Loading...
2013-397 e.11111.hkiblik TOWN OF QUEENSBURY 742 Bay Road, uecnsbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20130397 Date Issued: Thursday, December 04, 2014 This is to certify that work requested to be done as shown by Permit Number P20130397 has been completed. Location: 402 BAY Rd #396 Tax Map Number: 523400-296-016-0001-016-003-0000 Owner: STEWARTS ICE CREAM CO INC Applicant: STEWARTS ICE CREAM CO INC This structure may be occupied as a: Commercial Addition By Order of Town Board Commercial Alteration 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 (34 other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enfor\ment or Zoning Board of Appeals. 0.4 TOWN OF QUEENSBURY 0.44 . 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130397 Application Number: A20130397 Tax Map No: 523400-296-016-0001-016-003-0000 Permission is hereby granted to: STEWARTS ICE CREAM CO INC For property located at: 402 BAY Rd #396 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: STEWARTS ICE CREAM CO INC PO BOX 435 Commercial Addition SARATOGA SPRINGS,NY 12866 Commercial Alteration $285,000.00 Total Value $285,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2013-397 Commercial Addition 500 sq. ft. Cross Ref. SP 36-2013 Planning Board Approval $75.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, September 11,2014 (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 To of Que nsbuty /' w n:r'i • eptember 11,2013 SIGNED BY \ for the Town of Queensbury. Director of Building&Code Enforcement #3qIP Office Use Only Town of Queensbury Building & Codes AUG 21 2013 Received: PRINCIPAL STRUCTURE APPLICATION Tax Map ID: ).,ett Permit No.: A permit must be obtained before beginning construction Permit Fee: $ /co -00 Please read: *TB resolution 86-2013(1-28-2013): $850 recreation fee for new dwelling *Rec Fee: $ units, including single-family dwellings, duplexes or two-family dwellings, multiple family Site Plan No.: dwellings, apartments, condominiums, townhouses, and/or manufactured and modular Subdivision No.: homes,but not including mobile homes. This is in addition to the permit fee. _ 1 Date U J / c7 /13 Applicant 5D % Cc_rp. Tax Map ID 2.gLT•ILe - /-l tz Address Zoning \- 1 00 L V-�/��" Phone/E-mail {hot tory /�t�'FJa l �.JariashDpaCtr77 Property Owner I I ( O/ IL, Contractor/Agent O, //C.at? _ Address Address Phone/E-mail 512/—)A0/ X q 7/5 Phone/E-mail ' leo Contact Person for Building &Code ComplianceJn(!C F_1rrG Day Phoneya/_1 O/ X T7� Building Street Address: c102, 6a\l i,,d_. / Subdivision Name: Lot#: Historic Site: Yes ✓No Estimated cost of construction: $ b Otki' Type of Construction: —" 3 �`" 13 Check all that apply Please indicate measurements as required below: = 0 3 1st Floor 2nd Floor Other Total Height Z a a Single Family Two-Family Multi-Family(#of units ) Townhouse Business Office Retail-Mercantile Y JO' 5O' ' Factory-Industrial Attached Garages(#_) Other Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 If commercial or industrial indicate name of business 6 Lc f ,1 airL> Proposed use of building or addition Ca) V j-ft-3)r Source of heat(circle one) Gas Oil Propane Solar Other Fireplace-complete a separate application for"Fuel Burning Appliances&Chimneys" _Yes Are there structures not shown on plot plan? no Are their easements on the property? n C� Site Information no a. Dimensions or acreage of lot (, ,3. '7 / Q CrrS _\/b. Is this a corner lot? c. Will the grade be changed as a result of construction: _Yes No d. Public water or Private well (Du_k)I i e. Sewer or Private Septic System rikbi 1 C Value of all work to be performed(labor and materials) $ d G J, 0 cjO Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. I certify that the application,plans,and supporting materials are a true and complete statement/description of the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and ag reetothe above. Print Name: kr L. Jaiorc J Signature: _ ../tr 1-100C'C'�C�L Date: ,1 1/3 FOR OFFICE USE ONLY: Operating Permit Issued: _Yes _No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 � u geS i 3D Inspection Form 22 33_ Town of Queensbury Fire Marshal O Periodic Inspection Date: I})t�l'`� Time: 742 Bay Road,Queensbury NY 12804 o Re-Inspection q 518 761 8206/518 761 8205 -CO Inspection Permit#: / -29„7 Fir Marshals Representative MJ Palmer ,Business Name: '�i. 4;ti--+S Location: 4f L7 Zie4.c, t GK Stillman Contact: 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: 4 Main Aisle Width FC 1024/1025&FC1029.11 S\1\ Secondary Aisle Width FC 1025&FC1029.11 FIRE EXTINGUISHER: Hung FC 906 Inspection of extinguisher FC 906 , g"... EVAC Plan FC 404.2 L` " 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 A Combustibles in Equipment Rooms FC315.2.3 III F.D.Signage- FC 510 / \ No Smoking Signs FC 310.3 C `\ Storage FC 315.2 "�, �� Compressed Gas FC 3003 j 11 Vehicle Impact Protection FC 312.1 �/ Interior Finishes FC 803 -804 / Smoke Detectors FC 907 CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315.2.1 18" / 24" EVAC SIGNS IN Rooms FC 404.6 (R1 &R2) Fuel Pump Warning Signs FC2205.6 Fuel Station Emer Procedures FC2204.3.5 Exterior Storage FC 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 Sprinkler System Annual Sprinkler FDC _'''..."'"4.-...............- Kitchen _Kitchen Suppression Semi Annual Fire Marshal Inspect r i Cd rle Fuel Island Suppression Semi Annual CC m2y l issued QNLith Hood Cleaning 3-6-Annual 'iliiliilt9&Cades approval Knox Box:installed/checked FC506 ti Operating Permit, if required will be issued after n n Completion of Inspection • - ._. (1 V V V 1 .__ -- 1 Fire Marsh Town of Que shun, I . Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection reques wive.: Queensbury Building & Code Enforcement Arrive: i'", 7,-() ami% Depart: t :7c a� 742 Bay Road, Queensbury, NY 12804 Inspector's Initial �( NAME: J �N_ LST-4" c; PERMIT / LOCATION: < c, 1-W DATE: // - - COMMENTS: Y N NA Chimney/ "B"Vent/ Direct Vent Location Plumbing Vent Through Roof 6"/ Roof Complete Exterior Finish/ Grade Complete 6"in 10'or Equivalent Interior/ Exterior Guardrails 42 inch Platform / Decks Interior/ Exterior Balusters 4 inch Spacing Platform / Decks Stair Handrail 34 inch —38 inch / Step Risers 7"/Treads 11" Vestibules For Exit doors > 3000 sq. ft. All Doors 36 inch w/Lever Handles/ Panic Hardware, if required Exits At Grade Or Platform 36"(w) x 44"(I)/ Canopy or Equiv. Gas Valve Shut-off Exposed & Regulator (18")Above Grade Floor Bathroom Watertight/ Other Floors Okay Relief Valve, Heat Trap / Water Temperature 110 Degrees Maximum Boiler/ Furnace Enclosure 1 hour or Fire Extinguishing System 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 Stockroom/Storage/Receiving/Shipping Room (2 hr.), 1 ' doors > 10% > 1000 sq. ft. 3/4 Hour Corridor Doors &Closers Firewalls/ Fire Separation, 2 Hour, 3 Hour Complete/ Fire Dampers / Fire Doors Ceiling Fire Stopping, 3,000 sq. ft. Wood Frame Attic Access 30"x 20"x 30"(h), Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/ Shaft Sealed Handicapped Bathroom Grab Bars/ Sinks/Toilets/ Mirrors Handicapped Bath/ Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 inch, Checkout 36 inch l ` \) Handicapped Ramp/ Handrails Continuous/12 inch Beyond [Both ) sides] �� �� • Active Listening System and Signage Assembly Space ? � Final Electrical/ Flex Gas Piping Bonded � i i`� V Site Plan/Variance required L Final Survey, New Structure/ Flood Plain certification, if req. - /4\St As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" Water Fountain or Cooler Building Access All Sides by 20'/ Drivable Surface 20'wide Special Inspections/ Engineer or Architect Approval _ Okay To Issue Temporary or Permanent C/O V Okay To Issue C/C Commercial Final Inspection Report revised 11-27-2012 evergreen TESTING & ENVIRONMENTAL SERVICES, INC. C 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 C PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: October 3, 2013 PROJECT NO: ETE-13-107 Oueenshury Stewart's TO: Terry Root Stewart's Shops PO Box 435 Saratoga Springs, NY 12866 REPORT ENCLOSED: DATES: CONCRETE: DENSITY: SITE OBSERVATION: REINFORCING STEEL: 9-24-13 SIEVE & PROCTOR: OTHER: DISTRIBUTION: troot(aatewartsshops.com evergreen TESTING&ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 REINFORCING STEEL INSPECTION REPORT PROJECT: Queensbury Stewart's JOB NO. ETE-13-107 CLIENT: Stewart's Shops REPORT NO. E-13-107-9-24-13 CONTRACTOR: Darcy Construction DATE: 9-24-13 ® SPREAD FOUNDATION ❑ GRADE BEAM ❑ FOUNDATION WALL ❑ STRUCTURAL SLAB ❑ CLASSIFICATION ❑ OTHER REFERENCE DRAWINGS : A-3 LOCATION : Footers 3 PROPER BAR SIZE • PROPER GRADE STEEL ® PROPER BAR SPACING • PROPER BAR CLEARANCE NI PROPER SPLICES L CONFORMS TO DRAWING ❑ DOES NOT CONFORM ❑ REMARKS ®FINDINGS REPORTED TO Darcy representative ASTM STANDARD REINFORCING BARS # 3 - SI9 # 6 - SI 19 # 9 - SI 28 # 14 - SI 43 #4 - S1 13 # 7 - SI22 # 10 - S1 32 # 18 - SI 37 # 5 - SI1_5 # 8 - SI25 # 11 - SI36 Inspector: MIT evergreen TESTING& ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: October 1, 2013 PROJECT NO: ETE-13-107 CJueensbury Stewart's TO: Terry Root Stewart's Shops PO Box 435 Saratoga Springs, NY 12866 REPORT ENCLOSED: DATES: CONCRETE: DENSITY: 9-24-13 SITE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: 663, 675 OTHER: DISTRIBUTION: troot(a.atewartsshops.com cu- .' - e: TESTING & ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 E P.Q. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 HELD IN-PLACE DENSITY TEST REPORT PROJECT: Queensbury Stewart's REPORT NO: E-13-107-9-24-13 CLIENT: Stewart's Shops DATE: 9-24-13 CONTRACTOR: Darcy JOB NO:ETE-13-107 Test Depth Test fn—Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) Bearin (inches) g Grade 1 6 BG 107.7 8.6 98.6 95 675 Footers 2 6 I BG 109.1 10.7 99.9 95 675 Footers Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pcf) 675 109.2 14.1 C-F SAND, Trace Silt, Trace Gravel Remarks:Sample collected this date SB=Subbase SSG=Slab Subgrade SG=Suhgrade TO F=Top of Footing Technician: MT c:-craac 1-011'= iop of Wall B G=Bearing Grade FF=Finished Floor Troxler S.N.: 31268 FB=Footing Bottom ©Wern • TESTING & ENVIRONMENTAL SERVICES, INC. El 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 Et P.O. Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT PROJECT: Queensbury Stewart's REPORT NO: E-13-107-9-26-13 CLIENT: Stewart's Shops DATE: 9-26-13 CONTRACTOR: Darcy JOB NO: ETE-13-107 Test Depth Test In—Place InPlace % % Proctor Location and Remarks No. of Depth/ Density Moisture Compaction Req'd Code Probe Elevation (pcf) (%) (inches) 1 12 -1.5'TOW 128.0 6.6 100+ 95 675 Wall backfill interior north wall center L Proctor Maximum Optimum Material Type and Source Code Density Moisture(%) (pcf) 675 109.2 14.1 C-F SAND, Trace Silt, Trace Gravel Remarks: SB=Subbase SSG=Slab Subgrade SG=Subgradc TO F=Top of Footing Technician:JSC G=Grade TOW=Top of Wall B G=Bearing Grade FF=Finished Floor Troxler S.N.: 23225 I'l;=Footing Bottom Particle Size Distribution Report C e C C C .s - 0 O O O O O v 0 sr8 se 100 1 l -7`? I 1 11 I 1 1 !, . I • �1II ' 11 I I 1 90 -- • .l 1- � J 11 - • l ' I I I 1 II II I I 1 Ii 1 I I I 80 I I I r I i . I l �1 iI �i i I I I I 70 - -' - I , --rI 'I' I _I I I I I 1 I I I I I I • IX I I I I I I I I I I I W 60-- • I It I f—J-+ : I It ' I I , I ---- LL �.I ` I I I ,I I I I I i ~ so _II I I I I III® 11 I �_ ui UU I 1 I ? I I 1 I i I w 40 ! _� ? ! --- °- 1 -. I _ I I _ .I�E11' I I 1I ! I I I 30 r I i I 1 i r I I 1 II ; I' i ! I i 1 11_1 J I . ' I - _._- I I 1 .J 20 .