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2009-611
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 CERTIFICATE OF OCCUPANC" 31'r Permit Number: P20090611 Date Issued: Friday, February 03, 2012 This is to certify that work requested to be done as shown by Permit Number P20090611 has been completed. Location: 1002 STATE ROUTE 9 Tax Map Number: 523400-296-013-0001-065-000-0000 Owner: STEWARTS SHOPS CORP. Applicant: STEWARTS ICE CREAM CO INC This structure may be occupied as a: Commercial/Industrial By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DUES 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 Enforce; or Zoning Board of Appeals, ent TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20090611 Application Number. A20090611 Tax Map No: 523400-296-013-0001-065-000-0000 Permission is hereby granted to: STEWARTS ICE CREAM CO INC For property located at: STATE ROUTE 9 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: ALYSSA GOOLEY Commercial/Industrial $1,100,000.00 LINDA BARBER Total Value $1,100,000.00 P.O. BOX 51 ROUTE 22 CLEMONS,NY 12819 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2009-611 4929 sq ft commercial/industrial - Stewart's Shops $739.35 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, February 26,2011 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To o eensbu' 344Fi a February 26,2010 SIGNED BY ° r for the Town of Queensbury. Director of Building&Code Enforcement i Building Permit No.: 2009-611 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUIPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at: 1002 State Route 9 For the following use(s): Commercial/ Industrial I understand that if the conditions that follow are not met before the expiration date,the deposit is forfeited. -/I -ld Signature of Applica Date A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby APPROVED [� DISAPPROVED With the following conditions: 1) correct site plan issues FEE: 0$10.00 DEPOSIT: b/1$100 RECEIVED ON: Director of Building & Code Enforcement* Date of Issuance** *This Certificate is NOT VALID unless signed by the Director of Building &Code Enforcement or his designee **This TEMPORARY CERTIFICATE OF OCCUPANCY expires 30 days from the Date of Issuance - q1_5 �__________________ _ /_-/-�1-----OFFICE USE ONLY _____.._g_____f_._--_-----+ + _+ TA/X/ (MAP NO. �6✓!Q;`/ e ERMIT NO. FEES: PE IT RECREATION ENGINEERING ___ _::., ---__----__-__-___-_-_---__ --------- ----------- PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. E$APPLICANT/BUILD I,L)Q(_A ,J► 1[_S CMD. OWNER: 50MC_ 1 ADDRESS: ft- 5 n( ADDRESS: PHONE NOS.py ! P4 JJ PHONE NOS. - CONTACT PERSON FOR BUILDING & CODES COMPLIANCELC IrIJ'C PHONES! 7`t�L44' LOCATION OF PROPERTY: l OOP I" �ou L q SUBDIVISION NAME: no.- PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: • CHECK ALL THAT Z APPLY TO YOUR Z p d d �W L~i u) PROJECT p ~ p p0 O�_ W H0 WJ LLOJT H a - ( CJ W Zz OH V Z Q Q (n NL) 0LL HLL SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO. ) TOWNHOUSE BUSINESS OFFICE RETAIL- 4' q 1g L4, `1�q 3 j� MERCANTILE al FACTORY OR INDUSTRIAL ATTACHED GARAGE(1, 2, 3) • OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS:5bLoftb ESTIMATED CONSTRUCTION COSTI� I D®, �00 FUEL TYPE: 1 V Q HEAT TYPE? "HOW MANY FIREPLACE(S)p] AND/OR WOODSTOVES(S):�- ZONING CATEGORY:H G- mD&RE THERE WETLANDS ON THIS SITE? nO IS THIS A HISTORIC SITE? ()() t • ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? n O ARE THERE EASEMENTS ON PROPERTY? nO `Please complete a separate Application for"Fuel Burning Appliances &Chimneys" available in our office ---------------------------------------------------------------------------------------------------------------------------------------- I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. i I certify that the application, plans, and supporting materials are a true and complete statement / i description of the work proposed, that all work will be performed in accordance with the NY State Builidng Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I / we are required to provide an as- built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed: • Director of Building & Codes: 761-8256 (for questions QUESTIONS 7 CALL 761-8256 OR EMAIL regarding Building Permits, construction codes or septic codesAgueensbury.net systems) VISIT OUR WEBSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding www.gueensbury.net required permits, the permit process, application requirements or to schedule an appointment) Permission sis 'hereby granted 'to 'the 'above Oo ; This application/proposed action described herein is Applicant to er ct or alter the building described % ; found to be in accordance with the zoning Laws of herein ce with said Application: ;/ the Town of Queensb ury 11 ! I r111 r/ I Y1! ZONING APPROVAL/ II I!! !/ I 0 I UG & OVAL ! , ! 1 ! r , ! r 1 / /; A 0 ; DATE I / . Office Use Only Operating Permit Issued: Yes No Occupancy Type: / Construction Classification: V Assembly Occupancy limit: Special Conditions: C717, Commercial Final In on Rep&ort Offi o.: (518)761-8256 Date inspection nest Quee bury Building &Code Enforcement Arrive: . pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's In ' is: NAME: �lr- PERMIT . LOCATION: DATE: .._.�- _ ._ COM- ffiP Al Z IAr' COMMENTS: N N , Chimney/'B'Vent/Direct Vent Location � P j rl:,��J, . Plumbing Vent ThrMh Roof 6"1 Roof complete Exterior Finish/Grade Complete 6"in 1W or Equivalent interior I Exterior Guardrails 42 in. Platform/Decks Interior I Exterior Balusters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in./Stop Rkers 7"i Treads 11" Vestibules For Exit doors>3000 sq.I All Doors 36 in.wit ever Handles/Panic Hardwares if recluired Exits At Grade Or Platform 36 W x 44"PYCanopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Wateftht l Other Floors Okay Relief Valve Heat Trap i Water Temp.110 Pgreas Maximum Boiler I Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Su for Oooupa2g/Ventilates 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/ReceMng/Shipping Room(2 hr.), 1 %doors > 10%> 1000 N.ft. %Hour Corridor Doors&Closers Firewaus/Fire Separation,2 Hour, 3 Hour Complete/Fire Dam rs/Fire Doors Ceiling Fine Stopping,3,000 sq.ft Wood Frame Attic Ass 30"x 20"x 30" h ,Craw!Space Access 18"x 24' Smoke Vents Or Fan, if required Elevator Operalion and S /Shaft Sealed Hand' Bathroom Grab Bars/Sinks/Toilets Handicapped Bath I Parking Lot Signage Public Toilet Room Handicapped Accessible Hand' Service Counters 34 in. Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. Beyond(Both sides Active Liter' S and Amembly Spacel Final Electrical/Flex Gas Pi ing Bonded Site Plan/Variance required Final Survey, New Structure/Flood Plain ceWiftadon if As-twit Sepfic System Layout R uiretl or On File Building Number or Tenant Address on Building or Driveway 4' Qi Water Fountain or Cooler Building Access AN Sides by 20-1 Oriy"We Surface 2W wide Okay To Issue Temp. or Permanent CIO Okay To issue C/C LABuilding&Codes For►ns\Sukkv&Codesllnspechon Fon=NCommeraal Final Inspection ReporLdoc Revised January 7,200s /---S Mor--e�,- Commercial Final Inspection Rep Of ice No.: (518) 761-8256 Date Inspection reques d: Queensbury Building& Code Enforcement Arrive: X2.�&Sa epart: an 6pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: S v NAME: t*Z T i® FERMI LOCATIO 0 v7 DATE. COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete I 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. /Step Risers 7"/Treads 11" `" \ Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Re lator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka 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 Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 s .ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Ell& Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . 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 Signa e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets \AP% Handicapped Bath/Parking Lot Si na a �EoR C3 Public Toilet Room Handicapped Accessible }� Rai Handicapped Service Counters, 34 in.,Checkout 36" NZ Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Q-ae (A' Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or DrivewayU (� Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide NZT Okay To Issue Temp. or Permanent C/O 1 E Okay To Issue C/C E L:\Building&Codes Forms\Building&CodesVnspection Forms\Commercial Final Inspection Report.doc /-3 /yo"-�67 ' Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. Town of Queensbury Bay Road Qu Queensbury,NY 12804 edUl�d Insp�on Date: /(� Time: / cl— Phone: (518) 761-8206 Business Name: Fax: (518) 745-4437 Location: 1,6Q 2- e of Inspection N/A Yes No EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge AISLES: Main Aisle Width v Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher FIRE ALARM SYSTEM Fan Shutdown2� Fire Sprinkler System FDC Fire Suppression-kitchen Fire Suppression-Gas Islan Generator Hood Installation Elevator Interior Finishes Stora e fF Compressed Gas Clearance to Sprinklers 1 Clearance to Electrical A k I r Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection A Knox Box F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan �Xepired oved (if noother approvals apply,the B&C Office will issue the Certificate of Occupancy) / call for Recheck Inspected L:\FireMarshal\FM Forms Masters\permitto occupyform.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection Queensbury Building&Code Enforcement Arrive: Iepart: 2- pm 742 Bay Road, Queensbury,NY 12804 Inspector's NAME: — (-NOT PELOCATION: onz-- _ DAi COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks _ Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka 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 Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 s . 