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2004-664 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: P20040664 Date Issued: Monday, September 26, 2005 This is to certify that work requested to be done as shown by Permit Number P20040664 has been completed. Tax Map Number: 523400-296-011-0001-042-000-0000 Location: 543 BAY Rd Owner: ARCANGELA BANNON Applicant: ARCANGELA BANNON This structure may be occupied as a: Commercial Addition 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 Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSB.URY 742 Bay Road,Queensbiiiy,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040664 Application Number: A20040664 Tax Map No: 523400-296-011-0001-042-000-0000 Permission is hereby grained to: ARC;ANCTFLA BANNON For property located at: 543 BAY 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. j '' 'Tie of Construction Value Owner Address: ARCANGELA BANNON 543 BAY Rd Commercial Addition $80,000.00 Total Value $80,000.00 QUEENSBURY,'NY 12804 Contractor or Builder's Name /Address ;! ; i, i ,Electrical Inspection Agency i it Plans&Specifications 2004-664 900 SQ FT COMMERCIAL ADDITION . + $126.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, September 30, 2005 (If a longer period is required,an application for an extension rinist be made to the code Enforcement Officer of the Town of Queensbury before the expiration date. Dated at the T wn of Que sbury; day, tptember 30, 2004 SIGNED B A id for the Town of Queensbury. Director of Build, lfig& e Enforcement Building Perron Applitatiou Town of Queensbury-Dept of Community Development,742 Bay Road,Quednsbury,NY ( 18)761.8256 A permit must be obtained before beginning construction. Permit File No. rid' No spection will be made until applicant has received a Feo paid $ -'Div valid building permit. All applicants' spaces on this Roc.Fee Paid $ application mustbe completed and must appear on the Reviewed By: Applidation form. .:7; /)AV1 v 6a9NA/6n/ 41) Applicant: iAR AI&6i-A BAMAI V Owner: RPCAil7� 1- 6A iZ.—V w Address: � C L 'MZS Address:,,,ta Phone#( ) ?. Phone#(, Ld').711- -,(z3 IrJ Property Location: Lot Number: ;�,/ House Number�-31 16A Y RD A A , Subd3visionName:B,QVLoao Q PRoEaLs .ALTax Map Number: :Z 94 ,, //; I - d1 Z. O FFt CES o New Building: residence_Lcomaiero1 ='Estimated Market Value of Construction_$ _fO, c Addition: residence/ ommerc if ah Addition,what will use of new addition be? o .Alteration: residence! commercial O Vo change to exterior sire: residence/com'1 ' d Other wcr'k(describe Check occupancylnformatlon V Floor 2 Floor Other floor Total Below sq.ft: sq.ft. eq.M Square Fact o Sin a*47 dwelling o Two PS&dwellin o Townhouse o Multifamily dwelling #of units �osioe 1 9 49 v a o o Mercaat3le o Msauf3aectutin 0 1 car detached MLO a 2 oar detached fmge a 3 car detached Z=Se a 1 car attached ggage a 2 oar attached gamge o . 3 car attached pMe ZOO 0 Storage building commercial EENSBURY o Storage building- 8UI ING resideatiat ; a O er What is the proposed height of the structure_._._Q_._feet 0 inches Will any second-baud or ungraded lumber be used? If so,for what? /1/0 Type of Heating System: electric/ oil / gas/wood / creed hDairbaseboard/other: Number ofFd�=kgg to be installed 0 Number of j'&*djj=to be installed_0 List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Nutnbor D NyC /4A,E'4mm7e)&1 io/ FiF . DAN 2 S6 F Z9tij ..�2 7.6 Ean� RM S s .Zt VagRso-V W GF I'5F,?-Ssd c') Mason e ug,F e CA IS 74AIAI 7 9,:2 -%3'r Electrician TN Z 18( iT E t_i� 2 7�13 /9 - Mwb -r ./fReaw-64A a/1vAfoA/ 7ViZ- 773 y 'LUNf3E,� SCv7rG'DP£<fDUSE 45 .YACo6/E RoAD "7Q3 —01114 pleat sign below after you have carelUy read the statement: To the best of my knowledge the statements contained in this 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 provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied ith,w whether specified or noted,and that such work is authorized by the owner; Further,it is understood that Vwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Adminiatrator,,o ector of Building attd-R—'odes,as As Balle arVev by a licensed surveyor;drawn to scale,showing actual location of all ne coastsuctio c� / Si ! I �'J$nature owners ownar's agents arohitect,contracto r DRAFT COPY (3121103) CHECKLIST NYS BUILDING CODE(BC) Building: _ NYS FIRE CODE(FC) NYS PLUMBING CODE(PC) Location: NYS MECHANICAL CODE (MC) NYS FUEL GAS CODE (FGC) Date: NYS ENERGY CODE (ECC) 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.E 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 17 �3 5 Type of Construction BC-Table 601 81 5V 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) BG-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 Note: * Non-separated occupancies impose the most restrictive requirements JAM Page 1 of 10 • V 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 � 3� 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 (calc.) BC-506 74 Height Modifications BC-504 73 12. Height&Area Summary: HtlArea 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-503A 29 (150'rule) �, ,� lie 908.5' 31 14. 