� � 1 I I 1 I I I i I ' I I I I i I 111 I 1 I I I 1 10 . I 1—! I ;1 1 •r I1 1- I -- - I I I :I I I I - -- 1 I I I ` 0 I I III li i II ( I III 1 I I 1- 100 10 1 0.1 0.01 0.001 GRAIN SIZE -mm. +3„ %Gravel %Sand %Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 0.0 2.3 0.6 7.6 22.2 67.3 SIEVE PERCENT SPEC' PASS? Material Description SIZE FINER PERCENT (X=NO) SILT,some coarse to fine Sand,trace Gravel 3 100.0 Sampled By:Contractor 2 100.0 1 100.0 75 100.0 Atterberg Limits 375 99.1 PL= NP LL= NP PI= NP .25 98.1 Coefficients #4 97.7 D90= 0.4584 D85= 0.2326 D60= #10 97.1 D50= 030= 015= #40 89.5 D10= Cu— Cc= #100 79.8 Classification #200 67.3 USCS= ML AASHTO= A-4(0) Remarks Per ASTM D422 Washed * (no specification provided) Source of Sample:On Site Sample Number: 663 Date: 9-19-13 EVERGREEN Client: Stewart's Shops TESTING, INC. Project: Queensbury Stewart's-Building S.!. Bay Road Watervliet, NY Project No: GTE-13-107 Figure 663 Tested By: CC Checked By: GB w • COMPACTION TEST REPORT 116 AU__ I •• - 114 t4.,/%. 113.T p..i 1 b 112 1 r1 . I - - . ,-r 1 i °' — 1i - - I __A 110 1 ► I � 1 .,,,,4 -, - - , ______ 108 iL__ —__. ZAV for 1 Sp.G. _ 106 I I -- , -- 2.65 3 8 13 18 23 28 33 Water content, % Test specification: ASTM D 1557-02 Method A Modified Elev/ Classification Nat. %> %< Depth USCS AASHTO Moist. Sp.G. LL P1 #4 No.200 ML A-4(0) 2.5 NP NP 2.3 67.3 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density= 113.7 pcf SILT,some coarse to fine Sand,trace Gravel Sampled By:Contractor Optimum moisture= 14.3 % Project No. ETE-13-107 Client: Stewart's Shops Remarks: Project: Queensbury Stewart's-Building S.1. Per ASTM D1557-02 Bay Road 9-19-13 o Source of Sample: On Site Sample Number: 663 EVERGREEN TESTING, INC. Watervliet, NY Figure 663 Tested By: MM Checked By:GB Particle Size Distribution Report 000 C C s 1 I C C S co aI•l O o o S uO S<f O ' 5 ` .5 : . n t S SsS 100 1 • � � III it I I• ,I # 1 1 II ; I f 90 --- I I___I_ _ I; . __I !.... I ...-1 II I I I a , I I I , I 11 I I I J . 1 1 I I • I 8011- -I 1- II I I I I I II I I II I I I i I I I i Z60 ' I ; ! I 1 1- -1 --! --- 1. H - ' II I I I l I f I I i 1 j ,_ so I ,1 1 II i_� 1_ I I I Ill 1 I I I I I I ' f- ' U I I I I I I I I I I W ao�- I I 1 I ! . 0._ I '�I I i 1 I I I I 1 I I l 1 : 1 ' I 1 I I I 30 • - I 1---1-1-ii-i! 1I 1 I I -•- --i-" , • -- I, ,I 1 I I; I I ,I I I I I I I LH -i• I I II i l'I ,I 1I- 1-1 II. t_ _ _l.. -I-I- I I_ 01111 II 11I1 . IIS � I ' I 1 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm. "/,+3" %Gravel %Sand %Fines Coarse 1 Fine Coarse Medium 1 Fine Silt I Clay 0.0 0.2 1 3.5 1.5 8.0 79.4 7.4 SIEVE PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X=NO) coarse to fine SAND,trace Silt,trace Gravel 3 100.0 2 100.0 1 100.0 .75 99.8 Atterberg Limits 375 98.2 PL= NP LL= NP P1= NP .25 96.6 Coefficients #4 96.3 D90= 0.6823 D85= 0.4061 060= 0.2540 #10 94.8 D50= 0.2152 D30= 0.1491 D15= 0.0991 #40 86.8 D10= 0.0827 C�= 3.07• Cc= 1.06 #100 30.3 Classification #200 7.4 USCS= SP-SM AASHTO= A-3 Remarks Per ASTM D422 Washed * (no specification provided) Source of Sample: On Site Sample Number: 675 Date: 9-24-13 EVERGREEN Client: Stewart's Shops TESTING, INC. Project: Queensbury Asbury Stewart's-Building S.I. Bay Watervliet, NY Project No: ETE-13-107 Figure 675 Tested By: JC Checked By: GB COMPACTION TEST REPORT 110 - _ 14 1Jo. 109.2 pct I I $ I 109 I l I L . - i ----- - —�— I 108 5 0 I I1 111 107 4 I - ; — 106 —,— --- ZAV for� ISp.G. _ -- I -- 1— 2.50 105 5 7.5 10 12.5 15 17.5 20 Water content, % Test specification: ASTM D 1557-02 Method A Modified Elev/ Classification Nat. %> %< Depth USCS AASHTO Moist. Sp.G. LL PI #4 No.200 SP-SM A-3 2.5 NP NP 3.7 7.4 TEST RESULTS MATERIAL DESCRIPTION Maximum dry density= 109.2 pcf coarse to fine SAND,trace Silt,trace Gravel Optimum moisture= 14.1 % Project No. ETE-13-107 Client: Stewart's Shops Remarks: Project: Queensbury Stewart's-Building S.1. Per ASPM D1557-02 Bay Road 9-24-13 o Source of Sample: On Site Sample Number: 675 EVERGREEN TESTING, INC. Watervliet, NY Figure 675 Tested By: CC Checked By: GB NOV-15-2013 01:56P FROM:L H RUTLAND, P. E. 3990327 TO:5811209 P.2 P.O. Box 171 Middle Grove,NY 12850 ill-..iillik. Phone: (518) 584-8284 Mobile: (518) 527-6383 LAWRENCE H. RUTLAND, JR. Fax: (518) 584-8408 5 .o fr.,t1onat E'ngineet E-mail lhrpe@nycap.rr.com November 14, 2013 Stewart's Ice Cream Shops P. 0. Box 435 Saratoga Springs, NY 12866 Bay Road Queensbury. NY Dear Sirs: The store construction at the referenced site is complete and in accordance with the approved plans and specifications. Si ti+. •'. 