--;.)// for 48 hours following the placement of the concrete. rials-fig this p i . . . on site. \.t Foundation i Wallpour!./\ p� ,,, Z.; _____-------' Reinforcement in Place v-AAA,V , c/ Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump 1. Footing Drain Stone: 12 inch width 6 inches above footing (:', . -6-mil-poly"for__wet areas under slab Backfill Approval T /1, jam) =Wig Under Slab P - cTper Foundation Insulation .o to or ' :,, -nor c7,..v,_____,,,, within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /-3c>) 3 /Je4 e Foundation Inspection Report Office No.(518)761-8256 Date Ins tion st i Queensbury Building&Code Enforcement Arrive: i: i pm I ,L)epart: m/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini NAME: j)f OL-, Wc k, Alf _ PERMIT#: 1- 4177 LOCATION: W ►1Ci,_.Jbron A- I INSPECT ON: //- 3 TYPE OF STRUCTURE: Comment* Y N NL Footings eel a Monolithic Slab Reinforcement in Place 13 The contractor is responsible for i ��- providing protection from freezing — GI 1 for 48 hours following the placement `y 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 2 Foundation Inspection Report Office No.(518)761-8256 Date Ins tion -.. Queensbury Building&Code Enforcement Arrive:G J -i pm / i- .art: _):,.I pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti 4 VA NAME: 1ILo Afit RMIT#: O I LOCATION: INSPECT ON: 1, ZJ/ TYPE OF STRUCTURE: . e cj 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 Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing F••ting Drain Daylight or Sump o C C S \\ \ \ �- 'sting Drain Stone: -ND� 2 inch width . inches above footing • 6 mil •.1 •r wet under slab • .1 ' g nder Slab Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /0 1"k%104 Foundation Inspection Report Office No.(518)761-8256 Date ' - lion . = rem'.ed: Queensbury Building&Code Enforcement Arrive: i `Cyr / part: =fi> 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. r NAME: ti/�1II ,ik Cac. cry �, T#: // -4/ LOCATION: i k, h rc INSPECT ON: /1-2 5-� 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 1 = ..: -.-f aterials for this purpo on site. _ Foundation/Wallpour \/// Reinforcement in Footing Dowels or Keyway in place �-- Foundation Dampproofmg — - c,l Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: tib 12inch width C�` 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM '" uO . )6}-/ - /1-3(1 Foundation Inspection Report P� Office No.(518)761-8256 Date Inspection , ': . ed: I I 2C,L/ Queensbury Building&Code Enforcement Arrive: , : i ,. Depart: Try 742 Bay Rd.,Queensbury,NY 12804 Inspector's .►a ' ,�, NAME: �c,I velk-,-er C/'� --- C /, if 4/1P/I P/ LOCATION: (Zit I 10.- ---U---- INSPECT ON: I ia—- t/ )-1(4,,.- > l TYPE OF STRUCTURE: �,i m„k, wU- ' ' jzi _(. ,,4 Coni menti 0 ii. ii. ... 1,,,, 7-- \ 4s---'5"--, — ...C.— L Q2)`L- AP.' — ,�+ .' A h Q___TAL • cJ Dv---'\-\- c� \7L ti id Piers Monolithic Slab ‘—\ \--- --\CV _ , / Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Material •. . d' on site. _ / 9f0 1 I 1 R.: i :771.' t ' / Reilly -,11-, •1 i), V� �, i\ Footing Dowels or Keyway in place / Foundation Dampproofing — X) t-'7\ mal, " = Foundation Waterproofing \;: .,\,,1L,"") Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forts\Building&Codes\Inspection Forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date , = 'on ue. ece'- Queensbury Building&Code Enforcement Arrive: =,. s 'art: \7_01 I :• pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: _ / NAME: Hca. y 'ERMIT#: I / c(k LOCATION: I.l cut., Gc4/ (' ;J • INSPECT ON: /1/1g/// TYPE OF STRUCTURE: 17/ 13 N/A A4161111M- Piers Monolithic Slab ln�T �� F©Or\ \2 1.6'HReinforcement in Place L�e The contractor is responsible for providing protection from freezing for 48 hours following the placement Aek of the concrete. 'als for this purpose on site. , Reinforcement in Place ‘77 TW-`�i 0 EC\ Footing Dowels or Keyway in place LD (33N Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes 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 .., , �, I�� Queensbury Building&Code Enforcement Arrive: _ � De: part: 1) : m 742 Bay Rd.,Queensbury,NY 12804 Inspector's � NAME: eb Lv S —S c.(.-2r%v,-p tisk RMIT#: ( -- (1 LOCATION: ( et )i3 r-ou L r2v 4,1) INSPECT ON: l( JI (� TYPE OF STRUCTURE: Conpnents 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. _ 0 -) *-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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ( r4ec S &7 -/ ) / 7 ! , a-2.„ Foundation Inspection Report Office No.(518)761-8256 Date Ins tion : st rete Queensbury Building&Code Enforcement Arrive: -55;0.m i. *art: , 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini : • NAME: 1F)r-i‘ 5 ' RMIT#: LOCATION: �� , (fz.� 1!j frf, 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 Materials for this p se on site. Foundation/Wallpour l ', :. r 'lace .� Q Footing Dowels or Keyway in place / 4-1 sc2-'41k" Foundation Dampproofmg ' W.' W Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6milpolyforwetareasunder - b Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM -67/_54,),, ... F-/0 _7 %_- Foundation Inspection Report Office No.(518)761-8256 Date i ..6.- ;on 'nest.,: _ s• Queensbury Building&Code Enforcement Arrive: - Wit 1 /! 'art: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti: ,/� NAME: F I f j C b rbcs k - . P i T#: i — LOCATION: t j a t,,,z. JLR'c k ► SPECT ON: ' -. -/ TYPE OF STRUC 9 C ,_._6 :E. ,..`__3,j\ -1/4 Con}ments �- Y /N N/A Monolithic Slab - i Reinforcement in Place The contractor is responsible for providing protection from freezing 48 hours following the placement of the concrete. t Material or this on site. ` Gly e orcement in Place Y Footing Dowels or Keyway in place Xi 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 &- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:if am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ( A NAME: �(°a,,,&1&►" �� PERI IIT#r"24-St- — LOCATION: c— -z-1< INSPECT ON: a „ 1� TYPE OF STRUCTURE: 4,1u.t1A;csi _ Corijments Footings " -2 _,--gm-zsc(AM.--— Piers Monolithic Slab Reinforcement in Place z?C3) The contras is responsible for providing protection fiom freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/WailpourOZSVAA)/1^) .4x.1/4_31"47 Reinforcement in Place m9: Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing tA6 Footing Drain Daylight.or Sump 1 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. LAB ng&Codes FormsVBuilding&Codes\Inspecdon Formsfoundadon Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM CD " °o. �. ='. `�'•�►'. ?» coo �_. 00o ° Noy o � c ov n n. :�• �C°' yam, i(� � � � CrJ n n O n �• n fl Cyl'1o " nv_� co co w '�,i i LKi CTI C' z i °� ° o•a CD V 1s13b x = y CD a S n � y 3 ? 5 r i n *w 3 .. 3 �. wro' Y Yth z n.; O V l IW Z b � C. O ° Z 'O