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 Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New.Structure/Flood Plain certification,if reg. As-built Septic System La out Re uired or On File J V E f Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler F-O R Buildin Ac '0' /D eable Surface 20'wide Oka To Is ue Tem . o er a C/O Oka To Issu L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc \0cc) Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins ectio qu e' Queensbury Building&Code Enforcement Arrive: eV Depart: =V pm 742 Bay Road,Queensbury,NY 12804 Inspectors Initia NAME: ��T-�t i, (��� PERMI LOCATION: _1()(-)2. 161Pr'C 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 I Exterior Guardrails 42 in. Platform/Decks _ Interior/Exterior Ballisters 4 in. Spacing Pla orm/Decks Stair Handrail 34 in.—38 in. /Ste Rise 7" Treads 11" Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Re lator 18" Above Grade © Lb Floor Bathroom Watertight/Other Floors Oka 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 A �--- 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 %z doors > 10%> 1000 s .ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 s . 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 Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets �}�" Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Ft Final Electrical VeAl�',t, Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System La out Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access 6ASioes by 20' /Driveable Surface 20'wide Okay To Issue a ermanent C/O Okay To Issue L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection eport.doc / • lO`.J Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: S P 0 •Time: (4 Phone: (518)761-8206 Business Name: e Fax: (518) 745-4437 Location: —22. dv 4 Typ e of Inspection N/A Yes No EXITS: Exit Access OK- Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width p c EXIT SIGNAGE Sign-normal Sign-battery EVAC signs in rooms TRUSS ID SIGNAGE � ! EMERGENCY LIGHTING FIRE EXTINGUISHER: / I Hun Ins ection of extinguisher FIRE ALARM SYSTEM Of- Fan Shutdown Fire Sprinkler System FDC ---- Fire Suppression-kitchen — Fire Suppression-Gas)slon Generator Hood Installation Elevator -- Interior Finishes L Storage Compressed Gas Clearance to Sprinklers ---- Clearance to Electrical Electric Wiring Enclosed/Labeled U Combustible Waste Vehicle Impact Protection Knox Box F.D.Si na e-Utility Rooms No Smoking Signs p Maximum Occupancy Sin t Emergency Evacuation Plan Approved (If no other approvals apply,the B&C Office will issue Certificate of Occupancy) ❑ Denied / call for Recheck Inspected By: L:\FireMarshal\FM Forms Masters\permitto occupyform.doc � 93-0d I; I, III R14 R13 R13 R12 a u R11 Rio �I R10 VERIFY BEARING UNDER R03 — u ROBA I! I I i ICI II I II ' it II I II �I I •_ i I, III �I I 'I N I � I li z�-0a I II I N R06 k I R0 R 16 Roo a, R 1 �, R06A III � II I I I U I I < I! _• II li I � Ij— a#-==-- V i I I 'I II fl I �I III II I N II li II II li I Rio Rio II r _ pyI R11 R12 4 I d II: R12 R13 ak 'li II ii ! it li R13 I I R14 a N 1 � I .IIL...1. IL.�..,.. � L. ....�., o m' I QO .... ,,.. _.,..,., ,. R� a ¢ 64 Ft taa9m co�rat� �nrt av paa av Mr w ¢ x ¢ ._ 10 M RIX1m03 214L�— H� C BC PoBB WR15 qBc Rvem03 PEC RSA1 63 2p BC �fim NA ] PHU82fi BC -.— 3P......................... . ................_,. ..,.. .......,.... HUS2fi BC RBI W— 2R01 m e % PlY tow 2PJ126 BC W6m R" 3a9NP3 Roof Loading Account: TC Live: 20.00 psf Job: b093872 TC Dead: 10.00 psf Designer:AN BC Live: 0.00 psf Checker: .�,L BC Dead: 10.00 psf Date: 05-12-10 3' 1Ct��111�1 TIc�S� TC Stress Inc: 15.00 BC Stress Inc: 15.00 Spacing:2-0-0 o.c. Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p Depart: & J' m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT* �- LOCATION: DATE: F) COMMENTS: Y N NA Chimp /V Vent/Direct Vent Location Plumbing Vent Through Rao 6"/Roof Complete Exterior Finish/Grade Com 6"in I W or equivalent Interior/Exterior Guardrails 4 in. Platform/Decks Interior I Exterior Ballisters 4 in.LSpacing Platform I Decks Stair Handrail 34 in.—38 in./ Risers r I Treads 1 Vestibules For Exit doors>Mscl. ft AN Doors 36 in.wll ever Hand. /Panic Hardware, if t6quired " Exits At Grade Or Platform 36 W 44'(IYCanopy RrX Aulv. Gas Valve Shut-off Exposed&:R ulator 18" Abov Grade Floor Bathroom Watertight/other Floom Okay Relief Valve Heat Trap I Water P.110 Degrojis Maximum Boiler/Furnace Enclosure 1 hr.or FXre Extingu' System Fresh Air Su for occupancy/VAntilation C bustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or ' Li Of Site Oil Furnace Shut Off at Entrance to Fu Stockroom/StoragelReceMng/Shipping�oot (2 hr.), 1 %doors > 10%> 1000 .ft. s/Hour Corridor Doors&Closers Firewalis/Fire Separation,2 Hour, 3 Hou Complete/Fire Dam rs/Fire Doors Ceiling Fire Stopping, 3,000 sq.ft.W F e Attic Access 30"x 2fl x 3(r h , Crawl ftaodLftcess 18"x 24" Smoke Vents Or Fan, if required Elevator Operabon and Signage/Shfift SealeV Hand' Bathroom Grab Bars/ inks/Toi Handicapped Bath/.Parking Lot Signage Public Toilet Room Handica 'ble Handicapped Service Counters, in.,Checkout Son Handicapped Ramp/Handrails ontinuous/12 In. B and(Both sides Active Listening Sygm and Sibnage Assembly Final Electrical/Flex Gas Pipiog Bonded Site Plan/Variance required Final Survey, New Structure Flood Plain certification As-built Septic System L"Required or On File Building Number or Tenan Address on Building or Dovewa 4' Water Fountain or Cooler Building Access AN Sides by 20'1 Driveable Surface 20,w Okay To Issue Temp. or Permanent C/o Okay To Issue C/C L:16uilding&Codes FormslBuilding&CodesVnspecbon FormslCommercial Final Inspection ReporLdoc Revised January 7,2008 howoo filolv�-610- Commercial Final Inspection Re; rt O ice No.: (518) 761-8256 Date Inspection r st e . Queensbury Building&Code Enforcement Arrive: ^Z> Depart: am/ 742 Bay Road,Queensbury,NY 12804 Inspector's Initia s: f C 1 NAME: 3 {C PERMIT LOCATION: l E' er DATE: / COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks _ 1`t Y- ✓� `� � Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. s� All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44" 1)/Canopy or Equiv. ,J Gas Valve Shut-off Exposed&Regulator 18")Above Grade F— Floor Bathroom Watertight/Other Floors Okay 7Z— Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum s Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers V2 NT"Vx Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), I 'h doors ,..�y� > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire j Dampers/Fire Doors Ceilin Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" �4�j � � Smoke Vents Or Fan, if required V�ti Elevator Operation and Si a e/Shaft Sealed � � v Handicapped Bathroom Grab s/Sinks/Toilets andi Bath Parkin Lot ub is of a oom Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" _�`� Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] _ Active ListeningSystem and Si a e Assemblyti Space � � '-c��-� '? T Zfq Final Electrical �� Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20'/Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc MAY-11-2010 02.25P FROM:L H RUTLAND, P. E. -3990327 TO:5811209 P 2 12 Droms Rd. Ext. Scotia, NY 12302 Phone: (518)399-6560 L.AWRENCE H. RUTLAND, JR. Mobile: (518) 527-6383 Pax: (518)399-0327 Wfres%orzCd Enq&Lrzt E-maillhrpe@nycap.rr.com May 11, 2010 Stewart's Ice Cream Shops P. O. Box 435 Saratoga springs, NY 12866 Re: No. Queensbury Site Inspection Mr. Lee Varney The referenced site was visited on May 7, 2010 . The building structure is complete including the canopy over the drive up windows at the bank and the ATM building. Only interior finishing and furnishing remains to be com- pleted. The exterior has been landscaped and the parking areas paved and marked. The reten- tion basin has been constructed. Lawn areas and the basin still need to be seeded. No further inspection is anticipated. Sincerely, Q�uFFsstg�,�\ o�l�E 3T11E0�i Framing / Firestopping Inspection port Office No. (518)761-8256 Date inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:��, am/pm 742 Bay Road, Queensbury, NY 12MM inspector's initials: N PERMIT#: NAME: ' . LOCATION: aK T INSPECT ON: TYPE OF STRUCTURE: I Y NIA COMMENTS: Framing � Attic A s 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers �^ � n Jack Posts/Main Beams Exterior sheeting nailed property 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. / Notches/Holes/Bearing Wails Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D naNs each side Draft stopping 1,000 sq. t 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 Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) t �j 20 in. (V1f7 5.7 sf above/below grade l — ✓l 5.0 sf grade Tt Lodes Fortns4OL0euiiding&CodesNnspeWon ForrneTra nq Fndoppkv inspection RsporLdoc Revised January 7,2008 COX$TRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: STEWARTS ICE CREAM COMPANY,INC. REPORT NUMBER: 6 :PAGE#: 1 POST OFFICE BOX 435 INSPECTION DATE: 04/09/10 SARATOGA SPRINGS,NEW YORK 12866 OUR FILE NUMBER: 702.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.BRANDON MYERS AMBIENT WEATHER: 60's:CLOUDY PROJECT: STEWARTS SHOP#416:QUEENSBURY,NY. OUR FILE LOCATION: 109330 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:A.T.M.PAD DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 4587/ 777592 YARDAGE DELIVERED/SUBTOTAL: 8.50/ 8.50 TIME CONC. BATCHED/ARRIVED: 1.30/ 1.46 TIME PLACEMENT BEGAN/ENDED: 1.56/ 2.23 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.88 SLUMP ON ARRIVAL (INCHES) 4.