04,04:1tA,: \ /,/ L. ; , E. Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection req - 1 • -d: Queensbury Building & Code Enforcement Arrive: = ► �,�� 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: c T J PERMIT / 13 LOCATION: IA02— Pt FIND A D INSPECT r : TYPE OF STRUCTURE: / i N 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 Firestopping Penetration sealed 16 inch insulation in cavity min. 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 / BedroomsV—EC-Et�E� 24 in. H 1 \ �� v`—�—L 20 in. (W) 5.7 sf above / below grade 5.0 sf grade Design Professional Sign-off, If required El`J 6i SEC A. 0 v � f E?ir), NOc \ Rj--) Framing Firestopping Inspection_ievis0f_02 0513 P.O. Box 171 Middle Grove,NY 12850 Phone: (518) 584-8284 Mobile: (518) 527-6383 LAWRENCE H. RUTLAND, JR. Fax: (518) 584-8408 .Pzo/E-1.5.i.o►Zar C�n9inEE� E-mail lhrpe@nycap.rr.com October 02, 2013 Town of Queensbury Building Department 742 Bay Road Queensbury, NY 12804 Re: Stewart's Ice Cream Shop Bay Road I certify that threaded rod with hy150 is sufficient enough to be installed as anchor bolts in the concrete foundation wall for the three post that are proposed. 44/ILIAT-421A , � " ,„ yam : ' fid . . '' . ®''T/E SS9►��®�c evergreen TESTING & ENVIRONMENTAL SERVICES, INC. ❑ 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: October 24, 2013 PROJECT NO: ETE-13-107 Oueenshury Stewart's TO: Terry Root Stewart's Shops PO Box 435 Saratoga Springs, NY 12866 REPORT ENCLOSED: DATES: CONCRETE: 9-24-13 DENSITY: SITE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: OTHER: DISTRIBUTION: Terry Root troot(d atewartsshops.com evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Queensbury Stewart's CLIENT: Stewart's Shops REPORT NO: E-13-107-9-24-13 CONTRACTOR: Darcy CONCRETE SUPPLIER: Bonded DATE: 9-24-13 LOCATION: Footers for addition all JOB NO: ETE-13-107 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design Remarks Plant Total +Field 1 61970 75 7.0 1250 1310 1355 5.5 64 5.5 68 403 Set 1 of 4 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: MT NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to: Darcy and bonded reps. 1 5636 9-25-13 10-1-13 142.4 7 3600 5637 10-22-13 141.9 28 4510 Transported By: MM 5638 10-22-13 142.6 28 4280 Remarks: 5%to 7%air spec 5639 142.4 H I-I Weather:Sunny Specification at 28 Days: 4K Average 28 Day Strength: 4400 Average 56 Day Strength: N evergreen TESTING& ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, New York 12189 Phone: 518-266-0310 Fax: 518-266-9238 ❑ PO Box 482 Orchard Park, New York 14127 Phone: 716-649-9474 Fax: 716-648-3521 LETTER OF TRANSMITTAL DATE: October 28, 2013 PROJECT NO: ETE-13-107 Oww enshiiry Stewart's TO: Terry Root Stewart's Shops PO Box 435 Saratoga Springs, NY 12866 REPORT ENCLOSED: DATES: CONCRETE: 9-25-13 DENSITY: SITE OBSERVATION: REINFORCING STEEL: SIEVE & PROCTOR: OTHER: DISTRIBUTION: Terry Root troot(c�atewartsshops.com ever -9- 7-1,-,0*..,, ,..s. .c1 _, TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Queensbury Stewart's CLIENT: Stewart's Shops REPORT NO: E-13-107-9-25-13 CONTRACTOR: Darcy CONCRETE SUPPLIER: Bonded DATE: 9-25-13 LOCATION: Foundation walls for addition JOB NO: ETE-13-107 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards (in.) Temp Air Temp. Batched Start Empty Agg. Added: Total Design Set NO. Plant Total Remarks +Field 1 61993 81 10.0 1446 1520 1545 6.0 69 5.8 75 403 Set 1 of 4 cyls COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: MM NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(psi) AS RECEIVED Field Results Reported to: Darcy foreman 1 5652 9-26-13 10-02-13 141.1 7 3540 5653 10-02-13 141.1 7 3530 Transported By:JSC 5654 