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2010-245
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20100245 Date Issued: Friday, February 03, 2012 This is to certify that work requested to be done as shown by Permit Number P20100245 has been completed. Location: 313 QUAKER Rd Tax Map Number: 523400-296-020-0001-006-000-0000 Owner: FAMIGLIA BELLA, L.L.C. Applicant: FAMIGLIA BELLA, L.L.C. This structure may be occupied as a: Commercial Alteration By Order of Town Board Commercial /Industrial TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property °\ % "s (/ ,-f' s` r' owner of the responsibility for compliance with Site Plan,Variance, or - N` " t other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. 4 ��` - TOWN OF QUEENSBURY tr742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100245 Application Number. A20100245 Tax Map No: 523400-296-020-0001-006-000-0000 Permission is hereby granted to: FAMIGLIA BELLA, L.L.C. For property located at: 313 QUAKER Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: FAMIGLIA BELLA, L.L.C. PO BOX 4808 Commercial Alteration QUEENSBURY, NY 12804-0000 Commercial/Industrial $1,100,000.00 Total Value $1,100,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2010-245 9100 sq ft commercial/industrial &2714 sq ft commercial alteration $1,690.68 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,June 04, 2011 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Quee . . before xp tion to .) Dated at the To of t3 1!. ry /ry14 ,June04,2010 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement OFFICE USE ONLY t` ," J TAX MAP NO. PERMIT NO.ZU/ ( 27 ) v� FEES: PERMIT ��7 '�6 RECREATION' " zoio ()i ENGINEERING I : (If applicable); ; ` <.Y ," " s , , 4 PRINCIPAL-STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: Roza ;n8, OWNER: M,ctiGel kik._ 16vils.. Sr. ADDRESS: I1g, PARK Rd Qu,t, oy.) ADDRESS: 31.3 QuG,k r Rte PHONE NOS. 793 -ag3tt PHONE NOS. 19 3 -3$fir CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: 441h Rooted PHONE: 793-a,G zil LOCATION OF PROPERTY: 313 Que.:key Rd Que.emA vY HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? 0 YES 0 NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR z 0 cc cc C 0 F- LU O 00 00 O 'L w o w -.I LL � LL w Q a = = = 0 LL U Z Q Q ,,,U- Ci N � OLLL. CD XwZ I- LL d2ez5 SINGLE FAMILY TWO-FAMILY — MULTI-FAMILY (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE X )( ai3z7 L/550 677/ a7'"6 rr RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER(/GE ,5 7411.5) iSgO '5 SCO 3:IL 61/ ( ?/A1 °A7 (7 0C) 9iN�w IF MMERCIAL ORI USTRIAL-NAME OF BUSINESS: DELLA G RO V P ESTIMATED CONSTRUCTION COST: 1.1 fl).j ion FUEL TYPE: NAI V R A L &113 B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? NO ARE THERE EASEMENTS ON PROPERTY? MO I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws-and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed *Ctol.,„ . O p Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) ,- Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: / BU y '' : CO; • A PPROVAL ZONING APPROVAL -t7 TATE DATE QUESTIONS? CALL 761-8256 OR EMAIL Office Use ON codesAqueensbury.net VISIT OUR WEBSITE FOR MORF IMPnoM ATV1.m • ommercial Final Int -« 'on Repo Office No.: (518)761-8256 Date Inspection • == =•: Queensbury Building &Code Enforcement Arrive: a , • , Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initia A�NAME: e/1� PERMI /i7f . LOCATION: - • • TE: - . Z-- 1 / I RA l/,�lt /�. ifir / COMMENTS: • 1 Y N NA Chimney/"B'Vent/Direct Vent Location 10 //9d;/(,// �jQr Plumbing Vent Through Roof 6'/Roof Complete ``''�� Exterior Finish/Grade Complete 6"in 10'or Equivalent ‘/ 7/Interior/Exterior Guardrails 42 in. Platform/Decks 5/ Interior/Exterior Banisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"I Treads 11" Vestibules For Exit doors>3000 sq.ft. MI Doors 36 in.wIL4ver 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 Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Mr Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '4 doors > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30'(h),Crawl Space Access 18'x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage i 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 Sjgnage Assembly�5pace / Final Electrical/Flex Gas Piping Bonded 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 4' Water Fountain or Cooler Building Access An Sides 20'wide (-2 Okay To Issue Tem .or Permanent CIO d Okay To Issue C/C L:1Building&Codes Forrns1Building&Codes Inspection FormshCommerciai Final Inspection Report.doc Revised January 7.2008 kkt, ,,,,it , Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. / V G- T _ , Town of Queensbury 742 Bay Road J 3-/( ✓t 4 Queensbury,NY 12804 Scheduled Inspection Date: Time: ' 1 Phone: (518) 761-8206 Business Name: Pe710,-- ,,,`....��- ` Fax: (518) 745-4437 Location: 3f 3 QUa A ' Ke , 4 i - Type of Inspection N/A Yes No peic04.4)e(e tv4c_ EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge -"" '1 Yta01 - i-i I'll --ivI,Sr AISLES: /"" ,��i �..L/,,� Main Aisle Width /-77 !�/I�N 2� 60/ 6--"8 Tc:6-1---: Secondary Aisle Width \ el--Pe"" f jam( � tec ,\) EXIT SIGNAGE Sign-normal � j�i1641/'V" ( f /,4t'L IFY I- EVAC signs in rooms oo s TRUSS ID SIGNAGE -r" ;C GI✓1 2 ' 'c EMERGENCY LIGHTING t. 4) v1�G �'""''i� ‘l / f ` &......... FIRE EXTINGUISHER: "l Hung ,, 'j Inspection of extinguisher ! � � 41/1 _ ‘(,) Fra) FIRE ALARM SYSTEM f h2 i; `"`�'G 1 Fan Shutdown ' 0- J Fire Sprinkler System (FDC) /0 `- Fire Suppression-kitchen .. ""��� //��,,,,,,� , 14-cn s '€ Fire Suppression-Gas Islan Yj✓�-L- iti a.5 74 Generator Ak 1a 9, +/Q-?"J'°�Hood Installation p.� Elevator kO 30) Interior Finishes 0 /2/ //1, - ( < Storage C• Compressed Gas G V Clearance to Sprinklers 7) y (v` Clearance Electrical Electric Wiring Enclolose � �ed/Labeled Lr ) ��f ` t Combustible Waste e !�/ -^ Vehicle Impact Protection "v L K$ Knox Box I /� F.D.Signage-Utility Rooms ,1, LAW, �f/ f )� 4,1No Smoking Signsll G- Maximum Occupancy Sig_n rr Emergency Evacuation Plan 1())-.-1r�if 44'i ii/I7/i Jr,/ ii) i v .r, 'et ivrci4Lj al' ,j�.iaa&a,” ❑ Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) a Denied / call for Recheck Inspected By: .. L:\FireMarshal\FM Forms Masters\permitto occupyform.doc Certificate of Inspection Foresight Electronic Monitoring Systems , Inc . 