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 6.20 UNIT WEIGHT (PCF) (SPEC - ) 145.12 CONCRETE TEMP. (F) (SPEC 45 - 85) 64 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER: 109330- 109335 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA,LLC CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 04/12/10 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 109330 04/16/10 7 94,850 3360 COARSE AGGREGATE#2: LBS. 109331 04/16/10 7 97,100 3430 COARSE AGGREGATE#3: LBS. 109332 05/07/10 28 FINE AGGREGATE: LBS. 109333 05/07/10 28 ADMIXTURE#1: OZS. 109334 05/07/10 28 ADMIXTURE#2: OZS. 109335 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3:MR.D.HATIN,QBD 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY "�- - TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. to -r� � Dough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: V�/ Queensbury Building &Code Enforcement Arrive: am/pm Depart:kA ' am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 5N-fir T S PERMIT#: 07, LOCATION: ( ()0)- ST-;t7 f 2r INSPECT ON: o� TYPE OF STRUCTURE: Y N NIA 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 Insulation/Residential Check/Commercial Check Tyvqk 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/Np duct tape i COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 16,2006, revised January 7,2008 CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: STEWARTS ICE CREAM COMPANY,INC. REPORT NUMBER: 6 :PAGE#: 1 POST OFFICE BOX 435 INSPECTION DATE: 04/09/10 SARATOGA SPRINGS,NEW YORK 12866 OUR FILE NUMBER: 702.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.BRANDON MYERS AMBIENT WEATHER: 60's:CLOUDY PROJECT: STEWARTS SHOP#416:QUEENSBURY,NY. OUR FILE LOCATION: 109330 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:A.T.M.PAD DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 4587/777592 YARDAGE DELIVERED/SUBTOTAL: 8.50/ 8.50 TIME CONC. BATCHED/ARRIVED: 1.30/ 1.46 TIME PLACEMENT BEGAN/ENDED: 1.56/ 2.23 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.88 SLUMP ON ARRIVAL (INCHES) 4.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 6.20 UNIT WEIGHT (PCF) (SPEC - ) 145.12 CONCRETE TEMP. (F) (SPEC 45 - 85) 64 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER: 109330- 109335 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA,LLC CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 04/12/10 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 109330 04/16/10 7 94,850 3360 COARSE AGGREGATE#2: LBS. 109331 04/16/10 7 97,100 3430 COARSE AGGREGATE#3: LBS. 109332 05/07/10 28 127,650 4520 FINE AGGREGATE: LBS. 109333 05/07/10 28 124,700 4410 ADMIXTURE#1: OZS. 109334 05/07/10 28 125,250 4430 ADMIXTURE#2: OZS. 109335 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3:MR.D.HATIN,QBD 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. z - q r-- Rough Plumbing J Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: _ 1�1.1 0 Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:/) NAME: PERMIT #: d t LOCATION: / G G a s)7o j of-v L) INSPECT ON: /fv TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 0 P.S.1 for 15 minutes suiation/Residential Check/Commercial Check IV 'Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated aces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: FL 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 Inspection request received: ``�//s//O Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12MM Inspector's Initials: NAME: '' ` S C C PERMIT LOCATION: a 5 A —F —. INSPECT ON: TYPE OF STRUCTURE: Framing Y N WA COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hanger: Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairweb 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 naas 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 4. ell e irestopping 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 LABuiiding&Codes Forms-=Suiiding&Codeslinspedion For nsTraming F estopping inspection ReporLdoc Rovised January 7,2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: ( 1 O Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 15 2 Cy-,,P N `C o PERMIT#: LOCATION: I Od S = INSPECT ON: ::777710 TYPE OF STRUCTURE: Y N NIA COMNICINTS_ tFraming Attic Access 27 x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers N Jack Posts/Main Beams Exterior sheeting nailed properly `t 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 we - Draft stopping 1,000 sq.ft.floor trusses Anchor Balls 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 i4 inch or SO inch Type X Garage side 5/8 inch Type X CeiiingMall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade L\Suilft&Codes Forms-OLD1WO&V&CodesUrspection Fort aTniming Restopping inspectim Report.doc Revised Jantwry 7,2006 i 12 Droms Rd. Ext. Scotia,NY 12302 Phone: (518) 399-6560 LAWRENCE H. RUTLAND, JR. Mobile: (518) 527-6383 Fax: (518)399-0327 <Pwfr E-mail lhrpe@nycap.rr.com April 15, 2010 Stewart's Ice Cream Shops P.O. Box 435 Saratoga Springs, NY 12866 Re: Queensbury site visit Lee Varney: The referenced site was visited on April 14, 2010 to review the framing of the buildir g including the bank rental portion. The framing was complete with the exception of the canopy over the drive though po - tion of the bank and the ATM structure. It was anticipated that the missing framing would b completed by the end of the week. The canopy framing will be review by pictures to bet n during installation. Ice and water shield was being placed on the roof eaves in preparation for the installa- tion of the roofing. No further framing inspections are anticipated. Sint ud . ST 40- / d Framing / Firestop in Inspection Report P g Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ rt: - am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: " ' PERMIT#: LOCATION: ' INSPECT ON: TYPE OF STRUCTURE: Y N N/A Framing COMMENTS: s 22"x 3W minimum Jack Studs I Headers Bracing/Bridging V 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 Wails Metal Strapping for Notches Top Plate 1 'h w 16 gauge 8 16D nails each sick 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 ho Firestopping L Penetration sea1CCU 16 inch insulation in cavity min. Garage Fire Separation House side'A inch or 518 inch Type X Garage side 518 inch Type X Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LABuIlding&codes Fomis-WOuiift&codesUrapecOon FomwW suing Fk*dDppkV Inspection Repott.doc Revised January 7,20M Rough Plumbing 1 Insulation Ins Ction Report 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: 5� NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: ___... Y j N/A Rou h Plumbing/ ail Plates Plumbing V ents in Place 1 inch minimum Drain Size !A 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 hi hest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.i for 15 minutes Insulation/Residential Check/Commercial Check T ek or Similar Exterior Sealant I VIA 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 propedy I No duct tape f t COMMENTS: Rough Plumbing Insulation Report,revised Nov 17 2003, revised February 15,2005, revised January 7,2008 � Framing / Firestoppingl Inr di eport Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/ Depart: I am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials, C� 0 NAME: A C PERMIT LOCATION: i INSPECT ON: TYPE OF STRUCTURE: Framing Y N NIA 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 % w 16 gauge 8 16D naNs each sine Draft stopping 1,000 sq. ft. floor trusses ft. or less on center I 1z V ..� ice and water stleld 24 inches from wall 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min.-- Garage Fire Separation House side's inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forma-01-MBUKM9&CodesMsspedion Form Tramint F94810PPing Inspection Re poitdoc Revised January 7,2005 CONSTRUCTION TECHNOLOGY '0c\ INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: STEWARTS ICE CREAM COMPANY,INC. REPORT NUMBER: 6 :PAGE#: 1 POST OFFICE BOX 435 INSPECTION DATE: 04/09/10 SARATOGA SPRINGS,NEW YORK 12866 OUR FILE NUMBER: 702.004 FIELD INSPECTOR: BOB BEHAN ATTN: MR.BRANDON MYERS PROJECT:STEWART SHOP#415:QUEENSBURY,NEW YORK SOIL COMPACTION VERIFICATION REPORT::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 11637 11.5 114.1 SAND,fine;little Silt/Clay;trace fine Gravel ONSITE MATERIALS 11650 12.3 111.7 SAND fine;trace Silt/Clay;trace fine Gravel ELLSWORTH EXCAVATION 11688 8.1 140.5 GRAVEL,fine;and fine/medium Sand;trace Sift/Clay BORROW:SANDY GRAVEL FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: SLAB ON GRADE SUBGRADE ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF SLAB SUBGRADE COMPACTION TEST METHOD ASTM D-2922 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS: 95.0% TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY PCF COMPACT 1 11688 FINISH GRADE SLAB ON GRADE:ATM PAD 5.5 % 135.3 96.3% REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SU TTED, 1:FILE 1.D-1556=SAND CONE METHOD OF TEST ZANAGERTECHNICAL CHN LOGY 2:MR.D.HATIN,QBD 2.D-2922=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR 4: 4. FG =FINISH GRADE 5: 5 ICET) 6: 6 SERVICES k- 12- Foundation Inspection Report Office No.(518)761-8256 Date Ins9n uest received: Queensbury Building&Code Enforcement Arrive: (J t am/*n Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto 's als:-J NAME: _ PERMIT##: _ LOCATION: J INSPECT ON: TYPE OF STRUCTURE: Commenb Y N N/A Footings Piers Monolith Slab / Reinforce ace The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&Codes\Inspec Lion Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM CONSTRUCTION TECHNOLOGY - 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: STEWARTS ICE CREAM COMPANY,INC. REPORT NUMBER: 5 :PAGE#: 1 POST OFFICE BOX 435 INSPECTION DATE: 04/05/10 SARATOGA SPRINGS,NEW YORK 12866 OUR FILE NUMBER: 702.004 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.BRANDON MYERS AMBIENT WEATHER: 50's:CLOUDY PROJECT: STEWARTS SHOP#415:QUEENSBURY,NY. OUR FILE LOCATION: 109265 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : PIERS:SOUTH CANOPY DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 4587/777521 YARDAGE DELIVERED/SUBTOTAL: 2.00/ 2.00 TIME CONC. BATCHED/ARRIVED: 10.501 11.06 TIME PLACEMENT BEGAN/ENDED: 11.30/ 11.45 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.92 SLUMP ON ARRIVAL (INCHES) 4.