10-23-13 140.6 28 4110 5655 10-23-13 141.1 28 4050 Remarks: 5656 140.9 H Weather: Sunny,warm 5657 140.6 H Specification at 28 Days:4K Average 28 Day Strength: 4080 Average 56 Day Strength: Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection ;4= •: Queensbury Building &Code Enforcement Arrive: \ a' p • ', Depart: VII) am 742 Bay Road, Queensbury, NY 12804 Inspector's Initial /i� �' NAME: Sj'tQ PERMIT, : 3--3' LOCATION: L/ c25 Rd DATE: / b - -3 t: --1.3 kSIOC~UZI\OLP COMMENTS: Y N NA Chimney I'B"Vent I Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete ✓ Exterior Finish/Grade Complete 6" in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.–38 in.I Step Risers 7"I Treads 11" Vestibules For Exit doors> 3000 sq. ft All Doors 36 in.wlLever Handles I Panic Hardware, if required Exits At Grade Or Platform 36(w)x 44°(I)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight I Other Floors Okay Relief Valve, Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System 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 1 Stockroom/Storage/Receiving/Shipping Room (2 hr.), 1 %doors — S \1 E t=,% > 10%> 1000 sq.ft. '/Hour Corridor Doors&Closers Firewalls I Fire Separation, 2 Hour, 3 Hour Complete I Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq.ft Wood Frame a *Fq-E t\V-4l\ Attic Access 30"x 20"x 30"(h), Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed �G 2, Handicapped Bathroom Grab Bars/Sinks/Toilets /1/ L s�� Handicapped Bath/Parting Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. Beyond[Both — L�(;\-gA L4\ sides] • GCS `7 1—- =u) Active Listening System and Signage Assembly Space /7j Final Electrical I Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/Flood Plain certification,ifn As-built Septic System Layout Required or On File 7 " �� ` � Building Number or Tenant Address on Building or Driveway 4 Water Fountain or Cooler ��{- -- 6 Building Access All Sides by 20'/Driveable Surface 20'wide Okay To Issue Temp. or Permanent CIO v\ Okay To Issue C/C 5\ L:\Building&Codes FormslBuilding&CodesUnspection Forms\Commercial Final Inspection Report.doc Revised January 7,2008 Inspection Form Town of Queensbury Fire Marshal O Periodic Inspection Date: /D0 Tihne: 74141 742 Bay Road,Queensbury NY 12804 o Re-Inspection / j j 7518 761 8206/518 761 8205 o CO Inspection Permit#: Fire Marshals Representative X MJ Palmer Business Name: S tsi - P- �.- Location: '-/C, . , sc-1 XGK Stillman Contact: .5/eil o/ 6'J4 Gn/ r 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: ._ / ,ie�f�j/ Main Aisle Width FC 1024/1025&FC1029.11 � v��JJ``''�� Secondary Aisle Width FC 1025&FC1029.11 FIRE EXTINGUISHER: Hung FC 906 s }( gh/irdel ' LInspection of extinguisher FC 906 /2 �l/ EVAC Plan FC 404.2 f TRUSS ID SIGNAGE FC 505.3 —Fi l .-I- L15 " 5f/75- 4-- EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 Exterior FC 1006.3 _ Clearance to Electrical FC 605.3 f Electric Wiring Enclosed/Labeled FC 605.3.1 • Combustibles in Equipment Rooms FC315.2.3 -- .0V'�f e J F.D.Signage- FC 510 f 77B�l_ .� , ''''--72,°e;. 'r''l s /fgeL No Smoking Signs FC 310.3 � F3 - /�G' /C7,/ 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 — 4i.,j,e(G.- �` N4.414 � /11sn�..�,_ '" Clearance to Sprinkler/Ceiling FC 315.2.1141 Flgivt,5 r�-+ �' "V18" / 24" '-' Zvi)\e.� 9 5-bLi tii- RC. 1�ilfls7EVAC SIGNS IN Rooms FC 404.6(R1 &R2) Fuel Pump Warning Signs FC2205.6 � �y� •7 Fuel Station Emer Procedures FC2204.3.5 - Exterior Storage FC 315.3 ...7/57 REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 Emergency Disconnect FC 2203.2 �� _ 21 DAYS SYSTEMS: FC 901.6 lnsp 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 Kitchen Suppression Semi Annual P (�(fFuel Island Suppression Semi Annual /e ,J '� )V HoodnCleaning t3-6-Annual /� yae.1,11, � r 6 Knox Box:installed/checked FC506 y��, Operating Permit, if required will be issued after ��-C/ Completion of Inspection Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Ins•ection r:,• e -ived: Queensbury Building & Code Enforcement Arrive: '-' .rt: c6- I-47citgi 742 Bay Road, Queensbury, NY 12804 Inspector's In' a s: _ . NAME: P MIT #: /.3 --.31 LOCATION: A INSPECT ON: / D —(9-1 TYPE OF STRUCTURE: Y N NIA j ' ough 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 V 5 P.S.I. or 10 ft. above highest connection for 15 minutes V! Pressure 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 required unheated spaces Combustion Air Supply for Furnace r-" Duct work seal properly/ No duct tape g-ft t• 6 .