25 Connecticut Avenue, Queensbury, NY 12804 Name : ,Z2e-// //o Address : 3/J 2u, ,COI/7 City: 6)Gte._7(l.5-�C1 � State: // /2k0/ Fire Alarm Inspection Date : / 7//I DESCRIPTION: Inspection of Fire Alarm devices as designated below. Panel Model : -/k'' L/7E /1/5/d QTY Correct/Incorrect Battery :2- - City Connect Digital Communicator Door Release IT Smoke Hatch Release Elevator Recall 4/ 5. Fan Shutdown Pull Stations Smoke Detectors /j /3 Duct Smoke Detectors (� Rate of Rise Thermostats // y Fixed Temperature Thermostats �/ Audible/Visual devices j �J`�/`f Flow or pressure devices time delay Tamper Switches Other Carbon Monoxide Signature of Inspector: Comments : 52 Signature of Customer Rep: C (Ec,&e:V/,� Foresight Electronic Monitoring Systems, Inc. is duly licensed by the State of New York. NYS License number 12000076730 Pioneer Elevator Inspection Services Checklist for Inspection of Hydraulic Elevators General Notes (a)See ASME A17.2-2001 for detailed inspection information on each item number. (b)OK=meets requirements;NG=insert number to identify comment on back of this checklist,NA=not applicable. Li Routine Inspection and Test Address: D'ELLA Honda Quaker Road Periodic Inspection and Test Queensbury NY 12804 i Acceptance Inspection and Test Code Edition: ASME A17.1 -2000 ID No: Canton 17104T Inspected B A re am 9r. WI Passenger Rated Load: 2000 Signatur : Date: Jan 5 2011 i..? Freight Class Speed: 100 QEI No: E-280 Certifying Organization: EIWPF OK NG NA OK NG NA 1 ELEVATOR-INSIDE OF CAR 2.30 Hydraulic Power Unit 0 0 0 1.1 Door Reopening Device El 0 0 2.31 Relief Valves 0 1.2 Stop Switches 0 0 ❑ 2.32 Control Valve CI 0 1.3 Operating Control Devices ❑d (3 ❑ 2.33 Tanks El E3 0 1.4 Sills and Car Floor +✓❑ ❑ ❑ 2.34 Flexible Hydraulic Hose and Fitting 0 0 0 1.5 Car Lighting and Receptacles 0 0 0 Assemblies 1.6 Car Emergency Signal 0 El 0 2.35 Supply Line and Shutoff Valve El 0 1.7 Car Door or Gate 0 0 0 2.36 Hydraulic Cylinders ❑.� El o 1.8 Door Closing Force El 0 0 2.37 Pressure Switch 0 0 0 1.9 Power Closing of Doors or Gates ❑ 0 El 2.38 Roped Water Hydraulic Elevators 0 00 1.1 Power Opening of Doors or Gates ❑ 0 E l 3 ELEVATOR-TOP OF CAR 1.11 Car Vision Panels and Glass Car Doors ❑ 0 0 3.1 Top-of-Car Stop Switch 0 ❑ 0 1.12 Car Enclosure 0 ❑ 0 3.2 Car Top Light and Outlet 0 ❑ 0 1.13 Emergency Exit 0 0 0 3.3 Top-of-Car Operating Device 0 0 0 1.14 Ventilation El ❑ El 3.4 Top-of-Car Clearance and Refuge Space ,r❑ ❑ 1.15 Signs and Operating Device Symbols 0 ❑ 0 3.5 Normal Terminal Stopping Device 0 El 0 1.16 Rated Load, Platform Area, and Data Plate 0 0 ri 3.6 Final and Emergency Terminal Stopping ❑ 00 1.17 Standby Power Operation 0 0 0 Devices 1.18 Restricted Opening of Car or Hoistway Doors 0 0 3.7 Car Leveling and Anticreep Devices 0 0 3.8 Top Emergency Exit 0 0 0 1.19 Car Ride 0 0 0 3.9 Floor and Emergency Identification 0 0 LI Numbering 2 ELEVATOR-MACHINE ROOM 3.10 Hoistway Construction 0 0 0 2.1 Access to Machine Space 0 2.2 Headroom 0 0 0 3.11 Hoistway Smoke Control 0 0 2.3 Lighting and Receptacles 0 0 0 3.12 Pipes,Wiring, and Ducts 0 0 0 2.4 Machine Space 0 ❑ 0 3.13 Windows, Projections, Recesses, and 0 0 0 2.5 Housekeeping El 0 0 Setbacks 2.6 Ventilation 0 0 0 3.14 Hoistway Clearances 0 ❑ ❑ 2.7 Fire Extinguisher 0 0 0 3.15 Multiple Hoistways 0 0 ❑a 2.8 Pipes,Wiring, and Ducts 0 El rj 3.16 Traveling Cables and Junction Boxes 0 0 0 2.9 Guarding of Exposed Auxiliary Equipment 0 Li 0 3.17 Door and Gate Equipment 0 0 0 2.10 Numbering of Elevators, Machines,and 0 0 0 3.18 Car Frame and Stiles 0 0 0 Disconnect Switches 3.19 Guide Rails, Fastenings, and Equipment 0 0 ❑ 3.20 Governor Rope 0 ❑ 0 2.11 Disconnecting Means and Control 0 0 0 � 2.12 Controller Wiring, Fuses, Grounding,etc. 0 El El Continued on next page 2.13 Governor, Overspeed Switch, and Seal 0 0 +] 2.14 Code Data Plate 0 0 ❑ Page 1 Pioneer Elevator Inspection Services Checklist for Inspection of Hydraulic Elevators OK NG NA OK NG NA 3.21 Governor Releasing Carrier p�0 0 ® 5 ELEVATOR-PIT L 3.22 Wire Rope Fastening and Hitch Plate 0El 5.1 Pit Access, Lighting, Stop Switch, and g k 1 U 3.23 Suspension Rope 0 0 0 Condition 3.30 Speed Test 0 El E,a 5.2 Bottom Clearance, Runby,and Minimum 0 3.31 Slack Rope Device-Roped-Hydraulic Li EI El Refuge Space Elevators installed under A17.1b- 1989 and 5.4 Normal Terminal Stopping Devices 0 0 later Editions 5.5 Traveling Cables 0 0 0 3.32 Traveling Sheave-Roped-Hydraulic 0 0 RI 5.6 Governor-Rope Tension Device 0 0 El Elevators installed under A17.1b-1989 and 51 Car Frame and Platform l 0 0 later Editions 5.8 Car Safeties and Guiding Members-Including 0 0 El 3.33 Counterweight 0 0 g Roped-Hydraulic Elevators installed under A17.1b-1989 and later Editions 4 ELEVATOR-OUTSIDE HOISTWAY 5.11 Plunger and Cylinder L 0 0 4.1 Car Platform Guard 0 0 5.12 Car Buffer El� 00 4.2 Hoistway Doors El 0 0 5.13 Guiding Members 0 4.3 Vision Panels 0 0 El 5.14 Supply Piping RI 0 4.4 Hoistway Door Locking Device El 0 4.5 Access to Hoistway El 0 0 6 ELEVATOR-FIREFIGHTERS'SERVICE 4.6 Power Closing of Hoistway Doors 0 0 ID 6.1 Li A17.1 b-1973 through A17.1b-1980 0 0 0 4.7 Sequence Operation 0 0 El 6.2 0 A17.1 - 1981 through A17.1b- 1983 0 4.8 Hoistway Enclosure El 0 0 6.3 0 A17.1 - 1984 through A17.1 a-1988 0 Li 0 4.9 Elevator Parking Device 0 0 El and A17.3 4.10 Emergency Doors Blind Hoistways 0 0g` ID 6.4 A17.1b-1989 through A17.1 d -2000 0 4.12 Standby Power Selection Switch El 0 El Ttas G,etidest,A05007,may be obtained from the ASME Order Dept.,22 Law Drive,Box 2300,FakNeld,NJ 07007-2300 Comments: Violations r 1) Emergency Phone needs connected and tested i,1 t n t kit f111 1 2) Need Fire Extinguisher in Machine room ill i I tf 4\ 3) No flooring in elevator c�' tiitti , ;-t) Ili)., t M) 4)ALL EQUIPMENT NOT PER TAININ 3 TO THE ELEVATOR MUST BE REMOVED FROM THE MACHINE ROOM AREA. Page 2 Inspection Form Town of Queensbury Fire Marshal C)Periodic Inspection Date: /I/9h/ 742 Bay Road,Queensbury NY 12804 o ReInspection ��:2 518 761 8206/518 761 8205 �i CO Inspection Permit#: . cli • LL Fir Marshals Representative ii J Palmer Business Name: v Li9 nJe/fl Location: •3/ Q e t f2d2 i K Stillman Contact: Type of Inspection N/A Yes No EXITS: NOTES Exit Access FC 1014 Exit Enclosure FC 1020 Exit Discharge FC 1024 Sign Normal FC 1011 v/ Sign backup FC 1011.5.3 r/ ai.,g,0 42 ti ,17 Alel `A ‘C AISLES: Main Aisle Width FC 1024/1025 �/ Secondary Aisle Width FC 1025 'it( FIRE EXTINGUISHER: Hung FC 906 i/' _. Insp of extinguisher FC 906 EVAC SIGNS IN R ooms FC 404.6 I/' /702.7lXTs / 55- Xa S L TRUSS ID SIGNAGE FC 505.3 Y /15 dK accrI. EMERGENCY LIGHTING: Interior FC 1006 V �r ,(ll Exterior FC 1006 1/ /c�✓�am 5' e° ��; j� {e Clearance to Electrical FC 605.3 ✓ 11 fe:7 � Compressed Gas FC 3003 j/ Knox Box FC 506 V F.D.Signage- FC 510 1/ No Smoking Signs FC 310.3 l/' Storage FC 315 Electric Wiring Enclosed/Labeled FC 605.3.1 ;/ Vehicle Impact Protection FC 312.1 I/ Interior Finishes FC 803-804 c/ Smoke Detectors FC 907 i/ CO detectors FC 610 V' Clear•nce to Spr./Ceiling FC 315.2.1 / 18"/j !d , f,,� E or Storage FC 315.3 //� 7vta :i �G 4 Operating Permit Vacant Buildings FC 311 ' / *66l#dd �t2� v REINSPECTION DUE APPROXIMATELY 21 DAYS SYSTEMS: FC 901 Insp OK NC DATE: OK NC Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual Io X DATE: OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC Kitchen Suppression Semi Annual Fuel Island Suppression Semi Annual Hood Cleaning 3-6 Inspection Form Town of Queensbury Fire Marshal o Periodic Inspection Date: 9,1 pi ( (( 742 Bay Road,Queensbury NY 12804 o Reinspection ry 518 761 8206/518 761 8205 CO Inspection Permit#: l C?