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.75 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.80 UNIT WEIGHT (PCF) (SPEC - ) 141.66 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 63 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER: 109265- 109270 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA,LLC CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 04/06/10 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 109265 04/12/10 7 71,350 2520 COARSE AGGREGATE#2:- LBS. 109266 04/12/10 7 74,700 2640 COARSE AGGREGATE#3: LBS. 109267 06/03/10 28 FINE AGGREGATE: LBS. 109268 05/03/10 28 ADMIXTURE#1: OZS. 109269 05/03/10 28 ADMIXTURE#2: OZS. 109270 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3:MR.D.HATIN,QBD 7: 4: 8: RESPECTFULL U ITTI CONSTRU C LOGY TO LIN,S.E.T. (NICE NAGER TECHNICAL SVCS. /P-4� AC "7 . I Foundation Inspection Report Office No.(518)761-8256 Fv tion r sest received: Queensbury Building&Code Enforcement e: . 3(Yn/p� Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 ec s aft NAME: C�- S PERMIT#: LOCATION: /na' k4 INSPECT ON: TYPE OF STRUCTURE: Coatmenb Y N NA Piers ono ithic 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 purNse 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 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ m Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 inspector's Initials: Yv� NAME: sinjo-r-1 i PERMIT#: �. LOCATION: k1n. INSPECT ON: TYPE OF STRUCTURE: r Comm n Y N NA Footings iers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil-polyfor 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. U\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: STEWARTS ICE CREAM COMPANY,INC. REPORT NUMBER: 3 :PAGE#: 1 POST OFFICE BOX 435 INSPECTION DATE: 04/02/10 SARATOGA SPRINGS,NEW YORK 12866 OUR FILE NUMBER: 702.004 INSPECTOR&TEST SET: PETE DUNHAM #9 ATT'N: MR.BRANDON MYERS AMBIENT WEATHER: 50's:CLEAR PROJECT: STEWARTS SHOP#415:QUEENSBURY,NY. OUR FILE LOCATION: 109223 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:SITE SPECIFIC LOCATION MAP ON FILE PLACEMENT LOCATION OF LOAD# 2 : SLAB ON GRADE:SITE SPECIFIC LOCATION MAP ON FILE PLACEMENT LOCATION OF LOAD# 3 : SLAB ON GRADE:SITE SPECIFIC LOCATION MAP ON FILE DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 4562/777486 4588 / 777487 4584 /777488 YARDAGE DELIVERED/SUBTOTAL: 10.50/ 10.50 10.50 / 21.00 10.50 / 31.50 TIME CONC. BATCHED/ARRIVED: 6.07/ 6.34 6.34 / 7.00 6.51 / 7.19 TIME PLACEMENT BEGAN/ENDED: 6.411 7.04 7.09 / 7.38 7.40 / 8.12 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.95 1.07 1.35 SLUMP ON ARRIVAL (INCHES) 4.50 5.00 4.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 5.00) 4.50 5.00 4.75 ENTRAINED AIR (%VOL) (SPEC: - 3.00) 2.00 UNIT WEIGHT (PCF) (SPEC - ) 149.20 CONCRETE TEMP. (F) (SPEC 45 - 85 j 67 68 70 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER: 109223- 109228 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA,LLC CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 04/05/10 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 109223 04/09/10 7 79,150 2800 COARSE AGGREGATE#2: LBS. 109224 04/09/10 7 77,050 2730 COARSE AGGREGATE#3: LBS. 109225 04/30/10 28 FINE AGGREGATE: LBS. 109226 04/30/10 28 ADMIXTURE#1: OZS. 109227 04/30/10 28 ADMIXTURE#2: OZS. 109228 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3:MR.D.HATIN,QBD 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY 1 1 TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: STEWARTS ICE CREAM COMPANY,INC. REPORT NUMBER: 3 :PAGE* 2 POST OFFICE BOX 435 INSPECTION DATE: 04/02/10 SARATOGA SPRINGS,NEW YORK 12866 OUR FILE NUMBER: 702.004 INSPECTOR&TEST SET: PETE DUNHAM #9 ATT'N: MR.BRANDON MYERS AMBIENT WEATHER: 50'S:CLEAR PROJECT: STEWARTS SHOP#416:QUEENSBURY,NY. OUR FILE LOCATION: 109229 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4 : SLAB ON GRADE:SITE SPECIFIC LOCATION MAP ON FILE PLACEMENT LOCATION OF LOAD# 5 : SLAB ON GRADE:SITE SPECIFIC LOCATION MAP ON FILE PLACEMENT LOCATION OF LOAD# 6 : SLAB ON GRADE:SITE SPECIFIC LOCATION MAP ON FILE DELIVERED LOAD NUMBER: 4 5 6 TRUCK NUMBER/TICKET NUMBER: 4555/777489 4562 / 777490 4588 / 777491 YARDAGE DELIVERED/SUBTOTAL: 10.50/ 42.00 10.00 / 52.00 10.50 / 62.50 TIME CONC. BATCHED/ARRIVED: 7.15/ T42 T40 / 8.12 8.21 / 8.49 TIME PLACEMENT BEGAN/ENDED: 8.15/ 8.41 8.43 / 9.09 9.11 / 9.44 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.43 1.48 1.38 SLUMP ON ARRIVAL (INCHES) 4.50 4.75 5.00 WATER ADDED ONSITE(GALLONS). WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 5.00) 4.50 4.75 5.00 ENTRAINED AIR (%VOL) (SPEC: 3.00} 2.10 UNIT WEIGHT (PCF) (SPEC - ) 148.69 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 68 70 71 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER: 109229 - 109234 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA,LLC CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 04/05/10 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 109229 04/09/10 7 75,400 2670 COARSE AGGREGATE#2: LBS. 109230 04/09/10 7 78,650 2780 COARSE AGGREGATE#3: LBS. 109231 04/30/10 28 FINE AGGREGATE: LBS. 109232 04/30/10 28 ADMIXTURE#1: OZS. 109233 04/30/10 28 ADMIXTURE#2: OZS. 109234 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3:MR.D.HATIN,QBD 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: STEWARTS ICE CREAM COMPANY,INC. REPORT NUMBER: 4 :PAGE#: 1 POST OFFICE BOX 435 INSPECTION DATE: 04/02/10 SARATOGA SPRINGS,NEW YORK 12866 OUR FILE NUMBER: 702.004 INSPECTOR&TEST SET: PETE DUNHAM #9 ATT'N: MR.BRANDON MYERS AMBIENT WEATHER: 70's:CLEAR PROJECT: STEWARTS SHOP#415:QUEENSBURY,NY. OUR FILE LOCATION: 109235 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:RECEIVING;PIERS:FRONT ENTRY;FOOTING:DRIVE-THRU CANOPY DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 4585/777507 YARDAGE DELIVERED/SUBTOTAL: 4.00/ 4.00 TIME CONC. BATCHED/ARRIVED: 3.15/ 3.30 TIME PLACEMENT BEGAN/ENDED: 3.35/ 4.00 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.75 SLUMP ON ARRIVAL (INCHES) 2.75 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 2.75 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 4.90 UNIT WEIGHT (PCF) (SPEC - ) 145.63 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 74 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER: 109235- 109240 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA,LLC CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 04/05/10 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 109235 04/09/10 7 90,250 3190 COARSE AGGREGATE#2: LBS. 109236 04/09/10 7 93,700 3310 COARSE AGGREGATE#3: LBS. 109237 04/30/10 28 FINE AGGREGATE: LBS. 109238 04/30/10 28 ADMIXTURE#1: OZS. 109239 04/30/10 28 ADMIXTURE#2: OZS. 109240 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3:MR.D.HATIN,QBD 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. I CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: STEWARTS ICE CREAM COMPANY,INC. REPORT NUMBER: 5 :PAGE#: 1 POST OFFICE BOX 435 INSPECTION DATE: 04/02/10 SARATOGA SPRINGS,NEW YORK 12866 OUR FILE NUMBER: 702.004 FIELD INSPECTOR: PETE DUNHAM ATT'N: MR.BRANDON MYERS PROJECT:STEWART SHOP#415:QUEENSBURY,NEW YORK SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 11637 11.5 114A SAND,fine;little SRICla ;trace fine Gravel ONSITE MATERIALS 11650 12.3 111.7 SAND,fine;trace SiltlCla ;trace fine Gravel ELLSWORTH EXCAVATION FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOOTING SUBGRADE ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF SLAB SUBGRADE COMPACTION TEST METHOD ASTM D-2922 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS: 95.0 % TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY PCF COMPACT 1 11637 F.G. -4.50' ENTRANCE CANOPY:NW FOOTING SUBGRADE 6.1 % 108.5 95.1 % 2 11637 F.G. -4.50' ENTRANCE CANOPY:SW FOOTING SUBGRADE 5.8 % 109.2 95.7% 3 11637 F.G. -5.50' BANK DRIVE-THRU:NW PIER FOOTING 6.0 % 109.7 96.1 % 4 11637 F.G. -5.50' BANK DRIVE-THRU:SW PIER FOOTING 6.7 % 108.6 95.2% 5 11637 F.G. -5.50' BANK DRIVE-THRU:NE PIER FOOTING 5.7 % 109.5 96.0% 6 11637 F.G. -5.50' BANK DRIVE-THRU:SE PIER FOOTING 5.6 % 110.2 96.6 % REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2:MR.D.HATIN,QBD 2.D-2922=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR 4: 4. FG =FINISH GRADE 5: 5 TOM JOSLIN,S.E.T.(NiCET) 6: g MANAGER TECHNICAL SERVICES Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUC ® Co m n Y N N/A Footings Piers MonolitIQic Slab Reinforcement in Place The contractor is responsible for VL7 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 po!y 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\Buiiding&Codesunspection Fo+ms\Foouundatlon 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: pm 742 Bay Rd.,Queensbury,NY 12804 inspector's Initials: r f NAME: PERMIT#: O l " (4:�) V �- LOCATION: INSPECT ON: TYPE OF STRUCTURE- Commenb Y N NA Footings Piers Monolithi Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulatio I!!nrio Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Fors\BuUding&Codes\Inspectlon Forms\Foundatlon Inspection R+eport.doc Last printed 12/20/2005 9:24:00 AM CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S., INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax: (518)399-1913 CLIENT: STEWARTS ICE CREAM COMPANY,INC. REPORT NUMBER: 4 :PAGE#: 1 POST OFFICE BOX 435 INSPECTION DATE: 03/31/10 SARATOGA SPRINGS,NEW YORK 12866 OUR FILE NUMBER: 702.004 FIELD INSPECTOR: BOB BEHAN ATT'N: MR.BRANDON MYERS PROJECT:STEWART SHOP#415:QUEENSBURY,NEW YORK SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 11637 11.5 114.1 SAND,fine;little Silt/Clay;trace fine Gravel ONSITE MATERIALS 11650 12.3 111.7 SAND fine;trace Silt/Clay;trace fine Gravel ELLSWORTH EXCAVATION FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: SLAB ON GRADE SUBGRADE ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF SLAB SUBGRADE COMPACTION TEST METHOD ASTM D-2922 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS: 95.0 % TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY PCF COMPACT 1 11650 FINISH GRADE NW BUILDING CORNER:5'S x 5'E 8.1 % 109.6 98.1 % 2 11650 FINISH GRADE NW BUILDING CORNER:5'S x 20'E 7.6 % 111.2 99.6 % 3 11660 FINISH GRADE NE BUILDING CORNER:5'S x 5'W 8.3 % 110.3 98.7 % 4 11650 FINISH GRADE NE BUILDING CORNER:30'S x 5'E 7.2 % 112.1 100.0 % 5 11650 FINISH GRADE NE BUILDING CORNER:30'S x 20'E 7.5% 110.7 99.1 % 6 11650 FINISH GRADE NW BUILDING CORNER:30-S x 5'E 5.8 % 109.9 98.4% 7 11650 FINISH GRADE SW BUILDING CORNER:5'N x FE 6.9 % 111.8 100.0 % 8 11650 FINISH GRADE SW BUILDING CORNER:5'N x 20'E 7.1 % 110.8 99.2 % 9 11650 FINISH GRADE SE BUILDING CORNER:5'N x 5'W 7.2 % 111.5 99.8 % REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY MITTED, 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTR C TECHNOLOGY 2:MR.D.HATIN,QBD 2.D-2922=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR 4: 4. FG =FINISH GRADE 5: 5. OM JOSLIN,S.E.T.