-VENV--7c< N.WiP-D COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 s I u e - i. ze-f1z Rough PlumbingI Insulation Inspection I Repo ..6-e--tbn) Office No. (518) 761-8256 Date Inspectio requ e.-1- •: Queensbury Building & Code Enforcement Arrive. i j�a , • 1 ;9•=.art: `, a 742 Bay Road, Queensbury, NY 12804 Inspector's Initials/' NAME: St"! ±. PER ##: /3-3 (1 t7 LOCATION: 664` Rc4 INSP CT ON: / 6,- --f.3 r TYPE OF STRUCTURE: _ Z I-3? -C -- )i if Y A NIA alKotigh Piumbin /Nail Plates L 9 � � ���\ QST oda. . vTI taT`k Qr.:: ,\ Plumbing Vent I Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction /// Pressure Test 9 •=- /Vent P-r-- ' . • s ft. above higpest connection for 15 minutes / Pressure Test 1/ -r Supply Piping v -ad Nom 7 ;0 P.S.I for 15 minutes t.,)e.eJ nsulation /Residential Check/Commercial Check - iAL > �Reez-c L u -?j Tyvek or Similar Exterior Sealant be < R- �AtL 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 Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 ooc Rough Plumbing 0 Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r-.4.4 . red: Queensbury Building & Code Enforcement Arrive: :c, C, #.- .art: 742 Bay Road, Queensbury, NY 12804 Inspector's Initia : ,/ _ NAME: - . A ' T PER IT #: 1 -397 LOCATION: 1-1()Z__. R e R d pi (> INSPECT ON: 10 -$-1 TYPE OF STRUCTURE: _ Y N _ _ 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 1 Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test \(1. Water Supply Piping Air/Head / 50 P.S.I for 15 minutes 1 Insulation /Residential Check/Commercial Check i. (z--ik CSN\-ern` Tyvek or Similar Exterior Sealant _ Z1 ��1-) Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation D FlsRI If r- •uired unheated s•aces Combustion Air Supply for Furnace SDS LT°C - =w^1\ Duct work sealed properly/ No duct tape t u. .t-C1L- UNW-Z-. COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 13,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection •u : :' - .: : / Queensbury Building &Code Enforcement Arrive: J �0• •:. .rt: "$yalijon 742 Bay Road, Queensbury, NY 12804 Inspector's lnitia : NAME: 7 • •ERMIT#: / 3 3?7 LOCATION: i c� �- i i--r) INSPECT ON: �o7a e;/3 TYPE OF STRUCTURE: L c17���N MC/1 �� ��--_ Y N N/A Framing COMMENTS: Attic Access 22" x 30" minimum Jack Studs/ Headers _ Bracing/Bridging TV_;,. /// t C-N-tEC_ _� ;� "3.7 , 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 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 / Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above /below grade 5.0 sf grade L:\Building&Codes Forms-OLD\Building&Codes\Inspection Fomes\Framing Firostopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection req • t r• . 1: Queensbury Building & Code Enforcement Arrive: %- i_ am/Tr 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. l < , NAME: 6T—E16Pt.R-TIxjPER 13 -3T1 LOCATION: y0 Z R`1 ?..0 PA) INSPECT ON: 113 1-0j TYPE OF STRUCTURE: IJN1 M s 'Ac)0. Y N, N/A COMMENTS: Framing V Attic Access 22" x 20" minimum Jack Studs / Headers ✓ Truss Specification Provided Bracing / Bridging / Joist hangers 0 EZ) �136tQG Zj Jack Posts /Main Beams �/� Exterior sheeting nailed properly 12" O.C. 6\bi, AFF Otik11I C Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/ Holes / Bearing Walls I 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 i Ice ans 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 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 05 13 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Ins action request ►-iv Queensbury Building & Code Enforcement Arrive: m/p I - . - : "rj'z_0 ap� 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: .6TCv3 PER #: \7) -397 LOCATION: t- r, ` : t INSPECT ON: TYPE OF STRUCTURE: r Y N N/A I Rough Plumbing /Nail Plates OaFg-154. V3PCT\W? 