- 2 N FirJ arshals Representative --�MJ Palmer Business Name: DLZLO a-1 O O A Location: 3 i C-- -, �r 4 2 &aa n _ GKStillman Contact: --,")c4-tr f2a;7�- 111 Type of Inspection N/A Yes No �`�_ EXITS: / NOTES S Exit Access FC 1014 ,,,---- Exit Enclosure FC 1020 /ZExit - Sig DischargeNmalC 1024 11 /SignSign Normal FC 1011 CiL backup FC 1011.5.3 T------(4 . 0(9AISLES: Main Aisle Width FC 1024/1025 Secondary Aisle Width FC 1025 FIRE EXTINGUISHER: Hung FC 906 Insp of extinguisher FC 906 EVAC SIGNS IN R ooms FC 404.6 TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: �� ��'S 5 Interior FC 1006 Exterior FC 1006 Of— i—I.1 c1, ,c,,,\ S 1-I' Clearance to Electrical FC 605.3 Compressed Gas FC 3003 c� Knox Box FC 506 C4 S NCI\ 1'`Ulli 11.4- F.D.Signage- FC 510 No Smoking Signs FC 310.3 • Storage FC 315 Lc .- Qyrs bn, Electric Wiring Enclosed/Labeled FC 605.3.1 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 Smoke Detectors FC 907 CO detectors FC 610 Clearance to Spr./Ceiling FC 315.2.1 18"/24" Exterior Storage FC 315.3 Operating Permit Vacant Buildings FC 311 C S•(..\161•11.-N w. (�h, i.Y,, -'''')- X REINSPECTION DUE APPROXIMATEL] • 21 DAYS SYSTEMS: FC 901 Insp OK NC DATE: OK NC Date aA A./ti Generator Annual DATE: OK NC j i 1 Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE: OK NC HVAC Shutdown 7 Sprinkler System Annual �f„(�') Sprinkler FDC • 1 V` Kitchen Suppression Semi Annual �C ,Q`inJ`S°`'?t \� Fuel Island Suppression Semi Annual CMo�.P��-10 Hood Cleaning 3-6 l' C 0, � S7 7VS Commercial Anal In ' n 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: NAME: ,) fI/LL PERMIT#: / ^2 / S^ LOCATION: (?/3 i�i)aJ r l- DATE: 2 -//- f/ W1ilkfP � l C .0 C( /1-. COMMENTS: Y N NA Chimney/'B'Vent/Direct Vent Location d tE, m fat/ - Plumbing Vent Through Roof 6"/Roof Complete / Exterior Finish/Grade Complete 6'in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks , k ?c 6 Interior!Exterior Banisters 4 in. Spacing Platform/Decks / Stair Handrail 34 in.-38 in.I Step Risers T"I Treads 11" 2/�/h/ Vestibules For Exit doors>3000 sq.ft. MI Doors 36 in.wiLever Handles/Panic Hardware,if required III Exits At Grade Or Platform 36(w)x 44'(1)/Canopy or Equiv. - '�7dturetr Gas Valve Shut-off Exposed&Regulator(18')Above Grade �n �ed�� Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boil/Furnace Enclosure 1 hr.or Fire Extinguishing System i Fresh Mr Supply for Occupancy/Ventilation Combustion Av��/I 7644a Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 sq.ft ' Hour Corridor Doors&Closers Firewans/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame Attic Access 30'x 20'x 30"(h),Crawl Space Access 18'x 24' Smoke Vents Or Fan, if required Elevator Operation and Signage I Shaft Sealed Handicapped Bathroom Grab Bars/Sinks I Toilets Handicapped Bath/Parking Lot Signage 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/Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure I Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' Water Fountain or Cooler Building Access An Sides by 20'/Driveable Surface 20'wide Okay To Issue Temp. or Permanent CIO Okay To Issue C/C L:U3uilding&Codes Forms Bui$ding&CodesUnspection Fonns1Commercial Final Inspection Repoit.doc Revised January 7,2008 1r -- ( - (/} c to Commercial Final Inspectionj' epo / — -.,_ tt! Office No.: (518) 761-8256 Date Inspection req • `ed: j at / Queensbury Building&Code Enforcement Arrive: '.) a ' •f Depart: ,.tZ a r51/ 742 Bay Road,Queensbury,NY 12804 Inspector's Initia , , / / NAME:.,L I ; (`-f„'. ti hi PERMIT �(, LOCATION: _ 7i ; C.k.,la V--- L l2-15- DATE: II X COMMENTS: Y/ N NA Chimney/"B”Vent/Direct Vent Location v 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 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if requiredii Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. ✓/ Gas Valve Shut-off Exposed&Regulator(18")Above Grade ii Floor Bathroom Watertight/Other Floors Okay .f/ 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 Boilersf 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 sq. ft. is/ 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour,3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Hf Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot SignagePublic 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 N/' j Final Survey,New Structure/Flood Plain certification,if req. -1-7k A -Vc_- i : _As-built Septic System Layout Required or On File �' Building Number or Tenant Address on Building or Driveway �i M et,?-i-7 t A j;v", 4" Water Fountain or Cooler PQ°�' u5T Buildin Access All Sides by 20' /Driveable Surface 20'wide f _ Okay To Issue Temp. or Permanent C/O �``7'7 \ i, (��,c Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Commercial Final Inspection 'e• • ., - - Office No.: (518) 761-8256 Date Ins ctlon -�� � -Hoed: Queensbury Building &Code Enforcement Arrive: • `, 911 �• Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's In' - . , NAME: n'Et 1--dC to PERMIT t 0 —Z- LOCATION: �1 A 1��F� i� DATE: — - COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent through Roof 6"I Roof Complete Exterior Finish I Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Bafiisters 4 in. Spacing Platform 1 Decks Stair Handrail 34 in.-38 in./Step Risers 7"I 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)x44'(!)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System t E� �C� Fresh Air Supp'r for Occupancy/Ventilation Combustion P P f�� RL CI- Low Water Shut Off For Boilers L E V-Tec: Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area C-0`I`k 1- .\ � F Stockroom/Storage/Receiving/Shipping Room(2 hr.), 11,4 doors ND \ EE___ %> 10%> 1400 sq.ft. AV-vOEN � i Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed1`'t Pr �� Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible 1 ik►Jt)P i 1 Handicapped Service Counters,34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. Beyond(Both — J TEO GLvck510Fi $Active Listening System and Signage Assembly Space cRT�D b�R\ E►3C%i� R Final Electrical/Flex Gas Piping Bonded D CUab v.:1=1 1.11)D Ute. Site Plan/Variance requiredQ�F`R�t Final Survey, New Structure/Flood Plain certification,If req. v�L�� As-built Septic System Layout Required or On File �--� N I Building Number or Tenant Address on Building or Driveway 4' Water Fountain or Cooler Budding Access AA Sides by 20'I Driveable Surface 20'wide Cy/(/Z Okay To Issue Temp. or Permanent CIO Okay To Issue CIC L:\Building&Codes Forms\Building&Codes l nspection FormslCommercial Final Inspection Report.doc Revised January 7,2008 RUCINSKI HALL ARCHITECTURE ����� Ronald Richard Rucinski J Ethan Peter Hall c•PG 627 Maple Avenue Saratoga Springs NY 12866 p� Voice 518 580 1905 Fax 518 584 5012 Email ronrr@nycap.rr.com ephall@nycap.rr.com Special Inspection Report To: Town of Queensbury— Building Department From: Ethan Hall Date: 14 January 2011 Re: D'ella Honda—Office and Service bay addition We have been asked by Rozell Construction to provide documentation of our special inspections performed during the additions to the service and office project for D'ella Honda. At the above referenced project I have periodically been on site during construction to review the work as the project progressed. All work appears to be in conformance with the construction documents and revisions made and approved during construction have been completed and all work is acceptable to this office. If there are any questions please contact our office. Regards; an P: 1. Architect °`. Cc: Michael Della Bella—D'ella Honda John Rozell—Rozell Construction Y:\D'ella Honda\Paperwork\Special Inspection Report 14 Jan 2011.doc 1 I / $ (- -12 cia- _N Commercial Final Inspection R rt Office No.: (518)761-8256 Date Inspection ,-,- -- ,;-4., 41 Queensbury Building &Code Enforcement Arrive: Z.,01Dam/- 1 part: 7."". 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: Miff T • PERM #: 1- ) NAME: , l __ LOCATION: 134._ . .� . l e/-. c DA . 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 _ .SsCTF_�� A -f!\`-� Interior/Exterior Ballisters 4 in. Spacing Platform I Decks Stair Handrail 34 in.-38 in./Step Risers 7"I Treads 11" 'o cAvN 1, Vestibules For Exit doors>3000 sq ft. Ail Doors 36 in.w/Lever Handles/Panic Hardware,if required \ -' �E� Exits At Grade Or Platform 36(w)x44'(0/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade it- z- k-o %-rt tS Im ;t: Floor Bathroom Watertight/Other Floors Okay i Relief Valve,Heat Trap I Water Temp.110 Degrees Maximum /LawrJEg- Esc ct t) 1 r Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System aC Fresh Air Supply for Occupancy/Ventilation Combustion ;To t1/4 +i T RNV Low Water Shut Off For Boilers ./J Gas Furnace Shut Off Within 30 ft or W Within Line Of Site ,/ / — t wcTEer‘ LAII Oil Furnace Shut Off at Entrance to Furnace Area ,/ Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 doors I`<c T���7 '���"� 57_41/4‘,\< %> 10%> 1000 sq.ft. t $r 1 i o is T`oT� e- %Hour Corridor Doors&Closers n_ \?< Firewalls/Fire Separation, 2 Hour, 3 Hour Complete I Fire ' 4/ j Dampers/Fire Doors \w) yT <3" -‘ Q-E-.- Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame / Attic Access 30"x 20•x30'(h),Crawl Space Access 18"x 24" V- '-E3 VIrstR_- \/ Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed V t ��L7 4 w 1 Handicapped Bathroom Grab Bars/Sinks/Toiletsi /J f, g�ec��.� c:? Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both ji"---‘r 'F\R---F- 1J\.C� sides] J V7(7JV__1:7 Active Listening System and Signage Assembly Space , i I Final Electrical/Flex Gas Piping Bonded Site Plan I Variance required1 Final Survey, New Structure/Flood Plain certifications if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' Water Fountain or Cooler Building Access Al Sides by 20'/Driveable Surface 20'wide / ) Okay To Issue Temp.or Permanent CIO Okay To Issue C/C L:\Building&Codes Forms\Building&Codeselnspection FonnsliCornrnercial Final Inspection Report.doc Revised January 7,2008 i ',3 �rhT; , Inspection for Permit to Pccupy Fire Marshal's Office Request Recd Permit No. / 2 --- --4/-J Town of Queensbury l 742 Bay Road / 7-�/ rim g"�/b Queensbury,NY 12804 Scheduled Inspection Date: Phone: (518)761-8206 Business Name: (---7:4 i/• -.__ t Fax: (518) 745-4437 Location: 7/3 (A e, _,, Type of Inspection N/A Yes Noniz. 5 ,;. ),/.7 /„1f/�v 56 42z EXITS: I h� VYl ,;;sk. Exit Access rr Exit Enclosure COMMENTS Exit Discharge5.. AISLES: Main Aisle Width x1” (.)colt r 9 Secondary Aisle Width X EXIT SIGNAGE Sign-normal . ' /" klASS )1°- 7 `�E� Sign-battery lj J"" EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING X &A,vt shoe lw55c FIRE EXTINGUISHER: �[,� Hung Xi-e61)16,40Zitbi*Z- e-645 ei40'4 Inspection of extinguisher 51j s FIRE ALARM SYSTEMh�f!/ /L Q,f .42 - 51N Fan Shutdown AX � Fire Sprinkler System (FDC) X Fire Suppression-kitchen X Fire Suppression-Gas Islan J\' Generator x AlePtt - Elevator Installation t /' Elevator X � \d `'��`��-� Interior Finishes "r/4, 7"617I�ove lliiC _T01--.Ty• 5 Storage Compressed Gas , _..N. Clearance to Sprinklers Clearance to Electrical X Electric Wiring Enclosed/Labeled44., �'/Ac� � , l/�i Combustible Waste ,' Vehicle Impact Protection -17. 1.4 ., 1 `� '40 - r/IDX i3' Knox Box X i/ Gs F� G�'�, F.D.Signage-Utility Rooms7r X - j�� cd �: 4S �SdiSL S'� No Smoking Signs Maximum Occupancy Sign Emergency 1.3.57— ci EviOZ,J7�� Evacuation Plan x fid: &% - 4/51-6? ❑ Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occ ......2( Denied / call for Recheck Ins cted By 44:: :::::::3____ L:\FireMarshal\FM Forms Masters\permitto occupyform.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins. =coon Queensbury Building &Code Enforcement Arrive: ; Depart: VIZ 742 Bay Road, Queensbury, NY 12804 Inspector's In = •-.4 - NAME: �' Fes` G 0 PE #: LOCATION: 1 W ! . '1, : L\ _ \ fr 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.I Step Risers 7"I Treads 11" Vestibules For Exit doors>3000 sq. ft. M Doors 36 in.w&ever 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 Okay Relief Valve,Heat Trap I Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion fay Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site `SZ-)‘' Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '4 doors > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete!Fire t� Dampers/Fire Doors \ Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame Attic Access 30"x 20'x 30'(h),Crawl Space Access 18'x 24" Smoke Vents Or Fan, if required l _ Elevator Operation and Signage/Shaft SealedV 1J j� 0 Handicapped Bathroom Grab Bars/Sinks/Toilets L Handicapped Bath/Parking Lot Signage )T1 r t 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 I Flex Gas Piping Bonded 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 4' Water Fountain or Cooler Building Access AN Sides by 20'/Driveable Surface 20'wide OkayTo Issue Temp.or Permanent CIO OkaP ToIssue C/C 4110w-- L:\Building&Codes Forms\Building&Codesilnspection FonnslCommercial Final Inspection Report.doc Revised January 7,2008 Commercial Final Inspection Repor • ice No.: (518) 761-8256 ice Inspection request received: ueensbury Building &Code Enforcement Arrive: mil' am/pm Depart: am/pm 742 Bay R Queensbury, NY 12804 inspector's Initials: Qp- PERMIT#:NAME: %`-- 2C/O 1� S LOCATION: ,/ t.LX k.e. DATE:,pcj. !- 3- // COMMENTS: N NA Chimney/'B'Vent/Direct Vent Location Plumbing Vent Through Roof B'/Roof Complete Exterior Finish/Grade Complete 6'in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks r� -�h,a // ,,�iZ Interior!Exterior Banisters 4 in. Spacing Platform/Decks ✓ Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" ✓ Vestibules For Exit doors>3000 sq.ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required ✓ icf, s 1 J / `''E.5 Exits At Grade Or Platform 36(w)x 44'(i)/Canopy or Equiv. V Gas Valve Shut-off Exposed&Regulator(18")Above Grade 1/ Floor Bathroom Watertight/Other Floors Okay iz Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum v / 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/Shlpping Room(2 hr.), 1 %doors I/ > 10%> 1000 sq.ft. ' Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire f - 5 / '� ,<z c t 6'„1.'41 Dampers/Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood-Frame "" Z" - "01,7 Attic Access 30"x 280'x30'(h),CravA Space Access 18'x 24" Smoke Vents Or Fan, if required /'lam - ::-/-,,,s/' // /IL. cS,�`,'t Elevator Operation and Signage/Shaft Sealed r/ 1 Handicapped Bathroom Grab Bars I Sinks/Toilets • V / — J /1,4,,,Z _L . Handicapped Bath/Parking Lot Signage ✓ Public Toilet Room Handicapped Accessible / Handicapped Service Counters,34 in., Checkout 36" ✓ Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both / / // /� sides] ✓ - G.c 9 d l 1/u fi1t-/ / Active Listening System and Signage Assembly Space - �,�, �,�„„e,.L A 6 / L Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required '� / _ re----,,,,,/ r/,,r.>� RI- Final I- Final Survey, New Structure l Flood Plain certification,If req. ✓✓ ham, f%u As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' V - ie�/ ,c�.� �, �„ 4 (4,)/;Water Fountain or Cooler V /- 4 °" Building Access An Sides by 20'/Driveable Surface 20'wide / "' Okay To Issue Temp. or Permanent C/O � Okay To Issue VC /"ice / :4iL/ ,Ts-f'-ie-1 L:\Building&Codes Forms Building&CodesUnspection FormslCommenaal Final Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection , .� = : 4 Queensbury Building&Code Enforcement Arrive: is k .~ •-: IP' 7: 742 Bay Road, Queensbury, NY 12804 Inspector's In' NAME: . RMIT#: LOCATION: 71 3 ((„.f SPECT ON: IL--I /C TYPE OF STRUCTURE: DO Framing Y COMMENTS: 7."'7"7:•'•ss 22”x 30" minimum Jack studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"0.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing ► ► Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 16(w) 16 gage (8) 160 nava each side Draft stopping 1,000 sq. ft.floor busses 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 Hoge side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\BuIIding&Codes Fmrns-OLD Building&Codesllnspecthon Fann 1Fnming Fksstopping Inspection Rpoit.doc Revised January 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection = - � •: Queensbury Building &Code Enforcement Arrive: jfr �- •art:742ueensbu NY 12804 Ins s I � Bay Road, Queensbury, Pte'' NAME: N PERMIT#: LOCATION: -;7,3 6, y,-/re r INSPECT ON: /2 -/-A) TYPE OF STRUCTURE: Y N N/A Roug Plumbin /Nail Plates 1.,?sf, Plum /Vents in Place r ✓ 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Orr- Vent / O• 0 ft. above highest connection for 15 minutes - t re Test LZ W= = •ly Piping ✓ 0 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulations Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report-revised Nov 17 2003,revised February 15,2005, revised January 7,2008 Commercial Final Inspection Re• • Office No.: (518) 761-8256 Date Inspection =- t- •-ived: Queensbury Building&Code Enforcement Arrive: 7,--3/7) a :'' / Depart: • z,aPal- - 742 Bay Road, Queensbury, NY 12804 Inspector's Initial,. NAME: n t u K-='vi PERMIT \ L"'2 i LOCATION: 1 ?)roa KF R 1) DATE: COMMENTS: Y N I NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete st, Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior I Exterior Banisters 4 in. Spacing Platform I Decks Stair Handrail 34 in.—38 in./Step Risers 7"I Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 in.wlLever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x (1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18D Above Grade Floor Bathroom Watertight!Other Floors Okay Relief Valve,Heat Trap I Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Mr Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 Ys doors > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers Firewalls I Fire Separation,2 Hour, 3 Hour Complete!Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage I Shaft Sealed _Handicapped Bathroom Grab Bars I Sinks/Toilets Handicapped Bath/Parking Lot SignagerlN ti�`c v E Crit Q Public Toilet Room Handicapped Accessible C_ rL1 � C Handicapped Service Counters,34 in.,Checkout 36" .J Handicapped Ramp/Handrails Continuous/12 In.Beyond(Both sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded _ i �,h�� ,\ c Site Plan/Variance required Final Survey, New Structure/Flood Plain certification,If req. t..1) e.2 As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4" c'�\*=0- `D RL'14- Water Fountain or Cooler Building Access by 20'/Driveable Surface 20'wide Okay To 1 Permaneilllir Okay To Issue L:U3uilding&Codes Fonns\Building&CodesUnspection Fo mssCommerciaiReport.doc R- '._ •. January 7,2006 Framing / Firestopping Inspectio Rit*rt \—'-77 RI,k Office No. 1 7 1 = . :-�� , (5 8) 6 -8256 Date Inspection - ed: ,---- Queensbury Queensbury Building &Code Enforcement Arrive: 7'Iv •f e -part: =h G a 742 Bay Road, Queensbury, NY 12804 Inspector's ID -: 1al NAME: 'E LLtA --\4 i0 D RMIT#: 1© — Z� LOCATION: t (r,,!01 le s� �U I PECT ON: — Z2.---T 3 3 � _ l TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center jice and water shield 24 inches from wall Fire separation 1, 2, 3 hour n I ire wall 2, 3, 4 hour �-1 Firest n — L --`- �a� / Re- Firestopping 9 r�' � 1 Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Building&Codes Forms-OLD\Building&Codesllnspection Forms\Framing Firestopping Inspection Report doc Revised January 7,2008 /.' co ,„(( Inspection for Permit Ivo Occupy, Fire Marshal's Office Request Recd Permit No. /1(0,5 Town of Queensbury 742 Bay Road 11'lit 1(� Time: / Queensbury,NY 12804 Scheduled Inspection Date: Phone: (518) 761-8206 Business Name: /)E t'__ Fax: (518) 745-4437 Location: 3/ "'c ir, 'f=,f2.c, Type of Inspection N/A Yes No EXITS: Exit Access Exit Enclosure ,/ COMMENTS Exit Discharge is/ AISLES: Main Aisle Width V Secondary Aisle Width EXIT SIGNAGE • Sign-normal j/ Sign-battery EVAC signs in rooms TRUSS ID SIGNAGE 1.--- �' EMERGENCY LIGHTING .1/4 !/� 57-04‘)/2:444-1. FIRE EXTINGUISHER: /- 7 *°� I C` -27) Hung 1/ Inspection of extinguisher 1 - J,ti DL igf SLeA F/- tp 4t Z . 4 FIRE ALARM SYSTEM g-/— ► l Fan Shutdown IV Fire Sprinkler System (FDC) i/' Fire Suppression-kitchen )/' Fire Suppression-Gas Islan V Generator v Hood Installation tion ✓ Elevator 17 )(W? !vC�\ lz 2_ Interior Finishes Storage t../ GefsGarre Compressed Gas ✓ _ Clearance to Sprinklers 1/ Clearance to Electrical V Electric Wiring Enclosed/Labeled t/ Combustible Waste j./' Vehicle Impact Protection i/ �� Knox Box ----� F.D.Signage-Utility Rooms IV 'i - 14 �Gf 1� No Smoking Signs Maximum Occupancy Sign i/' �- - ` Emergency Evacuation Plan VSY1 l ' j Pf-/ti-S o Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) enied / call for Recheck Inspect, • ;y: 4 .....saast=10 1 L:\FireMarshal\FM Forms Masters\permitto occupyform.doc ! , Commercial Final Inspection Report Office No.: (518) 7614256 Date Ins 2�n - «,: =•: Queensbury Building&Code Enforcement Arrive: a tf, Depart: a 742 Bay Road, Queensbury, NY 12804 Inspector's initis _ikrX4. NAME: O'�LL� �o�J� \ PERMIT $ — LOCATION: 21193 I`k) O A DATE: INIMMeiGla ,Ea.)iC j5Du.1Z c,r to ?Act- 61-6t-AF COMMENTS: Y N NA Chimney/'B'Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete &LNR-toRigAl Exterior Finish/Grade Complete 6'in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior I Exterior Ballisters 4 in. Spacing Platform t Decks Stair Handrail 34 in.—38 in.I Step Risers 7"I Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 in.w/Lever Handles I Panic Hardware,if required F+ t4n St-1 ‘t3,5.--ret Exits At Grade Or Platform 36(w)x 44'(I)/Canopy or Equiv. �� Gas Valve Shut-off Exposed&Regulator(18")Above Grade ,� p D o R "C Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler I Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Mr Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 'h doors ] > > 100s .o. �/ '/.HourourCorridor D Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire p� Dampers!Fire Doors Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame Attic Access 30'x 20"x30"(h),Crawl Space Access 18'x 24" Smoke Vents Or Fan, if required LS " Elevator Operation and Signage/Shaft Sealed t HandicappedBathroom Grab Bars/Sinks I Toilets k�,) Handicapped Bath/Parking Lot Signage F_ � •sa,k 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/Flex Gas Piping Bonded ;ANou7Qbo tit _ 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 4' i I�� ES, a4J Fes: Water Fountain or Cooler t L-S,‘ Building Access i g by 20'1 Driveable Surface 20'wide Okay To I ennanent CIO Okay To Issue C L:U3uilding&Codes Fomrs Buiding&CodesUnspection FomvsliCommercial Final Inspection Report.doc Revised January 7,2008 RUCINSKI HALL ARCHITECTURE - �'`'�, Ronald Richard Rucinski eJ� Ethan Peter Hall �`�5�L 627 Maple Avenue 4.) C ' Saratoga Springs NY 12866 p" Voice 518 580 1905 Fax 518 584 5012 Email ronrr@nycap.rr.com ephall@nycap.rr.com Special Inspection Report To: Town of Queensbury—Building Department From: Ethan Hall Date: 18 November 2010 Re: D'ella Honda—Showroom renovations We have been asked by Rozell Construction to provide documentation of our special inspections performed during renovations to the showroom portion of the renovation project for D'ella Honda. At the above referenced project I have periodically been on site during construction to review the work as the project progressed. All work appears to be in conformance with the construction documents and revisions made and approved during construction have been completed and all work is acceptable to this office. If there are any guetions please contact our office. l.: `A , > Regards; , . c-,, of ,ifi Ethan P. 1 :- Architect ^ 7" 7,:r*..'',-.- -..'` Cc: Michael Della Bella—D'ella Honda John Rozell—Rozell Construction Y:\D'ella Honda\Paperwork1Special Inspection Report 18 Nov 2010.doc 1 Framing / Firestopping Inspection Report 1 ,/1/A. Office No. (518)761-8256 Date I • t. = , - =• Queensbury Building&Code Enforcement Arrive: '%z g, . 742 Bay Road, Queensbury, NY 12804 Inspector's In { NAME: F(a,n ‘ �c r 1(14 L L_C PERMIT#: i0 -2; S LOCATION: '5("`5 (tdAil 12 0 INSPECT ON: / / TYPE OF STRUCTURE: N 1416 COMMgNTS: Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) l6 gauge(8) l6D nails each aide 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 hourFire wall wall 2, 3, 4 hour irestopping ‘7/ V71?7' Fg—t+) Penetration sealed C.-‘307 16 inch insulation in cavity min. Garage Fire Separation — House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:Building&Codes Fortes-OLDBBuilding&CodesNMpeGbn FortossFreming Firestopping Inspection Rsnoi doc Revised January 7,2008 L=OU B Rough Plumbing I Insulation Inspection Report Office No. (518)761-8256 Date Inspection req14.-- N- •• Queensbury Building &Code Enforcement Arrive: l;50 a 001fro =rt: 1(`) a p� 742 Bay Road, Queensbury, NY 12804 Inspector's Initials �� P' ,'1T#: \Cc LOCATION: 1,` CZ RD INSPECT ON: k 1-4— t© TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates -iNcrt-t{ t _ ,�-C-,ti, Plumbing Vent/Vents in Place 1 %Inch minimum Drain Size `z Washing Machine Drain 2 inch minimum r / Z leanout every 100 feet/change of direction \ .. `+I' I Pressure Test w• Vent 5 P.S. • 10 ft. above highest connection • 5 minutes CA-e_is 7 Cp - re Test Water Supply Piping Air/Head N-MQ 50 P.S.I for 15 minutes C,Eat_\ Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant \L Proper Vent, Attic Vent 1 _ Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing I Insulation Inspection import Office No. (51 8)761-8256 Date Ins• = «o o I tre ` ` ed: Queensbury Building &Code Enforcement Arrive: ` a pm art: j•�� 742 Bay Road, Queensbury, NY 12804 Inspector's nidal • NAME: / . ifr-rPER #: /0 24/`x` LOCATION: 3,3 a Pte- J INSPECT ON: /j /® TYPE OF STRUCTURE: __. _Y__ N N/A Rough Plumbi . /Nail Plates ' /Vents in Place 1 %inch minimum Drain Size /1 Washing Machine Drain 2 inch minimum f. Cleanout every 100 feet t change of direction Pressure Test Drain/Vent Air/Head ik17y 5 ' 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test t'" Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revlsed Nov 17 2003,revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report j "� Office No. (518)761-8256 Date I Ig ,: - 11 3 l.__------' er Queensbury Building&Code Enforcement Arrive:fit ,� • j► . i 742 Bay Road, Queensbury, NY 12804 Inspector's In' NAME: J / PERMIT#: ft LOCATION: $ 5 G�i�� ,t31� i- " INSPECT ON: tA R w` TYPE OF STRUCTURE: 6>M,L 4 C.l etk t 100V " I • 1 J Y .- �- COMMENTS: Attic Access 22" x30" minimum . c) v- ;0 Jack Studs/Headers Bracing/Bridging - L-U.^As, )7%;4' Joist hangers Jack Post i 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 IA(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:iBuilding&Codes Fortis-OLDI3uiding&Codesllnspection FortnsiFramiing Firestopping Inspection ReporLdoc Revised January 7,2008 Yuji'. /0-/ Foundation Inspection Report ,/6)' ' Office No.(518)761-8256 Date Inspection . : Apt.- -•: /y 13 3-0'0 Queensbury Building&Code Enforcement Arrive: ' . /_•41•17 Depart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini i a s: r// NAME: i P I T#: LOCATION: 7& Amiwrear ',, 1. SPECT ON: ---/-Ate A::2 / dr,i e TYPE OF STRUCTURE: (>%:(.. 