(NICET) 6: 6. MANAGER TECHNICAL SERVICES F ENGINEERING, PLLC Civil Engineering . Structural Design . Structural Inspection April 1, 2010 Town of Queensbury Building Department 742 Bay Road Queensbury, NY 12804 Re: Queensbury Stewart's Shop#415 1002 Rt. 9 Queensbury, NY To whom it may concern: This letter is to inform the Town of Queensbury that RK Engineering, PLLC performed a structural inspection of the Stewart's shop #415 canopy structural steel (columns, purlins, main beam). Drawings used for reference were by TFC Canopy, Garrett, IN dated Feb 23, 2010 (Job#698395) and certified by Kevin Dillman, PE. The steel was erected on 3/30/10 and 3/31/10. The steel erection was in conformance with the design drawings. See attached pictures of erected steel structure. Should you need any further information, please do not hesitate to contact Mr. Riper. RK Engineering,PLLC is not the design engineer of the structure and shall not be held liable for design deficiencies. Sincerely, RK Engineering, PLLC Ryan K. Riper, PE (o)518-581-3893 (c)518-817-0099 Cc:File Stewart's 225 Ruggles Road Saratoga Springs,New York 12866 .._: Page 1 of 2 a i Stewart's N.Queensbury#415 t Canopy March, 2010 Page 2 of 2 0000 g E . IN - x 2- _ Zr #6" Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart--_ pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: OL AZ) —) ��� NAME: <1 PERMIT#: / LOCATION: INSPECT ON: TYPE OF STRU Coulmou Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 miI areas under slab B l Appro g Under Slab PVC/ ast/Co r' oundation Insulation Interior/Exterior Rough Grade 6 inch drop within 10 ft. L:\Building&Codes forms\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 Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart. �prn742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 1 NAME: SApzj Ct .� PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Co meub YOr N A Footings 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. lc- 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. U\Building&Codes Forms\Building&Codesunspection Forms\Foundatlon Inspectbon Repottdoc 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:� `_( � aam/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: l/ LOCATION: p. INSPECT ON: TYPE OF STRUCTURE: M CommeM Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation 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 Foundation Innsulatio erior/Exterior Rough Grade 6 inch drop within 10 ft. U\Building&Codes Forms\Building&Codesunspecdon FormsWaundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: STEWARTS ICE CREAM COMPANY,INC. REPORT NUMBER: 3 :PAGE#: 1 POST OFFICE BOX 435 INSPECTION DATE: 03/25/10 SARATOGA SPRINGS,NEW YORK 12866 OUR FILE NUMBER: 702.004 FIELD INSPECTOR: PETE DUNHAM ATT'N: MR.BRANDON MYERS PROJECT:STEWART SHOP#415:QUEENSBURY,NEW YORK SOIL COMPACTION VERIFICATION REPORT :% INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 11637 11.5 114A SAND,fine;little Silt/Clay;trace fine Gravel ONSITE MATERIALS FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOOTING SUBGRADE:CANOPY PIER ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF FOOTING SUBGRADE COMPACTION TEST METHOD ASTM D-2922 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS: 95.0 % TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY PCF COMPACT 1 11637 FINISH GRADE C/1 9.0 % 109.6 96.1 % 2 11637 FINISH GRADE C/2 8.7 % 108.4 95.0% 3 11637 FINISH GRADE C/3 8.1 % 108.7 95.3 % 4 11637 FINISH GRADE C/4 9.3 % 110.0 96.4% 5 11637 FINISH GRADE C/5 9.6 % 109.1 95.6% 6 11637 FINISH GRADE C/6 8.9 % 108.9 96.4% 7 11637 FINISH GRADE C/7 8.8 % 109.7 96.1 % 8 11637 FINISH GRADE C/8 9.3 % 109.5 96.0 % REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY B ITTED, 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRU CHNOLOGY 2:MR.D.HATIN,QBD 2.D-2922=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR 4: 4. FG =FINISH GRADE 5: 5. TOM JOSLIN,S.E.T.(NICET) 6: 6. MANAGER TECHNICAL SERVICES 2- -Z/ Foundation Inspection Repo Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pin Depart:'Agam/pm 742 Bay Rd.,Queensbury,NY 12804 inspector's Initials: � _ �5� r ' NAME: PERMIT#: / LOCATION: 0 e INSPECT ON: TYPE OF STRUCTURE: Co menta Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement o te. Materials for tht on site. Foundation/Wallpour �r��A �--_ Reinforce �- 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 p2ly for wet areas under slab Backfill Approval t f Plumbing Under Slab PVC 1 cast/copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&Codes\inspectlon Forms\Foundatlon Inspecdon Report.doc Last printed 12/20/2005 9:24:00 AM r-5z+ve-e;� -'- Foundation Inspection Report ,( v>s,h► e TO l Office No.(518)761-8256 Date InsRection reques ived: Queensbury Building&Code Enforcement Arrive: %® art: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: T C e C 2-a"ERMIT#: 071611 LOCATION: -DA'_ 1 INSPECT ON: 2 Z TYPE OF STRUCTURE: Commenta Y N NA Footings Piers Monolithic Slab Reinforcement in Place -�! The contractor is responsible for providing protection from freezi g for 48 hours following the placem �� ��-'•-�, of the concrete. %V _ Materials for this se on site. Foundation/Wallpour `��� Reinforcement in Place A ��-- - 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 Backfiill 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 request received: Queensbury Building 8c Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: r o 5 PERMIT#: l LOCATION: I CrO INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers �-- Monolithic SlabV��� �- �t� Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. �� Foundation/Wallpour Reinforcement in Place ---- Footing Dowels or Keyway in place ���'"' Foundation Dampproofing ' Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width < 6 inches above footing 6 mil poly for wet areas under slab �- Backfill Approval e "� 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 Fonm\Foundation Inspectiion Report.doc Last printed 12/20/2005 9:24:00 AM CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: STEWARTS ICE CREAM COMPANY,INC. REPORT NUMBER: 2 PAGE* 1 POST OFFICE BOX 435 INSPECTION DATE: 03/23/10 SARATOGA SPRINGS,NEW YORK 12866 OUR FILE NUMBER: 702.004 INSPECTOR&TEST SET: PETE DUNHAM #9 ATT'N: MR.BRANDON MYERS AMBIENT WEATHER: 40's:CLOUDY PROJECT: STEWARTS SHOP#415:QUEENSBURY,NY. OUR FILE LOCATION: 108982 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOUNDATION WALL:WEST WALL;SOUTH WALL,WEST HALF PLACEMENT LOCATION OF LOAD# 2 : FOUNDATION WALL:NORTH WALL;EAST WALL,NORTH THIRD PLACEMENT LOCATION OF LOAD# 3 : FOUNDATION WALL:EAST WALL,SOUTH TWO THIRDS;SOUTH WALL,EAST HALF DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 4589/ 777379 4567 / 777380 4573 / 777381 YARDAGE DELIVERED/SUBTOTAL: 10.50/ 10.50 10.50 / 21.00 10.00 / 31.00 TIME CONC. BATCHED/ARRIVED: 2.24/ 2.42 2.35 / 2.50 3.15 / 3.21 TIME PLACEMENT BEGAN/ENDED: 2.46/ 3.20 2.55 / 3.40 3.47 / 4.10 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.93 1.08 0.92 SLUMP ON ARRIVAL (INCHES) 4.75 5.00 4.50 WATER ADDED ONSITE(GALLONS), WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.75 5.00 4.50 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 7.00 UNIT WEIGHT (PCF) (SPEC - ) 143.09 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 66 67 66 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER; 108982- 108987 DISCREPANCIES&REMARKS: PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT&CLEANLINESS.FREE OF DEBRIS&STANDING WATER/ICE/SNOW. PLACEMENT AREA REINFORCEMENT: PROPERLY SIZED,LOCATED,SPACED,LAPPED&TIED.CLEANLINESS&COVER ACCEPTABLE. GENERAL CONSTRUCTION PRACTICES: CONCRETE PROPERLY CONSOLIDATED.NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS. PLACEMENT WEATHER PROTECTION: PROPER HOT OR COLD WEATHER CURING PROTECTION FOR AMBIENT CONDITIONS IS AVAILABLE ONSITE. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA,LLC CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 03/24/10 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 108982 03/30/10 7 83,850 2970 COARSE AGGREGATE#2: LBS. 108983 03/30/10 7 96,150 3400 COARSE AGGREGATE#3: LBS. 108984 04/20/10 28 FINE AGGREGATE: LBS. 108985 04/20/10 28 ADMIXTURE#1: OZS. 108986 04/20/10 28 ADMIXTURE#2: OZS. 108987 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3:MR.D.HATIN,QBD 7: 4: 8: RESPEC LLY SUBMITTED, ZCON TECHNOLOGY ' .E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: STEWARTS ICE CREAM COMPANY,INC. REPORT NUMBER: 1 :PAGE#: 1 POST OFFICE BOX 435 INSPECTION DATE: 03/22/10 SARATOGA SPRINGS,NEW YORK 12866 OUR FILE NUMBER: 702.004 INSPECTOR&TEST SET: PETE DUNHAM #9 ATT'N: MR.BRANDON MYERS AMBIENT WEATHER: 40's:RAIN PROJECT: STEWARTS SHOP#415:QUEENSBURY,NY. OUR FILE LOCATION: 108976 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOOTING:EAST WALL,SOUTH WALL PLACEMENT LOCATION OF LOAD# 2 : FOOTING:NORTH WALL,WEST WALL DELIVERED LOAD NUMBER: 1 2 TRUCK NUMBER/TICKET NUMBER: 4589/ 77370 4585 / 77371 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11.00 11.00 / 22.00 TIME CONC. BATCHED/ARRIVED: 2.11 / 2.28 2.40 / 2.53 TIME PLACEMENT BEGAN/ENDED: 2.36/ 3.14 2.58 1 3.30 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 1.05 0.83 SLUMP ON ARRIVAL (INCHES) 4.00 4.00 WATER ADDED ONSITE(GALLONS)'. WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.00 4.