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; JAM Page 2 of 10 No. Topic Code Page Required Actual Section No. or Allowed 15. Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 W/1` 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 Draft Stopping BC-716.3 108 16, Space 6W IZOB 25� Min. Rm. Dimensions j, 9- BC-1207.1 251 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 fcerno ,efs j�� 1o0q, Occupancy Load BC Table 1003.2.2.2 201 04 One Exit Permitted BC Table1005.2.2 224 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-1.004.3.1.1 221 Corridor Width BC-1004.3.2.2 221 Capacity of Exits (calc.). 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-1003.3.3.6 215 Handrails BC-1003.3.3.11 215 26C Mav gise 12-'t4k " 3 R- 1003.3A, a►s JAM Page 3 of 10 No Topic Code Page Required Actual Section No. or Allowed -� 21. Structural Snovw�oading—Ground BC Fig 1608.2 296 Snow Loading—Roof(calc.) 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 (calc.) BC-1609 297 Roof Walls Windows Seismic Loading (calc.) 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-1003.2.11 204 26. HC ACCESS Exempt Buildings BC-1104.4 238 Parking BC Table 1106.1 239 Route BC-1104.1 . 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 rBC-1704 379 Notes: 5 k1p L) -e K 4mhcts 64C qr*C1 JAM Page 4 of 10 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+2avaf FC-907.4.1 967.9 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 W sewmed3 29. Plumbing Code Fixture Count PC-Table 403.1 21 (: 11 hk Water S11ppIY Service Pipe Size _ PC-603 33 Fixture Pipe Size PC-603.1 33 Pipe Material PC-Table 605.4 36 Labor Law Art. 10-A UFPBC-904.6 12,340 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: JAM Page 5 of 10 `f No. Topic Code Page Required Actual Section No. or Allowed 30. Mechanical Code Ventilqtion Rates MC-Table 403.3 24 Propane Below Grade MC-502.8.10.1 31 Dryer Exhaust MG-504 33 Kitchen Exhaust MC-506 34 Kitchen Hoods MC-507 37 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. 503.5A 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 Page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW. 1. Area Increase Based Upon Frontage And Sprinkler Increase. Frontage'Increase: If= 10b(FIP-0.25)W = Answer in % 30 Note: If=75%when 4 sides accessible&water available Allowable Area: Aa=AtabJe+ (At,,,p x tf)+LAw 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) 1 = 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)(Pg. 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 S. 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. 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggregate floor area of not more than 113rd 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 fire 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 9 hr Are 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 Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection r uest e iv , Queensbury Building&Code Enforcement Arrive: am/ Depart: -a/pm 742 Bay Road, Queensbury,NY 12804 Inspector's In ' �J NAME: ` PERM I J' ` �(J j"� 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 Dandles/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 sq. 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 Handica ped 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 Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides rhea urface 20'wide Okay To Issue Tem r Permanent C/O Okay To Issue C/C Last printod 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Commercial.Final Inspection Report J l Office No.: (518) 761-8256 Date Inspection req st r ve v 16 Queensbury Building&Code Enforcement Arrive: a pm Depart: __4WZawAjm 742 Bay Road,Queensbury,NY 12804 Inspector's Initial NAME: % /t//1!l/,� PERMIT LOCATION: DATE: Z 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,—3 8 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. '/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 Zl y F F Handicapped Service Counters, 34 in., Checkout 36" .22 l Handicapped Ram /Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Z1 r � � .