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 1 Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation /Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct t 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 Ins ection r-• es iv- Queensbury v-Queensbury Building & Code Enforcement Arrive: a -AI' • .rt: am/ 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: PERMIT #: ' 3— tel LOCATION: �� c A� �o ;a INSPECT ON: Io —;3 —1 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 ` 50 P.S.I for 15 minutes X167\'%CE1L.X Insulation / Residential Check/ Commercial Check , R--? 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 _l COMMENTS: CCD T>✓ ��L� v CF \--\ti�� \fib �W\--V .87uc , c oG5'\ Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15, 2005, revised January 7, 2008 g._ is Foundation Inspection Report (-4% ) Office No.(518)761-8256 Date Ins,- 'on • re iv• •: Queensbury Building&Code Enforcement Arrive: Separt: , 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini NAME: I 'ERMIT#: 13 j G� LOCATION: 4.01,7 A c s INSPECT ON: 9 TYPE OF STRUCTURE: j•CV Comments Y N N/A ' Footings Piers Monolithic Slab ) ` Reinforcement in Place M 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\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report 1 C�� •(\ Office No.(518)761-8256 Date Inspection retest r iy d: Queensbury Building&Code Enforcement Arrive: C P - Depart:9 d a m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Iniha[s:_ '" - NAME: S- , L.lM'1.rh ,PERMIT#: 3 —3 LOCATION: </ R4 'INSPECT ON: 9—. (L, TYPE OF STRUCTURE: \ors- 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 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 '_ala ' n Interixterior - a 3,, 0 V Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Buiiding&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM z- L Rough Plumbing I Insulation Inspection Repo Office No. (518) 761-8256 Date Inspection re+ - . . «: Z�2 / 3 Queensbury Building & Code Enforcement Arrive: .75 a • r i`r'art: 7 , b air• 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PE'MIT #: --3C1 LOCATION: ,. 'v , i'27 - INSPECT ON: TYPE OF STRUCTURE: k S-7-c-a-7--; _ Y /N N/A ough Plumbing /Nail Plates -737;\, ,, i-) Plumbing Vent/Vents in Place ✓/ 25A— 1 % inch minimum Drain Size J \ \� Washing Machine Drain 2 inch minimum Cleanout every 109 feet/ change of direction / Pressure Test ✓/ =gent ✓ ead 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes _ Insulation /Residential Check/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 ombustion 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 M Office No.(518)761-8256 Date Inspection • • Queensbury Building&Code Enforcement Arrive: y Ay • I epart: Z-(`3T p� 742 Bay Rd.,Queensbury,NY 12804Inspector's Initials: NAME: 1-eL•• -t7, PERMIT#: / LOCATION: A 6:e3 1"Ced INSPECT ON: ter—- 5-/_; TYPE OF STRUCTURE: �', reN-, Comments Y N NSA 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. " Fiindation/Wallpour , / Reinforcement in Place Y 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\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 623C1i161). 13 Foundation Inspection Report C r'CN Office No.(518)761-8256 Date Inspection reque• •-' •ived: Queensbury Building&Code Enforcement Arrive: am/ D epart: 1:'-3capm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ie NAME: -Sx r S . PERMIT#: C 3 —360 LOCATION: 'eye r-r as Imo,{ INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings V/ 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 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 Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM