Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
2005-616
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE0,1F OCCLT- ANCY Permit Number. P20050616 Date Issued: Tuesday, May 30; 2006 This is to certify that work requested to be done as shown by Permit Number P20050616 has been completed. Tax Map Number. 523400-296-013-0001-017-000-0000 Location:. 931 STATE ROUTE 9 Owner. BABAJANI AND MAMA, LLC Applicant: OUTBACK STEAKHOUSE This structure may be occupied as a: Commercial/Industrial By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for.compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforzemen Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Quemsbilry,NN 12so4-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050616 Application Number: A20050616 Tax Map No: 523400-296-013-0001-017-000-0000 Permission is hereby granted to: OUTBACK STEAKHOUSE For property located at: 931 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 Ordnance. Type of Construction Value Owner Address: NASREEN KHURSHID 15 NEEDLE Park Commercial/Industrial $875,000.00 Total Value $875,000.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-616 OUTBACK STEAKHOUSE RESTAURANT 6,827 sq. ft. new construction AV 2005-616 and SPR 4-2005 $1,024.05 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, October 25, 2006 (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 Townnsab , Tuesd y, October 25, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Co e En ement Permit No. Building&C6ides Office-Department of Community Development-Town of Queensbury Fee Paid (� 742 Bay Road,Queensbury,NY 12804 Recreation Fee Dave Hatin,Director codes@gueensbury.net Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subiect to review before issuance of a valid permit for construction. Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant/96i4el& 13 a,f' W, So (A Owner: Address: 36i Z1 ` ?kL 1- i" S+'e-_12-6Address: A++w, 0,65 . J-anfy�:A_tVA -7-2a36 ?22 AL ielfs�se>orc; Home Phone: -7 e3- '59 ► _O�i .� , ?Ytt. 20 I. Home Phone: i s- z- i Email Address: JW!5;AI A G Co rn Email Address: 0 &_i3Aa. -e,,K Cell Phone: 703 6 23- 242G Cell Phone: 813-so>-a f Z I FAX Phone: 5ci I -IJ -0 r7, FAX Phone: HgIs- Zq F-9112 Person responsible for supervision of work with respect to building and codes compliance: Name: -� Address: /J bJgsgANae6_ &Va S t,%A}2 3Z&0,7 Phonegl3-ZaZ-�z25� Location of proposed construction: Lot No. Legal Address: '2rF Tax Map Number: �-96 13 - I -17 Subdivision Name: Estimated Cost of Construction: $ 0 AM 0 Proposed construction is for: Residential Use ✓Commercial Use TOWN' (OF(QUEENI.SBU,RY .BUIE`0IN`3.%:HD(CQQE Name of Business: d u�'�a��<1 ' ,7 Q ) If proposed construction is an addition,what will use of new addition be? New Addition Alteration Proposed Construction V Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.ff. Sq.Ft. Square feet Height Ft.&in. Single-Family Dwelling Two-Family Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: ZFZ4yeAN1C 1 6) &S5, o let Attached Garage 1, 2, 3 Type of Heating System: Electric, Oil, as ood, Forced Hot Air, Baseboard, Other: Is a fireplace and/or woodstove being installed, please refer to a separate application. --Yes No Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described _premises and that all-provis_ions_of_tbe_B_uilding C:o_des,_the_Zoning_OrdinnncP,-nnc�.all-other la%.�s-pertni�,ing_tn-thA— proposed work shall be complied with,whether specified or noted, and that such work is authorized by the owner. Further,it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. Q / Date: g L6405 - Applicant{ �&i+detr Signature: d m ir-&- The application of aced is hereby approved and permission granted-for the construction, reconstruction or alteration of a building/and or accessory structure as set forth above. Date: Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 • • 1111121 �; /_ J J _ RirlrardA.lyFissita GY (9( (/Q Ht9hvlYSuperintendent �� I� � E�®9 Home(5i8)7985127 742 Bay Road • Queensbury,KY 12804 11�� Midtad F. Travis AUr 0 5 2005 DePutyHighwaySuperintendent Offi-ce Phone: (548) 761-8241 (518)798-0413 Fax: (518) 745-4466 TOWN OF QUEENSBURY EUILDING AND GODS DRIVEWAY PERMIT DATE: 6/s1O S APPLICANT NAME: ✓) &S P-`an KH u2s to 3:t0 TELEPHONE NO.: SIB - �9L - GSLy ADDRESS TO BE INSPECTED: oj3 t ST11--tt RwTt 9 RETURN ADDRESS: 131 ST*Ttr.. P.Gar`- q Applicant must show exact location and width of driveway(s)to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( )Preliminary Approval NEED: ( )Slight swale ( )Level with the.road O DeV swale Size pipe to be used(if necessary) )18" ( )24" ( )367 Preliminary inspection completed by DATE Approval by Highway Supt. Deputy Supt Upon completion,please resubmit this approved permit for a final approval. STEP 2: ( )Final Approval O Rejected DATE: Superintendent Ridhard A. Missita,Highway WINDOW SCHEDULE RECE9VED Job Site/Address: �-�'e � � �'�+ Q,oa c1 rwm-. G,, (+.ws60r- Date: 915 °S Am, 0 5 2005 Owner: (IcfloacF- Application No. -. 5: - , !-li DINGAND Co�: Window Window Window Unit or Rough Rough SQ.FT-. SQ.FT SQ.FT. Clear Clear Special Hardware Number or Manufaturor Model/Type Stock Openin Opening Glass/Vis Egress/Cle Opening Opening or instructions Letter on Name Numbe g Height ible Vent ar Width In Height Plan Call Width Light Opening Inches In Inches Size F1Yc-,o&..A55 01A 31 14 sF O/A N/A NVA ti1Z e_._ Example Entry A Andersen Narroline 3062 3' 2 6'5 '/2 15.30 8.36 6.01 34 241613610 Tempered Double 1/3" 11116 Glazing -- Hun Q\Documents and Settings\SueUcal Settings\Temp\Window Schedule,doc Job Site Address: TF �' cS���T. �A� �1r�AeP'QaJ l'n,JAsn� y�Y�. ll� Date:.. °� o5 Owner: Application No. File No. Ao��� _ o�c? ,c 20Q5 Building Permit Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req. Light Actual Req.Vent .Actual Sq.Ft. Remarks Room Room 8%of Room Light 4%of Room Vent Opening for in Area Square .. Area Square Egress Square Footage . Footage Feet j5Vf'P-F— p1,3 Gl ,�A�uQ,UI use d�'n��i�4T�o•.f� � • , i L:\,S u eHemingway\Butlding.PermitFCRMS\NatLight V endl.Calculation.Sheet doe DRAFT COPY (3/21/03) CHECKI,IST NYS BUILDING'CODE (BC) Building: amuck NYS FIRE CODE (FC) NYS PLUMBING CODE (PC) Location: 0 NYS MECHANICAL CODE(MC) NYS FUEL GAS CODE (FGC) Date: NYS ENERGY CODE (ECG) Reviewer: Publication Date: May 2002 COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES No. Topic Code _ Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1603.1.6 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 17 5 Type of Construction BC-Table 601 81 a 13 J/ 6. No. of Sleeping Units/Level BC-202 14& No. of Units—Total 31 No. of Occupants BC Table 1003.2.2.2 201 7 Covered Malls BC-402 33 Hi-Rise (75'Rule) BC-403 36* Atriums BC-404 37 8 Basement Definition BC-502.1 71 (See page 8 of this check list) Legend: NR = Not Required NS=Not Shown NA= Not Applicable Z9C/�4".� lV,,: n1j 13, �. Note: * Non-separated occupancies impose the most restrictive requirements JAM Page 1 of 10 No. Topic Code Page Required Actual Section No. or Allowed 9. Heights& Building Areas Maximum Tabular Area BC-Table 503 72 Maximum Tabular Height BC-Table 503 72 Maximum Stories BC-Table 503 72 Mezzanines BC-505 73 10. Sprinkler System (water) BC-903 168 Basement Sprinkler BC-903.2.10.1 170 Water Source Sprinkler BC-903.3.5 172 Water Source Site FC-508.1 31 11. Frontage&Sprinkler Credits Area Modifications (ca/c.) BC-506 74 Height Modifications BC-504 73 12. Height&Area Summary Ht/Area Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 75 Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/Fir. x No. of Stories up to 3 maximum) 13. Fire Apparatus Road FC-503.1 29 (150'rule) � � AQ 15e S®�.5^ 31 1>4. Exterior Walls Distance Separation* BC-Table 602 82 Exterior Wall Openings BC-Table 704.8 87 Parapets BC-704.11 88 Exterior Wall Coverings' BC-Table 1405.2 257 Exterior Wall Finishes BC-Table 1406.2 261 Combustible *Distance separations are doubled if fire fighting water is not available (FC-508.1.3). �NOTES; /�/,lawl O/ Gag fl�� y o JAM Page 2 of 10 ,i No. Topic Code Page Required Actual Section No. or Allowed 15. Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 Accessory Occupancy BC-302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Control Areas BC-414.2 52 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 Fire Partition(Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 Opening Protectives BC Table 714.2 101 Fire Blocking BC-716 107 to i BC-716.3 108 6. S ►L c es��-CJr w tC - /Zoo 259 in. Rm. i '� BC-1207.1 251 O� Min. Ceiling Height BC-1207.2 251 17. Ventilation (Nat, or Mech.) BC-1202.1 249 18. Light ((Nat, or Mech.) BC-1204,1 250 19. Exits PeMok kre Occupancy Load BC Table 1003.2.2.2 201 One Exit Permitted BC Tablel005.2.2 224 Stair Enclosure BC-1005.3.2 224 Emergency Egress BC-1009.1 235 Distance of Travel BC-Table 1.004.2.4 220 Aisle Width BC-1004.3.1.1 221 Corridor Width BC-1004.3.2.2 221 Capacity of Exits (calo.)_ BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Table1004.3.2.1 222 Corridor Dead End BC-1004.3.2.3 222 Door Width BC-1003.3.1.1 208 Door Swing BC-1003.3.1.2 208 Panic Hardware BC-1003.3.1.9 213 20., Stairs Riser BC-1003.3.3.3 213 Tread BC-1003.3.3.3 213 Width BC-1003.3.3.1 213 Headroom BC-1003.3.3.2 213 Vertical Rise BC-1003.3.3.E 215 Handrails BC-1003.3.3.11 215 Cve ds U 1603s3,2,iz— zdT Mcau use 12'I.,'K Ls l`3� Iq(i3,3,3tp a,s JAM k /� Page 3 of 10 TIC �C1c G�lJ No Topic Code Page Required Actual Section No. or Allowed 21. Structural Snovw�oading—Ground BC Fig 1608.2 296 Snow Loading---Roof(talc.) ASCE 7-98 Drifting Snow BC-1608.7 295 Ponding BC-1608.3.5 295 Floor Loading BC Table 1607.1 291 Balcony Loading BC-Table 1607.1 291 Wind Loading (talc.) BC-1609 297 Roof Walls Windows Seismic Loading (talc.) BC-1614 315 Foundation Depth BC-1805.2 398 22. Interior Finishes BC-Table 803.4 161 23. Swimming Pools BC-3109 629 24. Sun Rooms BC Appendix 1 693 25. Electrical Exit Lights or Signs BC-1003.2.10 203 Emergency Lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 . General Lighting-Exits-Stairs -BC-1003.2.1-1 204 26. HC ACCESS Exempt Buildings BC-1104.4 238 Parking BC-Table 1106.1 239 Route BCA 104.1 . 238 Entrance BC-1105.1 239 #of Sleeping Rooms BC-Table-1*107.6.1.1 241 #of Dwelling Units BC-1107.6.2 241 Toilet Facilities BC-1109.2 244 Service Counters BC-1109.12.3 246 Areas of Refuge BC-1003.2.13.5 207 Signage Supplemental HC Req'mts Appendix E 681 27. SPECIAL INSPECTIONS BC-1704 379 Notes: /V ✓sl, L 11-e i,4m,,( 5 cxr -q z*J-, 414s] -!• 7 -lei l0 JAM � Page 4 of 10 i eJl �� �GL No. Topic Code Page Required Actual Section No. or Allowed 28. Fire Protection Equipment Central Station Monitoring FC-901.9 52 Sprinkler Systems FC-903 55 Other Extingushing Syst. FC-904 59 Kitchen Hood Extinguisher FC-609.8 41 Standpipe Systems FC-905 62 Fire Extingushers FC-906 64 Fire Alarm Systems &SD FC-907.2 66 Fire Alarm Boxes+Zav f FC-907.4.1 g01.9 72,.73 Smoke Detection FC-907.2.10 68 Hi-Rise Fire Safety FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73 Smoke Control FC-909 75 Smoke Vents FC-910 82 Fire Pumps FC-913 . 85 sen,eJ3 29. Plumbing Code Fixture Count PC Table 403.1 21 ,uk►,S ��t y,��„ S iya S-* Water SDpply Service Pipe Size PC-603 33 Fixture Pipe Size PC-603.1 - 33 Pipe Material PC-Table 605.4 36 p Labor Law Art. 10-A UFPBC-904.6 12,340 o Pipe Insulation See Energy Code "�- Backflow Prevention PC-Table 608.1 41 Sprinkler System PC-608.16.4 44 Lawn Irrigation PC-608.16.5 44 Pipe Freezing PC-305.6 14 Sanitary Drainage Drain Pipe Size PC-Table 709.1 54 Drain Pipe Material PC-702 47 Labor Law Art. 10-A UFPBC-904.6 12,340 Vent Size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC-917 67 Notes: /I C,Fj JAM Page 5 of 10 No. Topic Code Page Required Actual Section No. or Allowed' 30. Mechanical Code Ventik#ion Rates MC-Table 403.3 24 Propane Below Grade MC-502.8.10.1 31 , Dryer Exhaust MC-504 33 Kitchen Exhaust MC-506 34 Kitchen Hoods MC-507 37 p Kitchen Make-Up Air MC-508 39 Chimney Termination MC-Table 511.2 41 Air Plenums MC-602 47 Fire&Smoke Dampers MC-607.5.1 52 Combustion Air MC-701 55 Confined Spaces—Def. MC 202 5 31. Fuel Gas Code Appliance Location FGC-303 18 Combustion Air FGC-304 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig. 503.5.4 63 Gas Vent Termination FGC-Fig. 503.6.6 65. Exit Terminal Location FGC-503.8 - 68 Clothes Dryer Exhaust FGC-613 96 Unvented Room Heaters FGC-620 99 32. Energy Code Prescriptive Method ECCC-Table 602.1(1) 50 High Truss Credit ECCC-602.1.2 51 Pipe Insulation—Heating ECCC-Table 503.3.3.1 44 Duct Insulation—Heating ECCC-Table 503.3.3.3 45 Pipe Insulation—Hot Water ECCC-Table 504.2 47 HWH Heat Trap ECCC-504.7 47 COMcheck Computer Software Compliance Report Required Notes: JAM tab �� ��� �tJ �t�e5�"® � Page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW. 1. Area I,perease Based Upon Frontage And Sprinkler Increase. Frontage Increase: If= 100(F/P-0.25)W = Answer in % 30 Note: If= 75%when 4 sides accessible &water available Allowable Area: A.=Awwe+ (&. x If)+LAtb x I =Answer in Square Feet (BC-Pg. 74) 100 100 2. Exit Capacity Calculations (Table'1003.2.3)(BC-Pg.202) (Occupancy Load for Exit)x(Egress Width per Occupant)= (Required Width) 3. Snow Loading Calculations. (ASCE 7-98)(Eq. 7-1)(pg-69)&(Eq. 7-2)(pg-70) (ASCE=American Society of Civil Engineers) Pf=0.7CeCtIP9= Flat Roof.Snow Load Where: Pf= Flat Roof Snow Load (Calculated Above,Answer in#per SF) Ce= Exposure Factor (BC-Table 1608.3.1)(Pg. 297) Ct=Thermal Factor (BC Table 1608.3.2)(Pg.297) = Importance Factor "(BC-Table 1604.5)(Pg. 287) P9 = Ground Snow Load (BC Fig. 1608.2)(Pg. 296) PS=CSPf=Sloped-Roof Snow Load Where: PS = Sloped-Roof Snow Load CS= Roof Slope Factor (ASCE 7-98)(13g. 70) 4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98) 5. Seismic Calculations. (See page 10 of this list) 6. COMCheck calculations (For verification of compliance with the Energy Code) JAM Page 7 of 10 z 8. GRADE PLANE: A reference plane representing the average of finished ground level adjoining the building at exterior walls.Where the finished ground level slopes away from the M exterior walls, the reference plane shall be established by.the lowest points within the area between the building and the lot line or,where the lot line is more than 6 feet.from the building, between the building and a point 6 feet from the building. i 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggregate floor area of not more than 1/3rd of the area of the room or space in which the level or levels are located. (Mezzanine area does not contribute to the building area or the height in stories but does contribute to the Are area, aggregate area).. 10. SMOKE BARRIER: A continuous membrane, either vertical or horizontal,such as a wall.- floor, or ceiling assembly, that is designed and constructed to restrict the movement of smoke. (Required to have a ?hr. fire rating). 11. STORY ABOVE GRADE PLANE: Any story having its finished floor surface entirely above grade plane, except that a basement shall.be considered as a story above grade plane where the finished surface of the floor above,the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above the finished ground level for more than 50% of the total building perimeter or 3. More than 12 feet above the finished ground level at any point. JAM Page 9 of 10 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Memorandum To: Dave Hafin, File 2005 616 From: MJ Palmer Date: Sept. 8,2005 Re: Outback Steakhouse Review of current submittals, indicates the following: 1) Hood drawings.incomplete. No data supplied on; Hood material, material thickness or listed number, make up air calculations, exhaust volume, grease removal system, mounting details including clearances, ducting and exhaust termination. 2) Still need complete fire alarm drawings 3) Sprinkler note added to drawing. Still need complete drawing submittal with calculations 4) Still need HVAC shutdown note added 5) Still need letter indicating materials used in gable and mansard areas meet the requirements on NFPA 703 6) To be determined later. Michael J Palmer,Fire Marshal 742 Bay Road Queensbury,NY 12804 518.761.8206- firemarshal fteensburl .net Climate-Specific Requirements Gross Area or Cavity Cont. Proposed Budget Component Name/Description Perimeter R-Value R-Value U-Factor U-Factor NORTH: Exterior Wall 2: Metal Frame, 16" o.c. 1130 19.0 3.0 0.085 0.074 Window 2: Wood Frame, Double Pane Clear, SHGC 0.82, PF 0.51 76 --- -- 0.550 0.520 EAST: Exterior Wall 1: Metal Frame, 16" o.c. 960 19.0 3.0 0.085 0.074 Window 1: Wood Frame, Double Pane Clear, SHGC 0.82, PF 1.00 162 --- -- 0.550 0.520 SOUTH: Exterior Wall 4: Metal Frame, 16" o.c. 1130 19.0 3.0 0.085 0.074 Window 4: Wood Frame, Double Pane Clear, SHGC 0.82, PF 0.51 96 --- -- 0.550 0.520 WEST: Exterior Wall 3: Metal Frame, 16" o.c. 825 19.0 3.0 0.085 0.074 UNSPECIFIED ORIENTATION: Roof 1: Metal Roof without Thermal Blocks 6600 0.0 20.0 0.048 0.051 Floor 2: Slab-On-Grade:Unheated, Vertical 2 ff. 338 --- 10.0 -- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 1%better than code Section 4: 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 New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. Die= bpuko. Principal Envelope esigner Name Sig ature OF NEP y Date CAP r c� rt A W N A9� SS1r% — tY�� Permit Number Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 3.0 Release 2 Data filename: P:\SA\OUTQS\Com_Check.cck Section 1: Project Information Project Name: Outback Steakhouse Designer/Contractor: Dwyer Engineering Document Author: Donnie Southers Section 2: General Information Building Use Description by: Activity Type Project Type: New Construction Activity Type(-) Floor Area 194 Dining� 3477 Kitchen 2715 Section 3: Requirements Checklist Bldg. Dept. Use Interior Lighting [ ] 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 13581 13580 YES Exterior Lighting [ ] 2. Type(s) of exterior lighting sources: _Fluorescent _Metal Halide —High-Pr. Sodium Exceptions: Specialized signal, directional, and marker lighting; lighting highlighting exterior features of historic buildings; advertising signage; safety or security lighting; low-voltage landscape lighting. Controls, Switching, and Wiring [ ] 3. Master switch at entry to hotel/motel guest room. [ ] 4. Individual dwelling units separately metered. [ ] 5. Minimum of two switches, dimmer, or occupancy sensor in each space. Exceptions: Only one luminaire in space; Security lighting, 24 hour lighting; The area is a corridor, storage, restroom, retail sales area or lobby. [ ] 6. Automatic lighting shutoff control in spaces greater than 250 sq.ff in buildings larger than 5,000 sq.k. i_ [ ] 7. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] 8. Tandem wired one-lamp and three-lamp ballasted luminaires. Exceptions: Electronic high-frequency ballasted luminaires not on same switch [ ] 9. Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: 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 lighting system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release 2 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and s' ned this page, they are attesting that to the best of his/her knowledge, belied and professional judgment, such pl s specifications are in compliance with this Code. OLY Principal Lighting Designer-Name Si nature Date of � N N � q 116A �� 9�FESSIONP�' A r September 20, 2005 David Hatin, Director Building Code Enforcement Y 742 Bay Road Engineering Queensbury, NY 12804-5902 2 6 H Fairfax St, SE Leesburg, va RE : Outback Steakhouse 20175 PHONE 800-943-9937 FAX: 703-771-4066 Dear Mr. Hatin: This memo is in response to the permit review checklist comments dated 09/20/05. The following is how we've addressed each of the comments: 1. Hood drawings shown on sheet M-5. Complete fire suppression shop drawings shall be provided by Ansul Contractor. Hood Material: Type 304 stainless steel, #3 polish. Material Thickness: 18 Ga. Make- Up Air: 7,490 CFM/ Exhaust Volume: 10,670 CFM. Grease Removal System is shown on sheet M-5. Mounting Details/Clearances shown on sheet M-5. Exhaust termination shown on sheet M-3. Remainder of make-up air provided by HVAC units. Complete air balance on sheet M-5. 2. Complete.fire alarm drawings shall be provided by fire alarm contractor. 3. Complete sprinkler drawings shall be provided by sprinkler contractor. 4. Shutdown notes have been added to M-1, M-5, and E-6. RTU's will shutdown upon smoke detector activation. Make-up air units shall shut down upon ansul system activation. 5. Response by architect. _ r If you have any questions, please give me a call at (800) 943-9937 extension 130. Thank you. Si erely, David P. Driver, P.E. 10/15/2005 15:26 5857862655 MUCHER ERECTORS,INC. PAGE 02 r9 7MW a 13� s MORT FORM QUOTE DATE: October 5, 2005 NI1MIr:: Mike Sto"ador-Mucher Errors ADI.IREBS; 38 Duncan street Warsaw NY, 14569 PHONE No.: 585-7W8114, PAX No.: 5W786-2855 REFERENCE:QUeensbury UutbaCk Steakhouse GENERAL SCOPE OF SERVICES: in.phKe Derssity Tesng,fieW testpng and compressive strength tasting of concrM cylindem and suuctulml steel Ingmw ion services PRICE QUOTE: See Affached unit Fee Schedule completed fay: _ Authorized By. 11"� T F-vergt&n Testing&Environmental Services, Inc. Representing: !t ack & Attached: Ganofal Conditions Unit Fee Schedule Data: _.. l T(a/G Page 1 of 1 824 smarimy YYAto vret W 12186 voice b18.M,0310 lax 519-288 8Z3g Pp Box 482 Qtohwd F'O*.NY 14127 VVW 715�649-0474 Fox 716-648-= 10/15/2005 15: 26 5857862655 MUCHER ERECTORS,INC. PAGE 03 c�ve it! gr"n TE9TMb.0 VFD4NEdrALS QUALIITY CON71ROL TESTING SERVICES Volt"P as-zoos SERVICE DESCRIPTION UNIT RATE Jr.Engineering Technician ACI-Level 1&Tro!Aer Certified to perform In Naos*oil density a $28.00/Flour iwA rx�e tests.Pint up and transport aempW t+ our laboratm. (Minimum 2 Hours per site visit-portal to portal) Overtime In excess of 8 Flours per Day,Saturday&Sunday $38,001 Hour Sr. Engineering Technician ACI-Level Ifll&Trwder Cerdfied to perform earowmrk, reinforolms M,001 Hour steel,rs�a9orrry observation&testing,observe hearing gr .piledrivingldriillttg,firsproa�ng (Minimum 2 Hours per site visit-portal to portal) Ova tirna in mrpce of 8 Hours per Day,Saturday&Sunday $55".001 Hoor Asphalt/Concrete Coring technician with equipment $30.001 Hour (Minimum 2 Hours per site visit-portal to portal) Goring Equipment&Diemund Weer Charges $100•001 Day Engineering Technician to perform Rebound Hammer or W.00/Hour Windsor probe testing of concrete in place $15.001 probe Certified Welding Inspector(AWS)far Visual, MP&UT Testing of Welch W.00/[-tour Overtime in excess of 8 Hours per Day,Saturday&Sunday $75-001 Hour Feld Engineer/Geologist $55,001 Hour Sr.Geateohnical Engineer,P.E $85-001 Hour Principal Engineer,P-E- $100.00 1 Hour Laboratory Seivim(gar,) -- A-Sieve Analysis ASTM D 421 $35.00/Each a.Standard Proctor ASTM DM $W.001 t-ach C.Modified Proctor ASTM D1557 D.pH of Topsoil A,T M OA972 $12,001 Each E.Organic Matter Combustion Method $36.001 Each Laumabaq+8wvlc *(Go"wceW) A.Codrigl a compreselon Tesft of 6 x 12 cylinders. S 7,501 Each bf. Compression Grout Samples 8 25.001 Each C.Compression Tenting of Cvncrei*Masonry Units, $35.00/E,ath S 0.45 I ntUe Taft Cost+10% Qui Ge►rter tN Cond ftn5 form a part of aY propwak 594 Sm adwmy WaterMiet,NY T$189 Nairn 518-26B-0310 FOX 519-250-9238 PO Sdx 482 Orchard Park.NY 14127 voice 716-5449-9474 Fax /1&648-&52l 10/15/2005� 15:26 - y_ 5857862655 _ iVIUCHER ERECTORS,INC. PAGE 04 QENiCRAL trONDf'rIONS A Definitions:E-v"rftn Testing&Environmental Services, Inc.hereinafter referred to as the company, 1'rtaje d work or worts means the specific environmental consulting, asticwtoo cart kAting or can dnAction materials consulting, testing or other- services to be perfa med. Client means ttre persori(s),enter or authorized agent for the purposes of ordering the services.Client in accepting or ordering work accept v" companies proposal and these gel vorxtitlom Orient well tray► Ait a copy r0 the proposal and Uw geartend corxtitions to each and every third party to which the orient trwttwnits any portion of the ccompaniesvrork. R. Site Access: Client shall provide and arrange access to the site of the walk as may be required to perform the wvdc.The company shell take reasonable and customary tneasures to minimize damage to the property as a result elf Vw pedormarice of rife watt,however the costs to preserve or restore the site to its former condition hswe not been inc LxW.These services will be provided and ctteiged to the client if diem agrees to pay the company the axis of Owyn. C.Stsevioes:Servicm shad be provided by"company in a timetty,wMirnar alike and professional rrta;aa WW at the pries and In the manner propowd- Ways or modifications to the proposed Scope of mvices as dire-,ted by the client or auftrizeid third parties may result in additional ovA payable by the client. No claims will be brought against the company by the client or third patill" untew all retommendatieons prtyvkted,tests&inspections affeiosd have been followed.In cases whale the company may obtain samples of rooiing or eatfear building materials, the emnpaany may provide tompmry patches- The client agrees to provide pe►rianBnt pa"as and also agrees to hold the compehy harmless for m)y and all damagim to tl,>a3 roof, building and its contents which may arise prior to or during the permanent repair's.Unless otherMse egrreed Wl samples will be disposed Of upon ompfastion of testing.The company shall not be responsible for sny esvaluation or reporting concerning project alte health&satiety. D.Clienre Duties:Client shall naotify ttte company of any known or suspected hazardous materials,utilities or uandmgroemd stotge lanky at the project site. Unless Specifically assuntod the responsibility for locating Subsurface UirlliteM,COP,is tt=clients vvtm agrees to defend,indernntfy and hW harmless the company from all costs,eda ma,laxssm and a xpa*es which may result from providing the services. Client will ba invoiced on a monthly basis for the services provided and ogre"to pay the Invoices within thirty(30)days, Client furthar agreas to pay Interest on airy past amounts at ttaaa eAte of 18% per year on a monthly b;ssis-Client agrees to pay ail court and attorney Ws newmary if the account Is delinquent.The company shall not be bound by rekmeg or waiver of rights if any account is past due,sixty(W)days or more. If any account For swviom Is past due or if client Wt3a to make payments within trio lerms proposed, the client siWl two granted a release to the compainy 0"any and all known or unknown drums In tort or contract. E.Warranty:'The companywill provide the proposed terviots in accord with fate propose and these gem mriditions and with gomrally accepted engineering principles and practices at the time of the services provided. Serviexs will be provided with the degroe of care and pWice customtarlly in use at the tifrre by members of its pmfemlon. No other warranties,assurances or representation4 irripliead or expregsed are made. Should ale eoaWny or its empivywa be found to have been noglfgent in Me pe nbrmanca of aaw sendoes in any trRafslier the maximum aamcumt ofHabW shall Ore frmOd to$26,Od0_00 or the Wai off+ whk never is Me gmaw. Ms hintlaWn oaf cwtonid to the d h5rM as YmY as any attrearparf dsa In atha fimff the clierit dt� iros fibs company to assame a greater 6eA IRW tho company upon wr3ten no0oation may Acreafse the liability emit for a tee to tw negotiated. Th r&r itot a charge for insurarwo but Increased considolaffon to induce the immpeny to assumo groeforllablRy.Subject to the above the company agrees to indemnify and hold harmless the client from claims, suits aced esxperms arising out of the negtigent performance sot itte C mpWles worts. Client Stuart provide Ike indemnifie scion to the compstrty. Sha Ad the client or any fhfrd pwW thing stilt,claim or nation ajalnsi the company and should the company pt+atrall the cats of defense and inves0gation shaft be Wrnburased the company hwn the pelt bringing Me action- F.Hazardous Materials;The armpany by performing theme swvirn-.--.dogs not assume it aMuirim the status of an owner,gereratnr, transporter or st;omr of materials as would be defined In RCRA or other FWe+al. State or local statutes.Client assumes full responsibility for compliance with these or likes statutes. 0.Tnrear>ti maftoar:Elttacr party can terminate this m etmeent upon vnitten anotiflcetivn-The company SW be paid Wall services provided. K Agrowneht The pmposW and this general conditions constihfts the"re agteemaint.In the event any of the provisions arse found unertforomble the remaining provisions shall remain in form. 10/15/2005 15:26 5857862655 MUCHER ERECTSRS,INC. PAGE 01 �UGWER WARSAVW 7%-M 14 MUCHER ERECTORS, INC. 38 DUNCAN STREET EXT. WARSAW, NEW YORK 14569 (585)786-8114 FAX(585) 786-2665 October 6, 2005 David Hatin, Director of Building and Code Enforcement Town of Queensbury 742 Bay Rd Queensbury, NY 12804-5902 516-761-8253 Fax. 518-745-4437 Re-.'Outback Steakhouse Dear Mr. Hatin: Mucher Erectors, Inc..has recently been contracted to complete the General Construction for the Outback Steakhouse in Queensbury, NY. The sprinkler system , hood system, ansul system and'-fire alarm system drawings for approval will be forthcoming. As requested we have attached a copy of the agreement from Evergreen Testing and Environmental. We anticipate starting construction on or about the October 24 , 2005.We are responsible for the Building portion of this contract and the property owner is responsible for developing the site. Please do not hesitate to call if you need any additional information from us in order to finalize the Building permit. Sincerely yours, Michael J. Stockslader Project Manager XC: Brian Bulgreen , OSI 813-349-9162 evergreen TESTING.& ENVIRONMENTAL SERVICES, INC. 594 Broadway-Watervliet, NY 12189 Ph: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Queensbury Outback Steakhouse CLIENT: Mucher Erectors REPORT NO:05-170-1108 CONTRACTOR: J &O Concrete CONCRETE SUPPLIER: Cranesville DATE: 11-8-05 LOCATION: Perimeter Footing JOB NO:.ETE-05-170 TIME WATER (GALLONS) Load Ticket Truck Cubic o Slump Air /o Conc. Mix No. No. No. No. Yards Batched Start . Empty Agg. Added: Total Design (m) Temp Air Temp. Set NO. Plant Total Remarks +Field 1 1802836 147 9.5 1312 1345 1402 10 5.50 54 3.6 68 C30R321 Set 1 (6 Cyls) 2 1082837 413 9.5 1405 1425 1447 30 4.0 54 5.5 68 C30R321 3 1802838 .469 9.0 1425 1450 1510 1 10 1 3.75 53 1 6.2 68 C30R321 COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(PSI) Tested By: JS AS RECEIVED Field Results Reported To: 1 8716 11-9-05 11-15-05 149.0 7 1770 Mike Mann /Mucher 8777 12-6-05 148.5 28 Transported By: JS 8778 12-6-05 149.8 28 Remarks: Mike Mann moved 8779 148.5 H ,a cylinder 1 hour after 8780 Damaged 8781 Damaged casting Weather: Clear, Mild Specification Requirements at 28 Days: 3K Submitted By: EVERGREEN TESTING & ENVIRONMENTAL SERVICES, INC. evergreen TESTING &ENVIRONMENTAL SERVICES, INC. 594 Broadway-Watervliet, NY 12189 Ph: 51872.66-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Queensbury Outback Steakhouse CLIENT: Mucher Erectors REPORT NO:05-170-1108 CONTRACTOR: J &O Concrete CONCRETE SUPPLIER: Cranesville DATE: 11-8-05 LOCATION: Perimeter Footing JOB NO: ETE-05-170 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched, Start Empty Agg. Added: Total Design (in) Temp Air Temp. Set No. Plant Total Remarks +Field 1 1802836 147 9.5 1312 1345 1402 10 5.50 54 3.6 68 C30R321 Set 1 (6 Cyls) 2 1082837 413 9.5 1405 1425 1,447 30 4.0 54 5.5 68 C30R321 3 1 1802838 4691 9.0 1425 1450 1510 10 3.75 53 6.2 68 C30R321 COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNITWT. AGE COMPRESSIVE Tested By: JS NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(PSI). AS RECEIVED Field.Results Reported To: 1 8776 11-9-05 11-15-05 149.0 7 1770 Mike Mann/Mucher 8777 12-6-05 148.5 28 3480 Transported By: JS 8778 12-6-05 149.8 28 3420 8779 148.5 Remarks: Mike Mann moved 8780 Damaged a cylinder 1 hour after 8781 Damaged casting Weather: Clear, Mild Specification Requirements-at 28 Days: 3K Submitted By: EVERGREEN TESTING & ENVIRONMENTAL SERVICES, INC. - evergreen TESTING &ENVIRONMENTAL SERVICES, INC. 594 Broadway-Watervliet, NY 12189 Ph: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Queensbury Outback Steakhouse CLIENT: Mucher Erectors REPORT NO:05-170-1111 CONTRACTOR: J & O Concrete CONCRETE SUPPLIER: Cranesville DATE: 11-11-05 LOCATION: Perimeter foundation walls JOB NO: ETE-05-170 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (m) Temp Air Temp. Set No. Plant Total Remarks +Field 3 1802901 154 10 1345 1400 1445 4.0 41 7.4 67 C40R602 Set 1 (6 Cyls) . COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: JS NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(PSI) AS RECEIVED Field Results Reported To: 1 8970 11-14-05 11-18-05 146.0 7 2850 Mike Nann 8971 11-18-05 146.5 7 2760 Transported By: JS 8972 12-9-05 146.0 28 Remarks: 8973 12-9-05 146.2 28 8974 146.0 H Weather: Clear and Cool 8975 146.5 H Specification Requirements at 28 Days: 3.5 K Submitted By: EVERGREEN TESTING & ENVIRONMENTAL SERVICES, INC. s =� evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway-Watervliet, NY 12189 Ph: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Queensbury Outback Steakhouse CLIENT: Mucher Erectors REPORT NO:05-170-1115 CONTRACTOR: J &O Concrete CONCRETE SUPPLIER: Cranesville DATE: 11-15-05 LOCATION: Porch footings along east side of building JOB NO: ETE-05-170 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (in) Temp Air Temp. Set No. Plant Total Remarks +Field 1 1802944 412 8.5 1140 1155 1230 10 5.0 54 6.3 68 C40R602 Set 1 (6 Cyls) COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: .JS NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(PSI) AS RECEIVED Field Results Reported To: 1 9105 11-17-05 11-22-05 147.2 7 3190 J. O. foreman at site T 9106 11-22-05 148.0 7 3120 Transported By: JS 9107 12-13-05 147.5 28 Remarks: Hot water winter 9108 12-13-05 148.0 28 mix 9109 147.7 H Weather: Rain 9110 147.7 H Specification Requirements at 28 Days: 4K Submitted By: EVERGREEN TESTING & ENVIRONMENTAL SERVICES, INC. Commercial Final Inspection 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: 6/4 _ PERMIT#: C7 /� LOCATION: DATE: COMMENTS: Y N NA Chimney/"B"Verrt/Direct Vent Location Plumbing Vent Through Roof 6"/.Roof Complete Exterior Finish/Grade Complete 6"in 10' or E uivalent 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 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. I10 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 %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 Handica ed Bath/Parking Lot Si na e d 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 re � ��� S" ti4 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 l..v IDS"r,� ��, e fool Oka To Issue Temp. or Permanent C/O C• Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. 4 Town of Queensbury _ 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: , Lob, Time: Phone: (518) 761-8206 Business Name: bu ta(/G `2� 51- Fax: (518) 745-4437 Location: Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher Hydro extin uisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island •le, Hood Installation Interior Finishes Storage 2i Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste / CO Vehicle Impact Protection ` Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) ❑ Denied ❑ Call for Recheck I n s p e c f c1 By: L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Commercial Final Inspection 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:2/1. NAME: 1 - �E.l� _ PERMIT#: `OS A LOCATION: DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks _ Interior/Exterior 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 '/z doors > 10%> 1000 s .ft. 3/a 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 Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler �C Ieue s ruc/�r 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 Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. r'C70 Town of Queensbury Bay Road Qu Queensbury,NY 12804 Scheduled Inspection Date: Time: Phone: (518) 761-8206 Business Name: 06 eejc Fax: (518) 745-4437 Location: Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge . AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun �^ Inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island Hood Installation Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan ❑ Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) Denied ❑ Call for Recheck Inspected y: L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc 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: Time: _ Phone: (518) 761-8206 Business Name: Fax: (518) 745-4437 Location: Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island Hood Installation Interior Finishes Stora e Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan ❑ Approved (If no other approvals apply,the B&C Office AtheC �zDenied ❑ Call for Recheck Inspected By: L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Inspection for Permit to occupy Fire Marshal's Office Request Rec'd Permit No. 05 - CB ko- Town of Queensbury 742 Bay Road �I ©t) O Queensbury,NY 12804 Scheduled Inspection Date: Time: Phone: (518) 761-8206 Business Name: Fax: (518) 745-4437 Location: Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge P y q AISLES: `S Main Aisle Width W U 1 I i2��� � Secondary Aisle Width �} EXIT SIGNAGE Si n-normal Sign-bane TRUSS ID SIGNAGE ✓ {A-IC� � �'�`'�� EMERGENCY LIGHTING 3� Vcl f j "v-c,'uu— CJF FIRE EXTINGUISHER: Hun Inspection of extinguisher \ Hydro extinguisher C t } v Cr FIRE ALARM SYSTEM / �t Fan Shutdown Fire Sprinkler System CLIJ Fire Suppression-kitchen Fire Suppression-Gas Island 1/ Hood Installation 4 r ` S Interior Finishes Stora e Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan ❑ Approved (If no other approvals apply,the B&C Office will issu th Cer ifi ate of Occupcu -q- Denied ❑ Call for Recheck Inspected By: L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection re t ceiv d: 1 Queensbury Building&Code Enforcement Arrive: �-;a Depart: '��n� 742 Bay Road, Queensbury,NY 12804 Inspector's Initi NAME: o C _ PERMI WO — t9 I { LOCATION: Rb,)J-Eq DAT�.': COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Locationv�c� 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. / to Risers 7" Treads 11" R ibE 1=POM Vestibules For Exit doors>30 sq. t. PPkJ t �G T"o ToP OF C-OFb All Doors 36 in. w/Lever Handles/Panic Hardware,if required 16 -7 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 %z doors > 10%> 1000 s .ft. '/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 ,LL Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" �j1PItJ�7FjR� P�CC ) Smoke Vents Or Fan, if re uired Fib i��Q 6 5v� Elevator Operation and Signa e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets. �/ Handicapped Bath/Parkin Lot Si na e t F1�OtCR C� P9R�1 -)( Public Toilet Room Handica a ccessible QR*1 L-)G A iG , Handicapped Service Counters, 4 in. Checkout 36" Q Handicapped Ramp/Handrails Cont ous/12 in.Beyond[ of es Active Listening System and Signage Assembly Space Final Electrical V Pf m-!1 P� Site Plan/Variance required 7 Rbm f a- �Fo i� 6TP 6�t Final Survey,New Structure/Flood Plain certification,if req. O T Ro�D CL k As-built Septic System Layout Required or On File F.t N)N-- Building, t,YJbpt Number or Tenant Address on Building or Driveway IF-` 111L- 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&CodesUnspection Forms\Commercial Final Inspection Report.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date InspV- ( r�epart. Queensbury Building&Code Enforcement Arrive: � °, a 1 742 Bay Road, Queensbury,NY 12804 Inspector' NAME: P (� j—�9. (o LOCATION: �} D COMMENTS: ChimneyNA/"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.LStep Risers 7"/Treads I I" PAi)1 OG \ Vestibules For Exit doors>3000 sq. ft. _ All Doors 36 in.w/Lever Handles/Panic Hardware,if required ��D�. c'r 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 OkaL���i� 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 '/z doors > 10%> 1000 s .ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceflin to in 3 000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(hA 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 p Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible NVV�F_ c cJUL i-Handicap2ed Service Counters, 34 in., Checkout 36" T � andicap ed Ram Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space 7 zq2 Final Electrical Site Plan/Variance required Final Surve ew Structure/Flood Plain certification, if reg. j\�..C3y�� As- ui t eptic System Layout Required or On File C=1tJ�.1. � F�-mil Off Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Oka To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Inspection for Permit to Occupy Fire Marshals Office Request Rec'd Permit No. Town of Queensbury Bay Road Qu �� � �Queensbury,NY 12804 Scheduled Inspection Date: Time: Phone: (518) 761-8206 Business Name (��� Fax: (518) 745-4437 Location: t' / Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island Hood Installation Interior Finishes NX Storage X Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wirin Enclosed Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan ❑ Approved (If no other approvals apply,the B&C Office wil iss e th ertificate of Occupancy) � Denied ❑ Call for Recheck Inspected By: L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: ! am/pm Depart: anWm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: CRPERMIT #: c�-)Oo5-- LOCATION: INSPECT ON: TYPE OF STRUCTURE: l_ PVC: R-1,R-2,R-3,R4 Drain/Vents N N/A Cast I", Copper Drain/Vent/ Comm. Plwami6ingVent/Vents in Place ou h Plumbin /Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper, CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: �) „ , j /�/' �' / �/IJ�GII���`' ��7��� /t/� (.i cJLTIiILe L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November l7,2003 3 u f( p'— Rough Plumbing / Insulation Inspection Report,; Office No. (518) 761-8256 Date Inspection recpe ve `- s�/G6/ Queensbury Building & Code Enforcement Arrive: ^V, I -part: a ,pm 742 Bay Road, Queensbury, NY 12804 Inspector's Init' Is: — NAME: U'"A cl V, P0 LJ S PE IT #: Zvo LOCATION: q-� ( 5 T'A-T F:- INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 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 Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape LAPam Whiting\Building&Codes\lnspection Forms�Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date In ection re o,, e t re;, - - Queensbury Building&Code Enforcement Arrive: m� A part: am/ 742 Bay Road, Queensbury,NY 12804 Inspe;t 1r's Init' ls� ! NAME: d 1�T Ba PERMIT#: `�� �-A,I � LOCATION: __ -�y-[� INSPECT ON: TYPE OF STRUC URE: Y _ N/A COMMENTS Framing Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging j Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 2 w) 16 gauge(8) 16D nails each side Draft stopping 1-,000 sq. ft. floor trusses Anchor Bolts 6 ft:i 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 %2 inch or 5/8 inch Type X Garage side 5/8-inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Tns �Ii reqwl - NAME: ' d: Queensbury Building&Code Enforcement Arrive: a}. part: ; �� am/pm 742 Bay Road, Queensbury,NY 12804 Inspecto�i�s tials:('�k1Ti��ad) PERMIT 7 MS�:61to LOCATION: RC) NTF 9 INSPECT ON: `3—7--7.—fir} TYPE OF STRUCTURE: Y N N/A COMMENTSFraming Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers I j!kick Posts/Main Beams V Exterior sheeting nailed properly j 12"O.C. I Headroom 6 ft. 8 in. f Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls i Metal Strapping for Notches Top Plate i 1 %z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses i Anchor Bolts 6 ft. or less on center i Ice and water shield 24 inches from wall i 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 ''/z inch or 5/8 inch Type X Garage side 5/8 iri'n T ype X Ceiling/wall j Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) i 5.7 sf above/below grade 5.0 sf grade Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reques r c ive Queensbury Building & Code Enforcement Arrive: m part: �, 742 Bay Road, Queensbury, NY 12804 Inspector's IN ' r ° 4 NAME: PERMI, #: -- LOCATION: INSPECT ON: TYPE OF STRUCTURE: P=E8Ty%W1kfyT Y N N/A Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 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 Insulati Residential Check/ Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace _ Duct work sealed properly / No duct toe COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection R o Office No. (518) 761-8256 Date Inspection re est ce* ed: Queensbury Building&Code Enforcement Arrive: kc- p epart: ::=t7C a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: 0- PERMIT#: LOCATION: u INSPECT ON: 7-- TYPE OF STRUCTURE: Y N N/A COMMENTS Attic Access 22"x 30" minimum Jack Studs/Headers Lu )DEF N\%Ak)'5A\ � Bracing/Bridging ��� C,�7 �1 11� -Lc)\Iv\ Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice 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 '/z 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 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspejion requ t reee�ve Queensbury Building&Code Enforcement Arrive. art: - n 742 Bay Road, Queensbury,NY 12804 Inspector's Ini s: _ - NAME: _ PERMIT #: , LOCATION: C" <Z , INSPECT ON: TYPE OF STRUCTURE: PVC: R-1, R-2,R-3,R4 Drain/Vents Y N N/A Cast Iron, Copper Drain/Vent/ Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates I % inch min. Drain Size Washing Machine Drain 2 inch min. (lead or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Coo r Commercial �cer, CPVC,Pex One and Two-Famil '\ nsulation/Residential Check/ Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: CA LASueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reques a ed: _ Queensbury Building &Code Enforcement Arrive: = , D art: v P mr pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: �n' aC� RMIT #: Zoc�S LOCATION: _Rot ' INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 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 it/ Head - -- -- - -- 50 P.S.I for 15 minutes Insulation / Residential Check / Commercial Check tJ0 9-q- � Pro er Vent Attic Vent uJsR�L Duct/ Hot Water Piping Insulation M A 10 If required unheated spaces - Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing/ Firestopping Inspection Report i Office No. (518) 761-8256 Date;Inspection re q est cei��d Queensbury Building&Code Enforcement Arrive: arct: a 742 Bay Road, Queensbury,NY 12804 Inspector's Initia+s• NAME: PERMIT#: LOCATION: , INSPECT ON: —O 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 a Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls _ Metal Strapping for Notches Top Plate �'�� ���" '�✓ 1 %z(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 re all 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 's/z 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 Dough Plumbing / Insulation Inspecti® Report Office No. (518) 761-8256 Date Inspection re est rec iv d: Queensbury Building&Code Enforcement Arrive: am/pm D art: a p 742 Bay Road, Queensbury,NY 12804 Inspector's I 'tia . NAME: ,� U ERMIT #: os- LOCATION:- r INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/ Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change-of direction--- - _ - Water Supply Piping Cooper Commercial er, CPVC,Pex One and T nsulation/Residential Check/ ommercial C ie& l uz� A LV7 "ice Proper Vy,-ent,Attic Vent D Hot Water Piping Insulation If required unheated spaces F-�- Combustion Air Supply for Furnace Duct work sealed properly/No duct toe COMMENTS: LASueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re ceive Queensbury Building & Code Enforcement Arrive: a m 742 Bay Road, Queensbury, NY 12804 Inspector's Initips, NAME: Q� �C �'!1IGlw'� 1 PERMIT #: LOCATION: " 3 INSPECT