-1� i_Ci✓E Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File L("WEj Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide 00kay To Issue Temp. or Permanent C/O �^ Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\FamW\Building&Codes\Commercial Final Inspection Report.doc ��- Commercial Final Inspection Deport Office No.: (518)761-8256 Date Inspection requ eiv d: S Queensbury Building&Code Enforcement Arrive: °, a p Depart: 742 Bay Road,Queensbury,NY 12804 Inspector's Initia NAME: PERMIT o , LOCATION: /Z,) DATE: n 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 2U, Stair Handrail 34 in.—3 8 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)/Cano y or Equiv. Gas Valve Shut-off Exposed&Re ulator 18")Above Grade 111 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 Stoclaoom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 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 Handica ed Accessible Handicapped Service Counters, 34 in., Checkout 3611 Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signa e Assembly Space Final Electrical Site Plan/Variance required v /� Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler ;✓�^'` 'Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AMYL:\ParnW\Building&Codes\Commercial Final Inspection Report.doc Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received: Penmit# O9 CQ(o L/ INSPECTION ON: - cD 5 Name: n— a.01,14 4 vj `"r,�� AM PM ANYTIME Location: APPROVED - N/A 'YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE MAIN AISLE WIDTH, SECONDARY AISLE WIDTH ��[�-�'C 6, EXIT SIGN—NORMAL EXIT SIGN-BATTERY EMERGENCY LIGHTING FIRE,EXTINGUISHER HUNG FIRE EXTINGUISHER INSPECTION ` FIRE EXTINGUISHER HYDRO FIRE,ALARM SYSTEM FIRE ALARM-:-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.SIGNAGE—UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN CTHIS E K F R CO T OK INSPECTED BY COMDEV/CHRISJNVORDILETTERS2001/FIREMARS HALINSPECTIONREPORT11022001 WHITE—BUILDING DEPARTMENT COPY YELLOW—OCCUPANT COPY Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received: Permit# INSPECTION ON: Name: % AM PM ANYTIME Location: APFkIWVED N/A. YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH �✓�`a �� SECONDARY AISLE WIDTH 1 ` _ C- EXIT SIGN-NORMAL EXIT SIGN-BATTERY EMERGENCY LIGHTING C- ' FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER 4N,O C) INSPECTION FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN ��-� �.� I bc,, it `rCtr-VP,,, FIRE SUPPRESSION-GAS ISLAND r HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS�G�thCCcL CLEARANCE TO ELECTRICAL X ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS LL NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN OK THIS DATE OR ® OT ®I( ti INSPECTED BY COM DEV/C HRIS JNVVORD/LETTERS2001/F IRE M ARS HALI NS P ECTIO NRE PORT 11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY 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, Queensbuuryy,NY 12804 Inspector's Initials: ' NAME: PERMIT#:_c>)- �(�L4 LOCATION�'1 DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Com fete Exterior Finish Grade Complete 6"in 10' or.E uivalent Interior/Exterior Guardrails 42 in. Platform/Decks /nisG� 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. 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 Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" L��>-� { � d"',efJ 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 Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access Al _ ides by 20' /Driveable Surface 20' wide- Okay To Issu em '. `t Permanent C/O Okay To Issue Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: a Queensbury Building& Code Enforcement Arrive: am/1p�nn 'Depart: am/p 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:V ` NAME: l CCU VA O V%- - PERMIT #: LOCATION: j L LAID INSPECT ON: ' I 4—b TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2, R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/ Comm. Plumb' t/ iii Place C Nail Plates /z 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 pWperly/No duct tape COMMENTS: LASueHcmingway\Building.Codes.Inspection.FORM S\Rough Plumbing Insulation Repott.doc November 17,2003 l �i-7/2q QfKQ--1 Rough 'Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: /U y Queensbury Building&Code Enforcement Arrive: am/ epart: 3rur 742 Bay Road, Queensbury,NY 12804 Inspector's.Initials: '`t`'` , 's -W NAME: PERMIT #: IJ4- 44,11 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents apt Iron, Copper