001410.,(AL1- Comments 641,14-& / 720,6- (1—_5",--(--, Y N N/A k, c�' Footings 3 /,e -D'' Piers Monolithic Slab 1 m - 1/ 7 iorcement Place L,- V The contractor is res•• :sible for providing protec r: • from freezing for 48 ho o lowing the placement • ' . e concrete. Materials for this purpose on site. Foundation/Wallpour - -- ' di 0C--.- //7 R " orcement in Place ��y-1 Ci o Dowels or)�. v in place it c: 4s-) 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 Framing / Firestopping Inspection R= • • Office No. (518)761-8256 Date Inspection kir ived: Queensbury Building &Code Enforcement Arrive: s pro =part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initia ' __ NAME: D'F \-\ tc_'} (\ - -MIT#: Its -- LOCATION: ( LOARV) I V-PECT ON: 10-17—\T TYPE OF STRUCTURE: ( M i R \A \ )\Tt U Y N IIIA COMMENTS: Framing „5...r_rzt `CAQR.._ , EEL_ 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 'A(w) 16 gauge (8) 16D nada each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Building&Codes Fortes-OLD1BuNding&Codesllnepedbn Fonn&Fniming Firestopping inspection Reportdoc Revised January 7,2008 11 /07/2010 07:35 518-793-2865 ROZELL IND PAGE 02 t v p l u U i.;ma MVI JUt,IIV 518-399.1913 p.2 • CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DEVXS10N,P.D.& T.S.,I C_ 4 William Street,Ballston Lake;New York 12019 Phon!:(518)399.1848 Fax:(518)399-1913 Ct.tE]T: ROZELL EAST, INC. 129 PARK ROAD REPORT NUMBER. 1:PAGE: I QUEENSBURY, NEW YORK 12504 INSPECTION DATE: 10l05/10 OUR FILE NUMBER: 574.017 f,TTN_ MR.JOHN ROZELL FIELD INSPECTOR: PETE DUNHAM PROJECT; DELLA HONDA;QUAKER ROAD, QUEENSBURY,NY. REINFORCING, STRUCTURAL& LIGHT GAUGE STEEL :: FIELD OBSERVATION REPORT SPECIFICATION FOR BOLTED CONNECTIONS; AISC AMERICAN INSTITUTE Cc STEEL CONSTRUCTION SPECIFICATION FOR COLUMN PLUMPNESS; AISC:AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR FIELD WELDING: AWS:STRUCTURAL WELDING CODE-STEEL(AW.S.D1.1) SPECIFICATION FOR CONCRETE REINFORCEMENT'. CR81:CONCRETE REINFORCING STEEL INSTITUTE • COLUMN 11READED COLUMN WELDING 1 LINE ELEVATION FASTENERSI ITEM: 1 PLU�IBNESS INSTALLATION REMARKS: COL/LINE Al.IIli; 2nd FLOOR ACCEPTABLE THREADED FASTENERS INSTALLED AND EU(St 4/5 TENSIONED TO BEYOND SNUG TIGHT. ITEM: 2 COUI INE ROOF THRE4DED FASTENERS INSTALLED ED AND AN 6114; ACCEPTABLE EIJ .415 TENSIONED TO BEYOND SNUG TIGHT, ITEM: 3 COL/LINE 2nd FLOOR AN 141; ACCEPTABLE COLUMNS PLUMBED TO WITHIN 1:500. EN Q4/5 ITEM; 4 COL/LINE ROOF ALP( 914; ACCEPTABLE COLUMNS PLUMBED TO WITHIN 1:500. EN a ars ITEM 5 — CpLILINE BAR JOISTS PROPERLY INSTALLED, A/J?1/4; 2Ra FLOOR ACCEPTABLE THREADED FASTENERS PROPERLY E/J gAtiS 1/4 TENSIONED TO SUPPORT MEMBERS. REPORT DISTRIBUTION: ^� RESPECTFULLY SUBMITTED, FTLE 5: CONSTRUCTION TECHNOLOGY 6: 7; TOM JOSLIN.S,E.T_(IdMCET) 8: MANAGER TECHNICAL SERVICES 1E/07/2010 07:35 518-793-2865 ROZELL IND PAGE 03 "� `U MVI JUSLIN 518-399-1913 p.3 CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,F.D.&TS.,INC. 4 William.Street.Ballston Lake,New York 12019 Phone:(518)399-i.S4R Fax:(518)399-19]3 • CLIENT: ROZELL EAST,INC. 129 PARK ROADREPORT NUMBER; 1 ;PAGE:2 CUEENSBURY,NEW YORK 12804 INSPECTION DATE: 10/06/10 OUR FILE NUMBER: 574.017 AIM: MR JOHN ROZELL FIELD INSPECTOR: PETE DUNHAM PROJECT: DELLA HONDA:QUAKER ROAD, QUEENSBURY,NY. REINFORCING STRUCTURAL& LIGHT GAUGE STEEL::FIELD OBSERVATION REPORT SPECIFICATION FOR BOLTED CONNECTIONS: AISC:AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR COLUMN PLUMENESs: AISC:AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR FIELD WELDING: AWS;STRUCTURAL WELDING CODE-STEEL(A.w.S.01.1) SPECIFICATION FOR CONCRETE REINFORCEMENT: CRSI•CONCRETE REINFORCING STEEL INSTITUTE COLUMN THREADED ICOLUMN WELDING Lu4E ELEVATION FASTENERS PLUM/NESS INSTALLATION REMARKS: ITEM: 8 CCIULINE 2nd FLOOR ACCEPTABLE DECK INSTALLED WITH MECHANICAL C !LINE FASTENERS.SIDE LAP SCREWS PROPERLY EM @ 415 INSTALLED_ 1..PORT DISTRIBUTION: RESPECTFULLY SuEMIT TED, FILE 5: CONSTRUCTION TFCFINOLO V ': TOM JOSLIN,SE.T.(NICET) 8' MAMAGER TECHNICAL SERVICES Foundation Inspection Report Office No.(518)761-8256 Date Inspection rec/ r . . Queensbury Building&Code Enforcement Arrive: �D : �p / Depart: /pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial; y. 1 NAME: Q it C_k . • i #: tC -- zHS- - LOCATION: k3 ( pod._,E2_ P ) SPECT ON: kO --10 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab 6 �� ‘/// ki Reinforcement in Place �D `C't ALE C—l�+4C�C The contractor is responsible for � L�3 �� ��� c E providing protection from freezing ������ `���L for 48 hours following the placement 0 of the concrete. i v Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\building&Codes\Inspectlon Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM c /0 i/t/e4rete.5 Framing / Firestopping Inspection Re• • Office No. (518)761-8256 Date I . M, .11 =.. 'T •_ i,. Queensbury Building&Code Arrive: >o . , ,' -r:_Srt__ Z.t1m/* 742 Bay Road, Queensbury, NY 12804 Inspector's In NAME: -W/L ERMIT#: -2 LOCATION: (1xJ&e" �� INSPECT ON: - TYPE OF STRUCTURE: � \ COMMENTS: Framing f kts, Il ss 22' x30" minimum o`-i L --1Z-70 --k Jack 1Z-70- Jack Studs/Headers Bracing/Bridging ` ' T'i0Ish;9 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/Hobs/Bearing Walls Metal Strapping for Notches Top Plate 1 'r4(w) 16 gauge (8) 16D nabs each aide Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1BuNd ng&Codes Fortes-OLD1BuNdtrq&Codeslinepsdion Fo nislFrmming gypping Insp•dion Repoitdoc Revised January 7,2008 7-, 4 t_J 17 5(-1 Foundation Inspection Report Office No.(518)761-8256 Date •,:, do s -• ',ed- Queensbury Building&Code Enforcement Arrive: - )• : J. part: At k56--Qm1 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi:Ur. NAME: NC/4,, #: /29 LOCATION: 6,1_),4z,„ �,( r SPECT ON: > TYPE OF STRUCTURE: Comments N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. •„ /Wallpour -- -- - J Reinforceme. in Place �— .. ,.; •wels 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 Fors\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM KdO /1/toI 427 . Foundation Inspection Report Office No.(518)761-8256 Date Inspection - • - �� ,ed: Queensbury Building&Code Enforcement Arrive: -; . i(/ s-part: am/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti • A NAME: t PERMIT#: LOCATION: 4-'44IALFeY-- 72ci INSPECT ON: — TYPE OF STRUCTURE: Comments Y N N/A Footings r � ..e"e+` tt Piers 7 tb 9 Reinforcement lace The con'• . •r is responsible for • • • •g 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM A)rs.,4,7„ Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depa��am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: 440 , / INSPECT ON: !Y /(') TYPE OF STRUCTURE: Conments Y N N/A Footings Piers o ' is Slab Reinf, ' ent in Place - 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 C cap—, Footing Dowels or Keyway in place ,� 11 'per Foundation Dampproofing 1-r(A) 1.N Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1 -3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Amve: am/pm Depart r/�c am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:/� `"'�� NAME: /k PERMIT#: LOCATION: /3 ( y -1- INSPECT ON: -—/� -/0 TYPE OF STRUCTURE: C.. "-TAAI,k, 14..N) Comments Y N NL Footings P' Monolithic Slab ,t_4/1/1-5 Reinforcem • 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 c . t A Footing Dowels or Keyway in place Foundation Dampproofing c," Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1--EdiAe5cir.67___ Foundation Inspection Report Office No.