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 6.00 UNIT WEIGHT (PCF) (SPEC - ) 144.61 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 68 70 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER: 108976- 108981 DISCREPANCIES&REMARKS: PLACEMENT AREA FORMWORK: ACCEPTABLE FOR ALIGNMENT&CLEANLINESS.FREE OF DEBRIS&STANDING WATER/ICE/SNOW. PLACEMENT AREA REINFORCEMENT: PROPERLY SIZED,LOCATED,SPACED,LAPPED&TIED.CLEANLINESS&COVER ACCEPTABLE, GENERAL CONSTRUCTION PRACTICES: CONCRETE PROPERLY CONSOLIDATED.NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS. PLACEMENT WEATHER PROTECTION: PROPER HOT OR COLD WEATHER CURING PROTECTION FOR AMBIENT CONDITIONS IS AVAILABLE ONSITE. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA,LLC CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 03/23/10 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. ry COARSE AGGREGATE#1: LBS. 108976 03/29/10 7 108,500 3840 COARSE AGGREGATE#2: LBS. 108977 03/29/10 7 110,750 3920 COARSE AGGREGATE#3: LBS. 108978 04/19/10 28 133,550 4720 FINE AGGREGATE: LBS. 108979 04/19/10 28 135,200 4780 ADMIXTURE#1: OZS. 108980 04/19/10 28 136,950 4840 ADMIXTURE#2: OZS. 108981 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3:MR.D.HATIN,QBD 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CORRECTED REPORT CLIENT: STEWART'S ICE CREAM COMPANY,INC. REPORT DATE: 03/16/10 POST OFFICE BOX 435 SAMPLE NUMBER: 11650 SARATOGA SPRINGS,NEW YORK 12866 OUR FILE NUMBER: 702.004 LAB TECHNICIAN: BRYAN CASAW ATT'N: MR BRANDON MYERS PROJECT: STEWART SHOP#415:QUEENSBURY,NEW YORK REPORT OF MOISTURE/DENSITY RELATION OF SOILS ::: PROCTOR MATERIAL SOURCE: BORROW;ELLSWORTH EXCAVATION MATERIAL DESCRIPTION: SAND,fine;trace Silt/Clay;trace fine Gravel PROCTOR METHOD: ASTM D-1557:MODIFIED EFFORT GRADATION METHOD: ASTM D-1140/D-422:WASHED ZERO AIR VOIDS CURVE: 2.40 SPECIFIC GRAVITY MAXIMUM DENSITY 111.7 PCF OPTIMUM MOISTURE 12.3% 117 GRADATION 116 SIEVE PERCENT SPECIFICATION SIZE PASSING ALLOWANCE 115 4" 3„ 114 2 1/2" to 2-1w 113 1 1/2" F, 0 112 3/4" 1/2" p 111 U. 3/8" 100.0 ti 1/4" 99.8 = 110 #4 99.7 V 1/8" w 109 #8 99.3 n. NEW N #10 z 108 #16 96.7 O #20 a. 107 #30 83.5 #40 63.3 106 #50 40.9 IN i #60 105 #80 #100 14.1 104 #140 8 9 10 11 12 13 14 15 16 #200 8.4 MOISTURE CONTENT:::PERCENT DRY WEIGHT REPORT DISTRIBUTION: ]7GAL NOTES: ;CONST pectfully, 1; N TECHNOLOGY 2: 3: 4: M JOSLIN,S.E.T.,(AIICET) 5: MANAGER TECHNICAL SERVICES Mar 23 10 08:29a TOM JOSLIN 518-399-1913 p.2 CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION, P.D.&T.S., INC. 4 William Street, Ballston Lake,New York 12019 Phone:(5 I8) 399-1848 Fax:(5I8)399-1913 CLIENT: STEWART'S ICE CREAM COMPANY,INC. REPORT NUMBER: 1 :PAGE A 1 POST OFFICE BOX 435 INSPECTION DATE: 03/16/10 SARATOGA SPRINGS,NEW YORK 12866 OUR FILE NUMBER: 702.004 FIELD INSPECTOR: PETE DUNHAM ATT'N: MR. BRANDON MYERS PROJECT:STEWART SHOP#415:QUEENSBURY,NEW YQRK SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 11637 11.5 114A SAND fne•lifffe Silt/Clay;trace fine Gravel ONSITE MATERIALS FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: BUILDING PAD SUBGRADE ELEVATION REFERENCE: F.G. = FINISH GRADE=TOP OF BUILDING PAD SUBGRADE COMPACTION TEST METHOD ASTM D-2922 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS: 95.0 TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. HEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY PCF COMPACT 1 11637 F.G -1.09 SOUTHWEST BUILDING CORNER 25N 6.1 % 114.0 99.9 % 2 11637 F.G.-1.00' SOUTHWEST BUILDING CORNER 75N 6.3% 10&9 95.4 % 3 11637 F.G.-2.00' SOUTHWEST BUILDING CORNER 120-N 6.9% 1D9.2 95.7 % 4 11837 F.G.-4.50' SOUTHWEST BUILDING CORNER 170'N 7.9 % 108.9 95A% 5 11637 F.G.-1.50' SOUTHWEST BUILDING CORNER 125'Nx45E 9.3 % 108.8 95.4% 6 11637 FINISH GRADE SOUTHWEST BUILDING CORNER 50'N x40'E 7.2 % 111.7 97.9 % 7 11837 F.G.-2.03' SOUTHWEST BUILDING CORNER 50'N x 35'W 7.1 % 109.6 96.1 % 8 11637 F.G.-1 00, SOUTHWEST BUILDING CORNER 12SN x FE 9.6 % 108.7 96.3 % 9 11637 F.G.-1.50' SOUTHWEST BUILDING CORNER 100'N 8.D % 109.4 96.9 '!o 10 11637 F.G.-1.00' SOUTHWEST BUILDING CORNER.120'N x 15'W 7.4 % 110.0 96.4 % REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE 1. D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2:MR,D.HATIN,QBD 2. D-2922=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR 4: 4. FG =FINISH GRADE a-k� 5: 5. TOM JOSLIN,S.E.T. (NICET) 6: E. MANAGER TECHNICAL SERVICES Mar 23 10 08:29a TOM JOSLIN 518-399-1913 p.3 CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION, P.D.&T.S,, INC. 4 William Street;Ballston Lake,New York 12019 Phone_(518)399-1848 Fax; (518)399-1913 CLIENT_ STEWARTS ICE CREAM COMPANY,INC. REPORT NUMBER: 1 :PAGE#. 2 POST OFFICE BOX 435 INSPECTION DATE: 03/16110 SARATOGA SPRINGS,NEW YORK 12866 OUR FILE NUMBER: 702.004 FIELD INSPECTOR: PETE DUNHAM ATT'N: MR BRANDON MYERS PROJECT:STEWART SHOP 9415:QUEENSBURY,NEW YORK SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE PAAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 11637 11.5 114.1 SAND fine•little Slit/Clay;trace fine Gravel ONSITE MATERIALS 4 FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: BUILDING PAD SUBGRADE ELEVATION REFERENCE. F.G.=FINISH GRADE=TOP OF BUILDING PAD SUBGRADE COMPACTION TEST METHOD ASTM D-2922 CO-ORDINATE REFERENCE: PER LOCA71ON COMPACTION REQUIREMENTS: 95.0 % TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCA71ON OF TEST CONTENT DENSIITY PCF COMPACT 11 11637 F.G.-3.00' SOUTHWEST BUILDING CORNER, 150'N x 10'W 7.6 % 109.6 96.1 % 12 11637 F.G.-4.00' SOUTHWEST BUILDING CORNER 160'N x 15W 8.0 '% 112.1 99.2% 13 11637 F.G.-3.00, SOUTHWEST BUILDING CORNER 1 SON x45'E 7.3 % 109.3 95.6 % 14 11837 F.G.-2.00' SOUTHWEST BUILDING CORNER 150'N x 50'E 6.9 % 108.7 95.3 % 15 11637 F.G.-2.00' SOUTHWEST BUILDING CORNER 150'N 8.6 % 1 113.E 99.6 % 16 11637 F.G.-1.00' SOUTHWEST BUILDING CORNER 125'N x 25E 8.2 % 111.9 98.1 % 17 11637 FINISH GRADE SOUTHWEST BUILDING CORNER 10UN 8.7 % 113.5 9 9.5 18 11637 FINISH GRADE SOUTHWEST BUILDING CORNER 100'N x 50'E 8.0 % 110.0 96.4 % 19 11637 F.G.-1.50' SOUTHWEST BUILDING CORNER 165N x 10'W 7.7 % 109.6 96.1 % 20 11637 F.G.-1.00' SOUTHWEST BUILDING CORNER,50'N x 20'W 9.0 % 112.8 98.9 `fo REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1: FILE 1.D-1556=SAND CONE METHOD OF TEST CONST 11 TECHNOLOGY 2. MR.D_HATIN,OBD 2.D-2922=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR 4: 4_ FG =FINISH GRADE 5: 5_ TOM JOSLIN,S.E.T. (NICET) 6. 6. MANAGER TECHNICAL SERVICES Mar 23 10 08:29a TOM JOSLIN 518-399-1913 p.4 CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S., INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: STEWARTS ICE CREAM COMPANY, INC. REPORT NUMBER: 1 :PAGE* 3 POST OFFICE BOX 435 INSPECTION DATE: 03/16/10 SARATOGA SPRINGS,NEW YORK 12866 OUR FILE NUMBER: 702.004 FIELD INSPECTOR: PETE DUNHAM ATT'N: MR,BRANDON MYERS PROJECT:STEWART SHOP#415. QUEENSBURY,NEW YORK SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 11637 11.5 114.1 SAND fne little Siltr'Cla ;tace fine Gravel ONSITE MATERIALS FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: BUILDING PAD SUBGRADE ELEVATION REFERENCE: F.G. =FINISH GRADE=TOP OF BUILDING PAD SU13GRADE COMPACTION TEST METHOD ASTM D-2922 Ca-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS: 95.0% TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY PCF COMPACT 21 11637 F.G.-1.00' SOUTHWEST BUILDING CORNER 150'N 7.9% 109.1 95.6 % 22 11637 F.G.-1.00' SOUTHWEST BUILDING CORNER 150'N x WE 6.7% 113A 99.4 % 23 11637 F.G.-1.00' SOUTHWEST BUILDING CORNER 150'N x 50 W 6.7% 111.8 98.0 % 24 11637 F.G.-1.00' SOUTHWEST BUILDING CORNER 100'N x 50'W 6.8 % 109.7 96.1 0/0 25 11637 F.G.-1.00' SOUTHWEST BUILDING CORNER 150'N x 50'W 7.1 % 110.3 96.7% I REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2:MR.D.HAT1N,QED 2_D-2922=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR 4: 4. FG =FINISH GRADE t�4 5: 5. TOM JOSLIN,S.E-T.(NICET) 6: 6. MANAGER TECHNICAL SERVICES r 23 10 08:29a TOM JOSLIN 518-399-1913 P•u CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.& T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone: (519)399-1848 Fax:(518)399-1913 CLIENT: STEWART'S ICE CREAM COMPANY, INC. REPORT NUMBER: 2 :PAGE#: 1 POST OFFICE BOX 435 INSPECTION DATE: 03/19/10 SARATOGA SPRINGS, NEW YORK 12866 OUR FILE NUMBER: 702.004 FIELD INSPECTOR: DAVID CASAW ATT'N: MR.BRANDON MYERS PROJECT:STEWART SHOP 4415: QUEENSBURY,NEW YORK SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 11637 1'.5 114.1 SAND fine little SiltlCla ;trace fine Gravel ONSITE MATERIALS FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOOTING SUBGRADE ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF FOOTING SUBGRADE COMPACTION TEST METHOD ASTM D-2922 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS: 95.0 % TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY PCF COMPACT 1 11637 FINISH GRADE NORTHWEST BUILDING CORNER 4.2 % 109.7 96.1 % 2 11637 FINISH GRADE WEST WALL CENTER 3.9 % 109.4 95.9 3 11637 FINISH GRADE SOUTHWEST BUILDING CORNER 5.1 % 109.2 95.7 % 4 11637 FINISH GRADE SOUTH WALL CENTER 5.2 % 110.2 96.6 5 11537 FINISH GRADE SOUTHEAST BUILDING CORNER 5.0 % 111.E 96.0 % 6 11637 FINISH GRADE EAST WALL CENTER 5.2% 109.2 95.7 7 11637 FINISH GRADE NORTHEAST BUILDING CORNER L.7 % 111.E 98.0 % 8 11637 FINISH GRADE NORTH WALL CENTER 4.4 % 109.5 96.0 % REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE 1. D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2.MR.D. HATIN,QBD 2. D-2922=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR 4: 4. FG =FINISH GRADE 5: 5 TOM JOSLIN,S.E.T.(NICET) 6: 6 MANAGER TECHNICAL SERVICES � 4 FIRE MARSHAL'S OFFICE Town of Queensbury 742 Bay Roan, Queensbury, NY 12804 " Home of Natural Beauty — A Good Place to Line " PLAN REVIEW Stewart's 2009-611 2/18/2010 I have reviewed the revised submitted drawings for the above project, and offer the following comments. 1) Fire extinguisher locations to be discussed. 2) All provisions of Fire Code of NYS Chapter 14 & Building Code of NYS Chapter 33 shall be adhered to during construction. CI *Deut� ire a Gary K. Stillman 742 Bay Road Queensbury NY 12804 518 761 8205 garys@queensbury.net Fire Marshal 's Office • Phone: 518-761-8206 - Fat: 518-745-4437 firemarslttzl@gzteettsbtztnl.ttet - www.queensbar1.xet FIRE MARSHAL'S OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804 " Horne of Natural Beauty ... A Good Place to Live " PLAN REVIEW Stewart's 2009-611 12/24/2009 I have reviewed the submitted drawings for the above project, and offer the following comments. 1) Add Emergency lighting outside all exit doors. 2) Truss ID signage will be required. 3) Fire extinguisher locations to be discussed. 4) Knox Box location to be discussed, 5) All provisions of NYS Fire Code Chapter 14 & NYS Building Code Chapter 33 shall be adhered to AaringconstrwAoiL arc r �.l Gary K. Stillman 742 Bay Road Queensbury NY 12804 518 761 8205 garys@q ensb y net Fi r e M a r s h a l 's Off i c e • P h on e: 518-761-8206 • F a.r: 518-745-4437 f i,enuu-slial@gfeeiisbui-iil.net • mznw.clueensburi iiet rr_y TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 518-761-8201 January 6, 2010 Lee Varney .577—;30 Stewarts Shops Corp. P.O. Box 435 Saratoga Springs, NY 12866 Dear Lee: This Department has reviewed the submittals for the Stewarts located on Route 9 in the Town of Queensbury. The following is a list of items which still need to be addressed on the plans before a building permit can be issued. 1>1' s a part of the ComCheck energy evaluation of the building, there were no chanical evaluations submitted for this project. r e need a submittal of all structural calculations for wi snow, d seismic Iculations. mi o us ocu pec io , structural inspections. e se add a no oors will have lever handles or ADA type hardware. Please submit wall elevations and blow ups of the handicap bathrooms to ssure that it will meet the ANSI Standard 2003 version. will need a detail to show that draft stopping will continue into the roof overhangs at the demise wall. The detail on the foundation insulation does not meet the Energy Code. lease contact us for more details. There are no exterior emergency lights shown at any exit doors. The Code quires that all exit doors have emergency lights on the exterior. will need fresh air calculations for the HVAC system to show that there is the proper amount of fresh air for occupant use added to the spaces when the HVAC system is operational, based on the New York State Mechanical Code. Once the above items have been addressed, I believe we will be able to issue a building permit. "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 If you have any questions, I can be reached at 761-8253. Thank you for your attention in this matter. Sincerely, TOWN OF QUIEENSBURY David Hatin, Director Building and Code Enforcement DH/mg r ENGINEERING, PLLC . Civil t=,ngineering . strua"'d Design Wuclural Inspection March 22,2010 n , Town of Queensbury nD? Building Deparnnent r s 742 Bay Road MAR Queensbury,NY 12804 :- ~ Re: Queensbury Stewart's Shop#415 1002 Rt. 9 Queensbury,NY To whom it may concern: This letter is in reference to a recent field revision at the above noted site. The fallowing drawing section is a revised detail #3 "Vest Wall Section" depicting the footing to wall rebar configuration as it was installed on 3/22/10 at shop#415 1002 Rt. 9 Queensbury,IVY. This rebar configuration is acceptable in the orientation that it was installed. Should you need any further information, please do not hesitate to contact Mr. Riper. Sincerely, RK Engineering, PLLC of N;E¢l, K. CO Ryan K. Riper,PE (o)518-581 3893 (0518-817-0099 Cc:File Stewart's 225Ruggles Road � Saratoga Springs,New York-12866 '7ie8. 31.39 I of 2 5/o,' MENTEP ST"V 150APP ( ) WM-aJVS t� r2# ffl-r PAPER �- ARCHff G ( 1. SHN".E5 (HARVAV SLATE cOL";K) I 5 OF m AW WATU %OW R-�� FI(�ER£�A55 RJ5l1.ATfON V12e E79bE l n n n n n-.n n n n n n 0" EXfd_ SEA�+E.E� 6(}fTER - OFONZE IN 60-OR Ix� �t3 t�A FASG 5/4" PUZRfiro 5/4 HEW, 2'-d' Of" PRAVE IN COLOR 2'-0' o.c. 5/$" TYPE 'r OYP" WN1$OAW GONrIjar5 \-",FRV"4r f.LIPS TO M JNSTA J-M ON TRL66 PER C-XE Wm S"T R Zf KP WT PAGED IYI G-tA55 INSLLATION PRO-PAID 2 tv TA- S5MWO GRAY GGIOR 2"x 6RPS 2-d' O.C. I/2" ORIEWM STRA13JJ WARP 5/6- TYPE Y 6YP WAL WAW 3 V' „ FFE f�itd6 A' A� YE PLMR 2"x6," WOIJD Y�l'�'GK�iF> TO �1�'E WALL SHH-vole (6EF— FL_OOR PLAN FOR L 06ATM4,) - (/2" VIA A 4aM POLTS D" o.c. fN 6Ot3R`TE WALL FrxO" PRE E TPEAT P PLATE SLL SEAL �4 0•0 o po. 4" CfiirF E 61� ' W/ FIB W511 Ymor-c�a T-If'OP 15� 0' ?ORar, FILL S" GAT-IN--PLATE. a's Z PIER Nai-ATION (EXrFJ-VW POLYST)'RE ) _ F�7,WATIONWX 5 #4 FEW AT A' 04. WFT) #4 Rew (s-rr ) W/ #4 RUWAR #4 PAR AT 4" OL. t.. 3 MN. GLEARAWE, TYP. �j t ,fir 2.Z }$O%L1 /&L 3 � � E6T M ERKEngin:eerinS,PILC A-9ngs,NYRoa]CRZAOSES . A-4in ','V1'1? 6fi PACy,L. �". oaF Z • i a Variance Revised June 2009 5"Site veto ment Data Are ype Existing sq.ft. Proposed Total sq.ft. Additions .ft. A. Building footprint B. Detached Garverhard _ C. Accessory Str — D. Paved, gravelrfaced area ` 5�q U� Ja7�3,7 7 � -7 7 E. Porches / Decks F. Other G. Total Non-Permeable [Add A-F] ` 5�� �Sa,�rJ� 17 Ll�,��7 7 H. Parcel Area [43,560 sq. ft. /acre] 53� 37 rp� 39`3� /_� J 3g I. Percentage of Impermeable Area of Site [I=G/H] ( �-7 �% l� 3 .9 �/0 1. l.`]� Setback Requirements Area Required Existing Proposed Front [1] Front [2] _ Shoreline — Side Yard [1] 20 12- Lj Side Yard [2] _ 12z, Rear Yard [1] 2- 5 Rear Yard [2] — Travel Corridor + _ 410 Height [max] �D - 5/2 i/ Permeability �C)D/b �� No. of parking spaces 3 I j Town of Queensbury-Zoni e- 2 B �101t 8-761-8238 2 c M COMcheck Software Version 3.7.0 Envelope Compliance Certificate 2007 New York Energy Conservation Construction Code Section 1: Project Information r 1t CON Project Type: New Construction Project Title: North Queensbury Stewart's Shop-415 Construction Site: Owner/Agent: Designer/Contractor: 1002 State Route 9 Marcus Andrews L.H.Rutland Jr.PE Queensbury,NY 12804 Stewart's Shops Corp. 12 Droms Road Ext P.O.Box 435 Scotia,NY 12302 Saratoga Springs,NY 12866 518-399-6560 518-581-1201 x4240 marcusa@stewartsshops.com Section 2: General Information Building Location(for weather data): Warren,New YorkF7T0W__NQUE1_ Climate Zone: 15 �(/ Heating Degree Days(base 65 degrees F): 7635 �lCooling Degree Days(base 65 degrees F): 366Vertical Glazing/Wall Area Pct.: 16% 0�0Activity Tvpe(s) Floor Area 7Retail Sales,Wholesale Showroom 2968 ��--- Bank/FinancialInstitution 1961 NSBURY 8,CODES Section 3: Requirements Checklist Envelope PASSES: Design ..- Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor(a) Roof 1:All-Wood Joist/Rafter/Truss 6324 38.0 0.0 0.028 0.051 Exterior Wall 1:Wood Frame,Any Spacing 2505 21.0 0.0 0.062 0.074 Window 1:Metal Frame with Thermal Break:Double Pane,Tinted, 257 --- --- 0.590 0.520 SHGC 0.66 Door 1:Glass(>50%glazing),Tinted,SHGC 0.66 144 --- --- 0.590 0.520 Floor 1:Slab-On-Grade:Unheated,Vertical 4 ft. 292 --- 10.0 --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. 2. Windows,doors,and skylights certified as meeting leakage requirements. I] 3. Component R-values&U-factors labeled as certified. Li 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Cj 5. Fireplaces installed with tight fitting non-combustible fireplace doors. Lj 6. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers. Lj 7. Cargo doors and loading dock doors are weather sealed. Lj 8. Recessed lighting fixtures are:(i)Type IC rated and sealed or gasketed;or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Project Title: North Queensbury Stewart's Shop-415 Report date:02/11/10 �_• to rr.0_A Drnior4c 9nnQ\Mnntrav\Nnrth Oueensburv.cck Page 1 of 9 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.7.0 and to comply with the mandatory requirements in the Requirements Checklist. When a Re essional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professio or specifications are in complia h t is C Na a i •C ign ur, D e 5 ` • a 37063 YT&IS Project Title: North Queensbury Stewart's Shop-415 Report date:02/11/10 r•11 . 4 or,i -+-9nna\MnntravWnrth Queensburv.cck Page 2 of 9 COMcheck Software Version 3.7.0 Interior Lighting and Power Compliance Certificate 2007 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title : North Queensbury Stewart's Shop-415 Construction Site: Owner/Agent: Designer/Contractor: 1002 State Route 9 Marcus Andrews L.H.Rutland Jr.PE Queensbury,NY 12804 Stewart's Shops Corp. 12 Droms Road Ext P.O.Box 435 Scotia,NY 12302 Saratoga Springs,NY 12866 518-399-6560 518-581-1201 x4240 marcusa@stewartsshops.com Section 2: General Information Building Use Description by: Activity Type Activity Type(s) Floor Area Retail Sales,Wholesale Showroom 2968 Bank/Financial Institution 1961 Section 3: Requirements Checklist Interior Lighting: 1. Total proposed watts must be less than or equal to total allowed wafts. Allowed Watts Proposed Watts Complies 7987 7500 YES Ll 2. Exit signs 5 Watts or less per sign. Exterior Lighting: Lj 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting. Controls, Switching, and Wiring: Lj 4. Independent controls for each space(switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. l] 5. Master switch at entry to hotel/motel guest room. 6. Individual dwelling units separately metered. ❑ 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storeroom,restroom,public lobby or guest room; Areas that use less than 0.6 Watts/sq.ft. O 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Project Title: North Queensbury Stewart's Shop-415 v � �V T� Report date:02/11/10 rn,+n file n.,,o• r`•u ar,rt Prniactc 9on9\Mnntrav\North Queensburv.cck Page 3 of 9 Exceptions: Areas with only one luminaire,corridors,storerooms,restrooms,or public lobbies. Li 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. FI 10.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. 11.Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed ighting system has been designed to meet the 2007 New York Energy Conservation Construction Code requirements in COMcheck V n 3.7.0 and to comply with the mandatory requirements in the Requirements Checklist. Name-Title SigWtuW Qfate Project Title: North Queensbury Stewart's Shop-415 Report date: 02/11/10 r, ,fi-nn— c•u a rf PrniPefc 9nn9lMontravkNorth Queensbury.cck Page 4 of 9 COMcheck Software Version 3.7.0 Interior Lighting Application Worksheet 2007 New York Energy Conservation Construction Code Section 1: Allowed Lighting Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (M) Watts/ft2 (B x C) Retail Sales,Wholesale Showroom 2968 1.7 5046 Bank/FinancialInstitution 1961 1.5 2942 Total Allowed Watts= 7987 Section 2: Proposed Lighting Power Calculation A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Retail Sales,Wholesale Showroom(2968 sq.ft.) Linear Fluorescent 1:48"T8 32W/Electronic 3 39 95 3705 Linear Fluorescent 3:48"T8 32W/Electronic 2 16 65 1040 Bank/Financial Institution(1961 sq.ft.) Linear Fluorescent 2:48"T8 32W/Electronic 3 29 95 2755 Total Proposed Watts= 7500 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Wafts is greater than or equal to zero,the building complies. Total Allowed Watts= 7987 Total Proposed Watts= 7500 Project Compliance= 487 Interior Lighting PASSES:Design 6%better than code. Project Title: North Queensbury Stewart's Shop-415 Report date:02/11/10 r,-.-rio "„o• r•u—A Prniarfc 9nnQ1Mnntrav\North Queensburv.cck Page 5 of 9 .. COMcheck Software Version 3.7.0 eN(l Mechanical Compliance Certificate 2007 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: North Queensbury Stewart's Shop-415 Construction Site: Owner/Agent: Designer/Contractor: 1002 State Route 9 Marcus Andrews L.H.Rutland Jr.PE Queensbury,NY 12804 Stewart's Shops Corp. 12 Droms Road Ext P.O.Box 435 Scotia,NY 12302 Saratoga Springs,NY 12866 518-399-6560 518-581-1201 x4240 marcusa@stewartsshops.com Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Section 3: Mechanical Systems List Quantity System Type&Description 1 HVAC System 1:Heating:Duct Furnace,Gas,Capacity 88000 kBtu/h,Efficiency:82.00%Ec/Cooling:Rooftop Package Unit,Capacity 88000 kBtu/h,Efficiency:12.50 EER,Evaporatively Cooled Condenser/Single Zone 1 HVAC System 2:Heating:Duct Furnace,Gas,Capacity 88000 kBtu/h,Efficiency:82.00%Ec/Cooling:Rooftop Package Unit,Capacity 88000 kBtu/h,Efficiency:12.50 EER,Evaporatively Cooled Condenser/Single Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : Ll 1. Equipment minimum efficiency:Duct Furnace(Gas):80.0%Ec Lj 2. Equipment minimum efficiency:Rooftop Package Unit: 10.8 EER(10.1 IPLV) Ll 3. Discharge dampers prohibited with fan motors>25 hp 4. Integrated air economizer required Requirements Specific To: HVAC System 2 : I] 1. Equipment minimum efficiency:Duct Furnace(Gas):80.0%Ec Lj 2. Equipment minimum efficiency:Rooftop Package Unit: 10.8 EER(10.1 IPLV) Lj 3. Discharge dampers prohibited with fan motors>25 hp Lj 4. Integrated air economizer required Generic Requirements: Must be met by all systems to which the requirement is applicable: LJ 1. Load calculations per ASHRAE Fundamentals 2. Plant equipment and system capacity no greater than needed to meet loads - Exception:Standby equipment automatically off when primary system is operating - Exception:Multiple units controlled to sequence operation as a function of load 3. Minimum one temperature control device per system (] 4. Minimum one humidity control device per installed humidification/dehumidification system Project Title: North Queensbury Stewart's Shop-415 _ Report date: 02/11/10 I Al-4 a D..,i-f.9nngXnMntrav\Nnrth Oueensburv.cck Page 6 of 9 Li 5. Automatic Controls:Setback to 55 degrees F(heat)and 85 degrees F(cool);7-day clock,2-hour occupant override, 10-hour backup - Exception:Continuously operating zones - Exception:2 kW demand or less,submit calculations 6. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfm 0 7. Outside-air source for ventilation;system capable of reducing OSA to required minimum 8. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly - Exception:Ducts located within equipment - Exception:Ducts with interior and exterior temperature difference not exceeding 15 degrees F. Li 9. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181 B tapes and mastics - Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification Li 10.Mechanical fasteners and sealants used to connect ducts and air distribution equipment Lj 11.Operation and maintenance manual provided to building owner Lj 12.Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State LI 13.Thermostatic controls have 5 degrees F deadband Exception:Thermostats requiring manual changeover between heating and cooling Exception:Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. Li 14.Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements in COMche Version 3.7.0 and to comply with the mandatory requirements in the Requirements Checklist. Name-Title ign to Project Title:: North Queensbury Stewart's Shop-415 � Report date:02/11/10 r, r f-Al4 Prnicrfe 9nnQWnntrav\North Queensbury.cck Page 7 of 9 COMcheck Software Version 3.7.0 Mechanical Requirements Description 2007 New York Energy Conservation Construction Code The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 1. The specified heating and/or cooling equipment is covered by the 2007 New York Energy Conservation Construction Code and must meet the following minimum efficiency:Duct Furnace(Gas):80.0%Ec 2. The specified heating and/or cooling equipment is covered by 2007 New York Energy Conservation Construction Code and must meet the following minimum efficiency:Rooftop Package Unit:10.8 EER(10.1 IPLV) 3. Fans with motors>25 hp may not be equipped with discharge dampers. 4. An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected project location.An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. Requirements Specific To: HVAC System 2 : 1. The specified heating and/or cooling equipment is covered by the 2007 New York Energy Conservation Construction Code and must meet the following minimum efficiency:Duct Furnace(Gas):80.0%Ec 2. The specified heating and/or cooling equipment is covered by 2007 New York Energy Conservation Construction Code and must meet the following minimum efficiency:Rooftop Package Unit:10.8 EER(10.1 IPLV) 3. Fans with motors>25 hp may not be equipped with discharge dampers. 4, An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected project location.An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads.A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. - Exception:The equipment and/or system capacity maybe greater than calculated loads for standby purposes.Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. - Exception:Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a)capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during cooling,b)capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedules,c)have an accessible 2-hour occupant override,d)have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. Exception:A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 6. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 7. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 8. Air ducts must be insulated to the following levels:a)Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics,crawl spaces, unheated basements,and unheated garages.b)Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c)When ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. - Exception:Duct insulation is not required on ducts located within equipment. - Exception:Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. Project Title: North Queensbury Stewart's Shop-415 r_ Report date: 02/11/10 0•u—1 Prniartc 9nn9\Mnntrav\North Queensbury.cck Page 8 of 9 9. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181 B. - Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification. 10. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 11. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a)equipment capacity(input and output)and required maintenance actions b)equipment operation and maintenance manuals c)HVAC system control maintenance and calibration information,including wiring diagrams,schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming comments d)complete narrative of how each system is intended to operate. 12. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork,terminal devices,and supply air diffusers. 13. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F deadband(a range of temperature where no heating or cooling is provided). - Exception:Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. - Exception:Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. 14, Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems.All gravity outdoor air supply and exhaust hoods, vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. - Exception:Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade. - Exception:Ventilation systems serving unconditioned spaces. Project Title: North Queensbury Stewarfs Shop-415 Report date: 02/11/10 — • --- ^•%I.--A m f� )nnQ\RAnntrAv\North Queensburv.cck Page 9 of 9