Drain/Vent/Comm. um6in _Vent/Vents in Place Rlbumbn' /Nail Plates 1 % inch min.Drain Size Washin ,.Machine Drain 2 inch min. ;�He 'd�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 Su 1 for Furnace Duct work sealed properly/No duct tape COMMENTS: /J w A. A 2c F Gu� U-5 �u (i--'- vL)T` �-LL �✓1 /c C—G�(��C� LASueHemingway\Building.Codes.Inspection.FORMS1Rough Plumbing Insulation Report.doe November 17,2003 11�-1 Rough Plumbing / Insulation Inspection Repor Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/p Depart: m/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:avz�. I NAME: PERMIT #: 0 Ll — 62 LOCATION: INSPECT ON: — C 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 Tj "Ro'u k Plumbari /Nail Plates W 1 i%z in h min.. Drain Size Was ing Machine Drain 2 inch min. ad or Air Supply Test Drain and Vents V 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 uct work sealed properly/No duct tape COMMENTS: LASueHemingway\l3uilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 L/ Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ D part: r am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: f:5A wvov PERMIT#: LOCATION: 6- _ - ® INSPECT ON: ni TYPE OF STRUCTURE: Y N N/A COMMENTS Framing 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 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 An .hor Bolts 6 ft. or less on center Ace and snow 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 LASueHemingway\Building.Codes.Inspecti on.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 POO Rough. Plumbing / Insulation Inspection Report ✓ Office No. (518) 761-8256 Date inspection request received: 6 Queensbury Building&Code Enforcement Arrive: am/p Depart: m/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: INSPECT ON: / 3 6 TYPE OF STRUCTURE: �-- Q Sn 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 R u h lu�nbin ;/Nail Plates /6/;7 1 % inc min. Drain Size Washing Machine Drain 2 inch nun. ead or Air Supply Test U Drain and Vents 5 PSI or 10 feet above highest — connection for 15 minutes Cleanout every 100 feet/change of direction ater Supply Piping Cooper Commercial Coo er,CPVC,Pex One and Two-Family Insu a /: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: LASueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: U +r Queensbury Building& Code Enforcement Arrive: am/ m epart:: m/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: /-?),tA} fV0 PERMIT#: tl LOCATION: INSPECT ON: / S v TYPE OF STRUCTURE: I Y IN N/A Fraining..,� COMMENTS 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Pre wall 2, 3, 4 hour * 'Eirestopping P� "Gi(1: OV o( c:A-D 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) Pp c�PC je VC�,J 5.7 sf above/below grade /, '� 5.0 sf grade hV C��u L:\SueHeminaway\Building.Codes.[nspection.FORMS\ ming Fu o D ction Report.doe January 28,2003 Ir U Ir Al /jo l A V� ✓ �- -5r k Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: �® Queensbury Building&Code Enforcement Arrive: am/ epart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: N" PERMIT#: LOCATION: VO4,i1 imp INSPECT ON: dy TYPE OF STRUCTURE: / Framing Y N N/A COMMENTS 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 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 snow shield 24 inches from wall Fire separation 1, 2, 3 hour F' all 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received:. rpm Queensbury Building & Code Enforcement Arrive: a _ De 3 part: 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: . PERMIT#: U LOCATION: _ INSPECT ON: ! `� TYPE OF STRUCTURE: Framing Y N i /A COMMENTS � 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 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 snow 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 LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspectio Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ n depart: m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: /�� NAME: PERMIT#: 01-/-- (� LOCATION: ( INSPECT ON: TYPE OF STR C RE: Y N N/a.aming COMMENTS Jack Studs/Headers / Kd V�� v �S ��✓C Bracing/Bridging �7��CC 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 snow 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 LASueHemingway\BuiIding.0 odes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-82.56 Date Inspection request receive . Queensbury Building&Code Enforcement Arrive: am/pm e rt: b am/pm 742 Bay Rd.; Queensbury,NY 12804 Inspector's Initials: - NAME: _ ^ PE I #: LOCA'TIUN: IN ON: TYPE OF STRUCTURE: Comments X 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: T 12 inch width 6 inches above footing it poly for wet areas under slab ackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulatio Interior Exterior R- Rough Grade 6 inch drop within 10 ft. LASuellemingway\Building.Codes.Inspection.PURMSII-oundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re est r 've Queensbury Building&Code Enforcement Arrive: nVpm Depart: "-�- ' pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Init al Zj NAME: _ 1C\ F,RMIT#: q op LOCATION: _ _ INSPECT ON: — L TYPE OF STRUCTURE: Comments ootuigs 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 pu_pr ose 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 Backfrll Approval Plumbing Under SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.PORMS\I-oundation Inspection Report.doc January 28,2003 SEISMIC REVIEVH SUMMARY PROJECT: LOCATION: ZIP CODE: /2 IR a ITEM Value BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 317 (default to site class D) j45 S Section 1615.1.1 316 S,(short period) p, .3 Z Figure 1615(1) 318 S, (9 second period) O Figure 1615(2) 319 F.(site coefficlent—short) /,�-3 . Table 1615.1.2(1) 320 F, (site coefficient-1 sec.) Table 1615.1.2(2) 320 S., (short period adjusted) Equation 16-16 317 S,,, (1 sec. period adjusted) ' 471, Z y 3 Equation 16-17 317 SD, (short period) 9, y9 Equation 16-18 320 Sp, (1 sec. period) 40, Equation 16-19 320 Seismic Use Group j' Table 1604.5 287 Seismic Design Category :G Table 1616.3(1) ' 324 (short period) Seismic Design Category G Table 1616.3(2) 324 (1 sec.period) SEISMIC DESIGN CATEGORY This category determines the (most severia of above two) design analysis and whether MEP systems must be braced. Analysis Procedure Used ��f',.,., j,�� ' 4/ Section 1616.6 326 - Building Components Subject To Section 1621 345 Seismic Design Requirements: �`'' f pa,�,/'o 5 Architectural 5 u g . C C (�+�y S Section 1621.1.1 & 345 Mechanical - /vq�,Go 5 p�� Ih Section 1621.1.6 347lp . Plumbing ... _ : - M o� e ditto - 347 Electrical ditto 347 SCHODER RIVERS ASSOC. PROJECT: Bannon Office Addition. SHEET: Cover Consulting Engineers, P.C. O 2315-2 Route 9N LOCATION: Queensbury, NY DATE: 9/28/2004 Lake George, NY 12845 BY: LC Phone: (518)668-2918 PC- 04-521 CHK: DWE Fax: 518 668-2919 Lateral Load Analysis TrussLoads.......................................................................1 Wind Loads.........:........ ..2 to 3 Seismic Loads (Does not Control).......................................... 4 to 5 Roof Diaphragm/Shear Wall................................................6 Roof Diaphragm Chord........................................................ 7 Truss Connection to Top/Bott:Plate.......................................8 Shear Wall End Reactions....................................................9 to 11 �tfe�l Fouz� rJ -( ' .r y.6 v tZ s - _. .... . _ .'ry Gh+w� . - -.. I ..ps F.�z 1� '_-1• �'.Q�r-....__— .__.._3-yes ---- . 0 .-------------------- CS 5 s 0�16.y 5' 5 —q•44 J U.g. ------'-- '------'---r--� --'- --�-- � ' ' � ' | ! ' ------�--'-- - -- ----' �' \--��/ �-�»~~� ��{r---'------------_-______ _ � . � - - ' - _ C,,� mad : - - � Z-----_----•-- -----------P-'-- ---• -------•----- yS� Z -G • : I • , 1 • : i I I I r _ . _..Fes.- - �-�-.� - ------- ---------_. ------- -- ---- ---- ------- ---- . -..______ I ' --_--yam 1!-�QM�q 1�Y i I I✓V� 1 I I -- ' SAS - SZ� --------•----- --- .._..------------------ -- , V - L/3 �I7 2 psT --__—_--------- --- �5�3\1J � --_ .--- ------- -----.._� — 2y —Z-7 - - =1 b. P7 --- -- O - 06)_ i •--- Bannon Office ` Date and Time: 9/27/04 1:45:36 PM MCE Parameters - Conterminous 48 States Zip Code - 12804. Central Latitude = 43.349572 Central Longitude = -073.677666 Data are based on the 0.10 deg grid set Period SA (sec) (%g) 0.2 034.2 Map Value, Soil Factor of 1.0 1.0 010.1 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 052.3 Soil Factor of 1.53 1.0 024.2 Soil Factor of 2.40 MCE Parameters - Conterminous 48 States Zip Code - 12804 Central Latitude = 43.349572 Central Longitude = -073.677666 Data are based on the 0.10 deg grid set Period SA (sec) (%g) 0.2 034.2 Map Value, Soil Factor of 1.0 1.0 010.1 Map Value, Soil Factor of 1.0 MCE SPECTRUM x SOIL FACTORS Fa = 1.53 Fv = 2.40 Period SA (sec) (%g) 0.000 020.9 0.4FaSs 0.093 052.3 To 0'200 052.3 T=0.2, FaSs r 0.465 052.3 Ts 0.500 048.6 0.600 040.5 0.700 034.7 0.800 030.4 0.900 027.0 1.000 024.3 T=1.0, FvS 1 1.100 022.1 1.200 020.3 1.300 018.7 1.400 017.4 1.500 016.2 1.600 015.2 1.700 014.3 1.800 013.5 1.900 012.8 2.000 012.2 : L� — -- — - --- —15---- _..--- -- ----------- --� --- 6. v • x a v &40 ��.g _ max,, sE�,--_Z��l_F-�-(iy�%�•�Z =-��'L�-�-�Y��,�e =�l -- �J � 1•�� " ' � � --- �/`!/ --...!.��—I�/)L-�/Q,.�.Uk__—f.V�__11J1��)-.-L/�.I�`2 ii �, —'_��I�Lc3rr.=l..—V�� 1t�°- 19 : lo.� a.1C ----�--3_ z �.—_a _�,�,�-�3,_G --�---=H�a,�;_ �,Q�,�,_,�:-5��--W�-�-- -� '3 ti 3°� ---��3�,_616�2 l o•5=2" 3ll -- , : i i , I i i i ---.. ------=----�sG-Q 9�-(-9 'I�—off�=�`a7'�_•��-'��__, � � �—, j 0 z I f i -To 179t ev 4, j,51 h • 7' -�j f,�tt'6f 1— _ �sd�-�j- ��•91) 9 • .a- (��d h�i1=��=�I�t (�sd-�:i=�_�,0,9•_,�- hzr 1(7— -7 , Ce7) ---- =--------- Vi •f ,A ?IZ�../ iif-- . ( U 7 d �R i ------ -----�� - f-a ,4 r c� ---------- --------- -- 41 - e z V Qtl -- - �- �---- - _- J - ---------- -- ---------------------------------------- WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Postwca WoddWorks®S[zer 2000 Sep.28,2004 14:49:04 COMPANY I PROJECT ANALYSIS RESULTS. LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self-weight of members has NOT been included<< Load I Type I Distribution I Magnitude I Location. I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Axial 285 (Eccentricity = 0.0 in) 2 Live Axial 1695 (Eccentricity = 0.0 in) LOAD COMBINATIONS:.ASCE 7-95 1: D only 2: D+L (D=dead L=live S=snow' W=wind I=impact C=construction) AXIAL, SHEAR and BENDING Values: ( +ve axial = tension ) (shear and bending are due to side loads only) Load I Axial I Shear@ I Bending@ I Span_Bending Combo I I bottom top I base I mag. loc. I [ lbs] I [ lbs] I [lbs-ft] I [lbs-ft] [ft] --------I----------I--------------------I----------I-------------------- 1 I -285 2 I -1980 COMPANY PROJECT /v �76 Woodworks SOFTWARE FOR WOOD DESIGN Sep.28,2004 14:49:02 Post.wwc Design Check Calculation Sheet LOADS: (lbs,psf,or plf) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? 1 Dead Axial 285 (Eccen ricity = 0.0 in 2 Live Axial - 1695 (Eccen ricit = 0.0 in MAXIMUM REACTIONS (Ibs)and BEARING LENGTHS : Cr g Lumber n-ply,S-P-F(S), No.2, 20",2-Plys pinned base,Loadface=depth(d)built-up fastener.nails Ke x Lb:1.20 x 0.00=0.00 Ift]Ke x Ld:1.20 x 9.00=10.80 Ift]repetitive factor applied where permitted(refer to online help)Load Combinations:ASCE 7-95 SECTION vs. DESIGN CODE NDS4997:(stress=psl,and In) Criterion lAnalysis Value Des i n Value Anal sis/Desi n Axial fc = 189 Fc' = 230 fc/Fc' = 0.82 Axial Bearing fg = 189 Fg' = 1220 fg/Fg' = 0.15 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fc' = 1000 1.00 1.00 1.00 1.15 (Cp = 0.200) 2 E' = 1.1 million 1.00 1.00 0 Fg' = 1220 1.00 1.00 2 Axial : LC# 2 = D+L, P = 1980 lbs Kf = 1.00 (D=dead L=1ive S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.BUILT-UP COLUMNS:nailed or bolted built-up columns shall conform to the provisions of NDS Clause 15.3. RUCINSKI HALL ARCHITECTURE Ronald.Richard Rucinski Ethan Peter Hall G� 627 Maple Avenue Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email rrr@nycap.rr.com ephall@nycap.rr.com Transmittal To: David Hatin—Town of Queensbury—Building and Code Enforcement From: Ethan Hall Date: 29 September, 2004 Re: Bannon Medical Office Addition Attached are 2 copies of revised drawings and one copy of structural load calculations for the above referenced project. These revisions are in response to your review letter dated 20 Sept. 2004. In regards to Item #4 in your letter there is no fire alarm system in the building. Please let me know.if-there are any additional questions. Xc: Connie Bannon (1MAttachments) CAACAMBannon[Dave and Connie]\Medical OfficeTaperworkUransmittal 29 Sept 2004.doc Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMchecl-EZ Software Version 3.0 Release 1 Data filename:C:\ACAD\Bannon[Dave and Connie]\Medical Office\Bannon.cck � � Section 1: Project Informationi� AEG 2 Project Name: J.David Bannon TO 72004 Bay Road,Queensbury,New York ro �Ul Ql Q pNSB(i �► Designer/Contractor: Rucski Hall Architecture CDOE 627 Maple Ave,Saratoga Springs,New York Document Author: Telephone: Date: Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Type: Addition Window/Wall Ratio: 0.12 Building Type Floor Area Office 900 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage,Component Certification,and Vapor Retarder Requirements [ ] I 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. [ ] 2. Windows, doors,and skylights certified as meeting leakage requirements. [ ] 3. Component R-values&U-factors labeled as certified. [ ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Stair,elevator.shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. [ ] 7. Recessed lighting fixtures are: (i)Type IC rated and sealed or gasketed;or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. , Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value U-Factor U-Factor Roof 1:All-Wood Joist/Rafter/Truss 900 38.0 0.0 0.028 0.051 Exterior Wall I:.Wood Frame,Any Spacing 720 21.0 . 