ON: _a (� TYPE OF STRUCTURE: Y N NSA Rou h Plumbing / aikPlates en / Vents in Place `s 1 1/2 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 P upply Pie. 15 minute I ion / oal Check / Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Z— , 0 o�)-6 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque e e ° Queensbury Building & Code Enforcement Arrive: e -rt: a 742 Bay Road, Queensbury, NY 12804 Inspector's Ini NA ME: �- ,a'9'-PE M #: LOCATION: oU INSPECT ON: _ TYPE OF STRUCTURE: y �� �0 ou h Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washinq Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction vJ � Pressure Test / Drain / Vent Air /I ad 5'l�.S. above highest connection for,1-5 m ni u ressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes Insulation / Residential Check / Commercial Check Proper Vent Attic Vent Du t / Hot Water Piping Insulation N required unheated spaces ombustion Air Supply for Furnace Duct work sealed properly / No duct toe COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / InsulAtion Inspection Report Office No. (518) 761-8256 Date Inspection requ rec ve . Queensbury Building & Code Enforcement Arrive: m/p rt: ar� 742 Bay Road, Queensbury, NY 12804 Inspector's Initi NAME: ` ' PE T y#: LSl LOCATION: INSPECT ON: TYPE OF STRUCTURE: 9-� Y N N/A Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 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 Insulatio / idential Check/ Commercial Check , Pro e t Attic Vent V Hot Water Piping Insulation required unheated spaces Co bustion Air Supply for Furnace ct work sealed Drpnorly / No duct toe AC---.. COMMENTS: LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection r est re e. ed: Queensbury Building&Code Enforcement Arrive: D p a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initia . NAME: PERMIT#: as' LOCATION: { ; INSPECT ON: �] TYPE OF STRUCTURE: / Y N N/A COMMENTS raming Attic Access 22"x 30"minimum Jack Studs/Headers ;W Bracing/Bridging ,;i�������' Joist hangers Jack Posts/Main Beams U> Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z(w) 16 gauge(8) 16D nails each side r— Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center J 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 1/z 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 Foundation Inspection Report Office No. (518)761-8256 Date Ins ctio re s rec ve / 0 / Queensbury Building &Code Enforcement Arrive: 1, A Depart: . a z 742 Bay Rd., Queensbury, NY 12804 Inspector's Ini NAME: l/(, ��'V E IT#: � �� ►P�S� LOCATION: SPECT ON: TYPE OF STRUC URE: 1 ltetj �� 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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 er Slab PVC/ ast/Copper undation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.(:odes.Inspection.FORNISTFoundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request v Queensbury Building &Code Enforcement Arrive: a p epart: A an p 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia s• _ NAME: �U PERMIT#: _6 S l LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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 ing Under Slab PVC ast/Copper oundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Bi4] ing.Codes,Inspection.FORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report \V Office No. (518) 761-8256 Date Ins ection req e Queensbury Building &Code Enforcement Arrive: p f Depart: a pn 742 Bay Rd., Queensbury,NY 12804 Inspector s InI 1 NAME: O c ERMIT#: v LOCATION: SPECT ON: %TES TYPE OF STRUCTURE: Comments _ Y N N/A Footings Piers Monolithic Slab Reinforcement in Pace The contractor is responsible for providing protection from fieezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/ Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backf ll Approval bi g Und lab VC st/Copper ndation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Buil ding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No.(518) 761-8256 Date Inspection reque eiv d: Queensbury Building&Code Enforcement Arrive: �� aI Depart: t m 742 Bay Rd., Queensbury,NY 12804 Inspector's Init s: NAME: C- I�f 1 CL(} Q, IT#: C)5- (J�7 LOCATION: _ PECT ON: —_ TYPE OF STRUCTURE Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of p4oncrete, aterials for this purpose on site. oundation/Wallpour < Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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:\SucHemingway\BuiIding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-82.56 Date Inspection re ue r c 'ved: Queensbury Building&Code Enforcement Arrive: a �/" Depart: A a pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia s: e NAME: (tr�l ERMIT#: -- LOCATION: ,�v _ SPECT ON: uc� TYPE OF STRUCTURE: / Comments �U F cgs Piers Monolithic Slab _ Reinforcement in Place The contractor is responsible for providing protection from freezing LA for 48 hours following the placement - - of the concrete. �� Materials for this pu_pr ose on site. Foundation/Wallpour Reinforcement in Place Foundation Darnpproofing Foundation/Waterproofing Type of Dampproofing/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. LASucHcmingway\Building.Codes.Inspection.FO RMSToundati on Inspection Report.doe January 28,2003 Foundation Inspection Report Office No. (518) 761-82.56 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: anvpm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: _ _Ov &'Y PERMIT#: LOCATION: _ INTSPECT ON: TYPE. OF STRUCTURE: Comments Y N N/A // fL Footings — 6,04 Pe- ,`" T Piers -- FA(r7 Monolithic Slab e�/ L Reinforcement in Place 4 4" /� t,�r�, y The contractor is responsible for �' L, �" '/ providing protection from freezing Ud. for 48 hours following the placement of the concrete. Materials for this pu.Tgs( on site,— Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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. LASucHcmingway\Building.Codes.InspectionTO WSW oundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 3'3u am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: it NAME: PER #: os J LOCATION: _ INSPECT ON: n'— TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hou>fellowing the placement of the c Crete. M 1als for this puI o e on site.. ndation/Wallpour ��.4(%Jod Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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. LASueHcmingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection rec .es' t retie v Queensbury Building&Code Enforcement Arrive: al p ;' r Depart: a 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial . NAME: L PikWIT#: _O's 1 ( n LOCATION: _ INSPECT ON: TYPE. OF STRUCTURE: Comments _ _----- __ Y N N/A ootings 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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:\SueHemingway\Building.Codes.Inspection.FORMS\foundation Inspecdon Report.doe January 28,2003