(518)761-8256 Date y- ;on • -•-i ed: Queensbury Building&Code Enforcement Arrive: • . ' : �� Depart: _ 'r m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini NAME: 1):64,„ P> xMIT#: �(J���`s- LOCATION:: 4, (,ems INSPECT ON: 7-(q /D PE TYOF STRUCTURE: Comments kb\7e_CT‘b Y` N N1A Footga. 1 -V c>'? _ - Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing t." c u 6 mil for for wet areas under slab Q3 111 Backfill • U.l• Plumbing tjwler Stab 1./7 .. •.y Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection reque a ed: Queensbury Building&Code Enforcement Arrive: Zl 55T ,app. I part: 1-1:701–ann 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini : • NAME: 0_Ell 1\ PERMIT#: \b — 2_4C LOCATION: ` � �� _ �� INSPECT ON: At 7--VL—VO TYPE OF STRUCTURE: Comments Y N N/A Footings / ►�T�� ‘--2)166;) 4-1L, Piers Monolithic Slab 2 Y-E 1/4°V-- '\ Fb°7-1 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 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 =Az) iel> 6,_ Foundation Inspection Repo Office No.(518)761-8256 Date Ins.- ;on ' t y f- -•: Queensbury Building&Code Enforcement Arrive: ip'. �Aylop s Depart: WI± r/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's lni tiff 'l• NAME: _::___irar PE�� T#: /ozz,5 LOCATION: fG7.72e1t_.__7_p____ `� IN PELT ON: ".I-? . TYPE OF STRUCTUR -2.- \ j6 -` �Comments :.JCC ,�`Iv Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ _ Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place rc Foundation Dampproofing Qc.\- ' Foundation Waterproofing Footing Drain Daylight or Sump7 2 Footing Drain Stone: % 12 inch width t 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval /, / (' Plumbing Under Slab Y /Cp op 7 Foundation Insulati. 'or '' tetior / R- k AI'. I, V Rough Grade 6 inch drop within 10 . L:\Buliding&Codes Forms\Building&Codes', on Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM .F- /6) -rii-e5-66-7, Foundation Inspection Report Office No.(518)761-8256 Date Inspectton «• :, /► Queensbury Building&Code Enforcement Arrive: \ ►= "s a fi - *art: j$c'r a r . 742 Bay Rd.,Queensbury,NY 12804lFr Inspector's TMR R s• i { NAME: ' lL" L. Off ' iT#: /(2ZS LOCATION: 4/ 3/---? t,,, er gi INSPECT ON: 7- 4--/0 TYPE OF STRUCTURE: Comments Y , N NIA 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. d�' Materials for this purpose on site. _ � � �A --.fr Fin/Wallpour '/ „ik,,,c ,..s?,..;1>CI--7 cb.pac- Reinforcement in Place J Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump VDoting Drain Stone: h width c I .• : .'ve footing 6 mil poly fo wet areas under slab (A i)�® Vila-I-04c/ te u vi‘ tr_ 1,... --c-O "C; ' i, .'' : i nder Slab ( / VC/Cast/Copper 7 Foundation Insulati ` teri. arterior / Rough Grade 6 inch drop within 10 ft. `/ L:\Buiiding&Codes Forms\Buiiding&Codes\Inspection For ms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM c2T--/&111 Foundation Inspection Repo /) "�f Office No.(518)761-8256 Date Inspection requ j1 --' • . ' .•16 Queensbury Building&Code Enforcement Arrive: Q.'7jf . 1 / Depart: „ : , •m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. NAME: L LTON: LOCATION: 3 TYPE OF STRUCTURE: Cornmeal Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour V111/ Reinforcement in Place k__\1 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Aktfic_esc/a ___ Foundation Inspection Report Office No.(518)761-8256 Date on 6 e r- • ived: _ Queensbury Building&Code Enforcement Arrive:" : , •: I-part: •ItriWi 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti: s: NAME: i /GC- 1 IT#: LOCATION: 3i-g Qva k�i'' INSPECT ON: G-2r.--/e') TYPE OF STRUCTURE: Comments Y N IA Footings LOflt . T),-V. tJ 1J C 0oPt i Piers � J' �HSNS M\x�►; M• ab h.1 t trCEC Cenforcement in 'lace The contract• is responsible for \t M 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /0. 0 A/di/PS/7 Foundation Inspection Report Office No.(518)761-8256 Date Ins•- tion '-• ;st -• Queensbury Building&Code Enforcement Arrive: V.• i' Depart : ' 'i I 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PRMIT#: "Z � LOCATION: om, • INSPECT ON: 6' TYPE OF STRUCTURE: Comments N N/A Footings —Piers �'• ,o • is Slab Reinf• ment in Place The •ntractor is responsible for • viding 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:\Bulking&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 0 %30 V Foundation Inspection Report Office No.(518)761-8256 Date Ins. tion ed: Queensbury Building&Code Enforcement Arrive: i : S • IA =- s-part: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Tniti: NAME: Ve.L.1.1tb C) P I T#: Lai -2_1-kb LOCATION: 31'5 IA E( f2.,Q420 INSPECT ON: 24 —1 O TYPE OF STRUCTURE: C-0 M tit o 1A Q E) 1 RLTE , I Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbin: Under Slab ®tL- SaltkViM - .� •,per 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 ___ Version ?.3 (5%25%l flj by 1)JF.' 8!1!x' ~, SYSTEJI+~~ d"aR'C?GIF ~~ ~ _ Ph: (260) 837-7 9~j ~ ,~ 305 Industrial Parkway Fax: (260) 837 7 Z~~j,; -,~, .•~.... _. F Waterloo, IN' 46793 I ~ ~ ~ i ~~ t 1 ~~ ~ ~,• Page: R1 of Date: 6/10/2010 ~;~~N,..~ ,;o.. ~ E REACTIONS GEN RAL INFORMATION FOR COLUN[ Q FOR REVIEW O FOR CONSTRUCTION Project Name: D'ELLA HONDA NBS roject Number: WlOK035tA Customer: ROZELL IDUSTRIES, INC. ucor Engineer: Andrew Mieler Column base r actions are included in this packet for a building designed by Nucor Building Systems. These reactions resul from frame analysis done by a Nucor Engineer for this specific job. They reflect all loading to which the buil ing may be subject, per the appropriate building code and loading information provided to Nucor Buildi Suallms otvided at therequ st ofethetcustomert although'theONuor Engin1eer be( eves he is change and ar us y p working with ndefined, incomplete or assumed information. Reactions are rovided by load case in order to aid the foundation engineer in determining the appropriate load factors d combinations to be used with either Working Stress or Ultimate Strength design methods. Wind load es are given for each primary wind direction, and. the case which produces the largest reaction at a particular c lump should be used for design. Sign conventions for computer generated frame reactions are as follows and should be taken in the sense of the frame ske ch given on the reactions sheets. GLOBAL X (+ to right) GLOBAL Y (+ upward) GLOBAL Z (+counter-clockwise) +X /~ +Y ( +Z