0.0 0.062 0.074 Window 1:Wood Frame:Double Pane,Clear,SHGC 0.57 94 --- --- 0.480 0.520 Basement Wall 1: Solid Concrete or Masonry<=8" Furring:None,Wall Ht 3.8,Depth B.G.3.3 263 --- 10.0 0.088 0.098 Floor 1:Slab-On-Grade:Unheated,Vertical 4 ft.. 49 --- 10.0 --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 11%better than bode, 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 COM check-EZ Version 3.0 Release'l 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 specific ions are in compliance with this Code. Principal Envelope Designer-Name Signature Date Permit Number Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZSoftware Version 3.0 Release 1 Data filename:C:WCAD\Bannon[Dave and Connie]1Medical Office\Bannon.cck Section 1: Project Information Project Name: J.David Bannon Bay Road,Queensbury,New York Designer/Contractor: Rucinski Hall Architecture 627 Maple Ave,Saratoga Springs,New York Document Author: Telephone: Date: Section 2: General Information Building Use Description by: Whole Building Type Project Type: Addition Building Type Floor Area Office 900 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) 900 704 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.ft in buildings larger than 5,000 sq.ft. [ ] 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 COM check-EZ Version 3.0 Release 1 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 specifi ations are in compliance with this Code. Principal Lighting Designer-Name STgnature Date Lighting Application Worksheet New York State Energy Conservation Construction Code . COMcheck-EZ Software Version 3.0 Release 1 Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Building Type (ft21 (watts/ft2) (B x Cl Office 900 1 900 Total Allowed Watts= 900 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ #of Fixture ID Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. D x E 1 48"T8 32W/Electronic 3 8 88 704 Total Actual Watts= 704 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 900 Total Actual Watts= 704 Project Compliance= 196 Lighting PASSES: Design 22%better than code Permit Number Mechanical Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZSoftware Version 3.0 Release 1 Data filename:C:\ACAD\Bannon[Dave and Connie]\Medical Office\Bannon.cck Section 1: Project Information Project Name: J.David Bannon Bay Road,Queensbury,New York Designer/Contractor: Rucinski Hall Architecture 627 Maple Ave, Saratoga Springs,New York Document Author: Telephone: Date: Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Type: Addition Section 3: Mechanical Systems List Quanti1y System Type&Description 1 HVAC System 1: Heating:Central Furnace,Gas/Cooling:Field-Assembled DX System,Capacity<65 kBtu/h,Air-Cooled Condenser/Single Zone Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To:HVAC System 1 [ ] 1. Newly purchased heating equipment meets the heating efficiency requirements [ ] 2. Specified equipment consists of field-assembled components-efficiency documentation provided Generic Requirements: Must be met by all systems to which the requirement is applicable' [ ] 1. Load calculations per 1997 ASHRAE Fundamentals [ ] 2. Plant equipment and system capacity no greater than needed to meet loads -Exception: Standby equipment automatically off when primary system is operating -Exception:Multiple units controlled to sequence operation as a function of load [ ] 3. Minimum one temperature control device per system [ ] 4. Minimum one humidity control device per installed humidification/dehumidification system [ ] 5. Thermostatic controls has 5 deg.F deadband -Exception:Thermostats requiring manual changeover between heating and cooling [ ] 6. Automatic Controls: Setback to 55 deg.F(heat)and 85 deg.F.(cool);7-day clock, 2-hour occupant override, 10-hour backup -Exception:Continuously operating zones -Exception:2 kW demand or less,submit calculations [ ] 7. Automatic shut-off dampers on exhaust systems and supply systems.with airflow>3,000 cfin [ ] 8. Outside-air source for ventilation;system capable of reducing OSA to required minimum [ ] 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly -Exception:Ducts located within equipment -Exception:Ducts with interior and exterior temperature difference not exceeding 15 deg.F. [ ] 10. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts; UL 181A or 181B tapes and mastics -Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification [ ] 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [ ] 12. Hot water pipe insulation: 1 in.for pipes<=1.5 in.and 2 in.for pipes>1.5 in. Chilled water/refrigerant/brine pipe insulation: 1 in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in. Steam pipe insulation: 1.5 in.for pipes<=1.5 in.and 3 in.for pipes >1.5 in. -Exception:Piping within HVAC equipment -Exception: Fluid temperatures between 55 and 105 deg.F -Exception:Fluid not heated or cooled -Exception:Runouts<4 ft in length [ ] 13. Operation and maintenance manual provided to building owner [ ] 14. Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code requirements in CUM check-EZ Version 3.0 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. The design professional shall provide to the code enforcement official a written certification that the required HVAC tests, system balancing,etc.,have been performed and the system is operating as designed. The design professional shall retain copies of the test reports to be provided to the code enforcement official,if requested.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. /d'W'Z& 0"_ Principal Mechanical Designer-Name ' ature Date Mechanical Requirements Description New York State Energy Conservation Construction Code COMcheck-EZSoftware Version 3.0 Release 1 Data filename: C:WCAD\Bannon [Dave and Connie]1Medical Office\Bannon.cck The following list provides more detailed description of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 1. The specified heating equipment is covered by Federal minimum efficiency requirements.New equipment of this type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency. 2. The specified cooling system consists of field-assembled components.Documentation must be submitted showing the system meets New York State Energy Conservation Code equipment efficiency requirements for a comparable package equipment type and capacity range. Generic Requirements: Must be met by all systems to which the requirement is applicable 1. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. -Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. -Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degree F deadband(a range of temperature where no heating or cooling is provided). -Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. -Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. -Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h) or less. 7. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State. If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces(spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics,crawl spaces,unheated basements,and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c) When ducts are located within exterior components(e.g., floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. -Exception: Duct insulation is not required on ducts located within equipment. -Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degree F. 10. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181 B. -Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification. 11. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 12. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in.for pipes<=1 1/2-in.nominal diameter 2 in.for pipes>1 1/2-in.nominal diameter. Chilled water,refrigerant,and brine piping systems: 1 in. insulation for pipes<=1 1/2-in.nominal diameter 1 1/2 in. insulation for pipes>1 1/2-in.nominal diameter. Steam piping:. 1 1/2 in. insulation for pipes<=1 1/2-in.nominal diameter 3 in.insulation for pipes>1 1/2-in.nominal diameter. -Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment. -Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. -Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. -Exception: Pipe insulation is not required for runout piping not exceeding 4.ft in length and 1 in. in diameter between the control valve and HVAC coil. 13. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity(input and output)and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams, schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems, in programming commentsd) complete narrative of how each system is intended to operate. 14. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device.Acceptable balancing devices include adjustable dampers located within the ductwork,terminal devices,and supply air diffusers.