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2007-520 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Pen-nit Number. P20070520 Date Issued: Friday, January 18, 2008 This is to certify that work requested to be done as shown by Permit Number P20070520 has been completed. Location: 213 MEADOWBROOK Rd CAMP Tax Map Number. 523400-296-016-000 1-010-000-0000 Owner. ADIRONDACK GIRL SCOUTS Applicant: ADIRONDACK GIRL SCOUTS 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, Ilk Variance, or other issues and conditions as a result of approvals by the Director of Building&Code nforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070520 Application Number. A20070520 Tax Map No: 523400-296-016-0001-010-000-0000 Permission is hereby granted to: ADIRONDACK GIRL SCOUTS For property located at: 213 MEADOWBROOK Rd CAMP in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: ADIRONDACK GIRL SCOUTS 213 MEADOWBROOK Rd Commercial Addition $100,000.00 QUEENSBURY,NY 12804 Total vague $100,000.00 Contractor or Builders Name/Address Electrical Inspection Agency HILLTOP CONSTRUCTION 51 CROWLEY Rd HUDSON FALLS,NY 12839-0000 Plans &Specifications 2007-520 808 SQ FT ADDITION OF A SCREENED PORCH &BATHROOM $113.12 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday, October 15,2008 (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 Quee ury; �. Monday, October 15, 2007 SIGNED BY for the Town of Queensbury. Director of BuildhWQ1 Enforcement Permit No. r� Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 742 Bay Road,Queensbury,NY 12804 Recreation Fee Dave Hatin,Director codesQgueensburv.net Phone: (518)761-8256 FAX: (518)745-4437 Principal Structure Building Permit Application Application & Plans subject 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. ,( /1 Applicant/Builder M 1 c�C L 1 lb '1 Owner: C91)Z4se-0L-+ Address: C.2 Address: HsdA,5 i 5 N ) I n la b Home Phone: 9 R_0='3 ' Home Phone: Email Address: ,r� Email Address: Cell Phone: r c�-1 © Cell Phone: FAX Phone: `7 q K-G -i s- FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: �Name: Q t IMP_C�.i ,/ Address: sass <-' $6-i 4- pry /Phone/ .�`z�7��7/ L Location of proposed construction: Lot No. Legal Address:-�3 I' ludo�6roc, f<--iV�[ ►'_ Tax Map Number: Subdivision Name: I 1 q G C, Estimated Cost of Construction: $� Q, a re m-D o (C` 1� i (1 d�t � o%'l dc� 9X $ 1 � � n5cUA.le Proposed construction is for: Residential Use Commercial Use S�af Name of Business: 12d sc G ut t (a me TLC 7 x 1 o� 60 �nU- If proposed construction is an addition,what will use of new addition be? (� i"CJ� New Addition Alteration Proposed Construction V Floor 2nd floor Other Total Pr d structure (Occupancy Type) Sq.Ft. sq.ff. Sq.Ff. S uare fee I hf1 Ft.S in. Single-Family Dwelling Two-Fami Dwelling Townhouse Multifamily Dwelling Number of Units: � Office Mercantile Manufacturing other. u-0- Attached Garagb 1, 2, 3 Type of Heating System: Electric, Oil, Gas, Wood, Forced Hot Air, Baseboard, Other: If a fireplace and/or woodstove are being installed,please refer to a separate application. 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 provisions of the Building Codes,the Zoning Ordinance,and all other laws pertaining to the 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 ss v /for,drawn to scale,showing actual location of II npw constw lion. Date: O © U Applicant/Builder Signature: � tl[C�✓�:�T-� The application of Ctfi:.L. 4K=-N3C J —dpf6-d7 10 is hereby approved and permission granted for the construction,reconstruction or al ratio o u di d or�accessory structure as set forth above. Date:_ I1`1_I t�__Authorized Signature: tL:\Sue Hemingway\Building.Perrmitt..FO—RMS\Principal Structure Permit App ation.doc V:12/14/04 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: April 2005 COMMERCIAL&z 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 6 Truss I.D. 7 No.of Sleeping Units/Level BC-202 14&z No.of Units-Total 31 No.of Occupants BC-Table 1003.2.2.2 201 8 Covered Malls BC-402 33 Hi-Rise (75'Rule) BC-403 36 Atriums BC-404 37 9 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 Page I of 10 No. Topic Code Page Required Actual Section No. or Allowed 10 Heights&t 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 11 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 12. Frontage&r Sprinkler Credits Area Modifications(calc.) BC-506 74 Height Modifications BC-504 73 13. Height&t 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/Flr.x No.of Stories up to 3 maximum 14. Fire Apparatus Road FC-503.1 29 150'rule Hydrant Reg. FC 508.5 31 15. Exterior Walls Distance Separation's 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: Page 2 of 10 No. Topic Code Page Required Actual Section No. or Allowed 16. 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 Draft Stopping BC-716.3 108 17. Space Attic Accessory&zCrawl Space BC-1208 250 Min.Rm.Dimensions BC-1207.1 251 Min.CeilingHeight BC-1207.2 251 18. Ventilation Nat.or Mech. BC-1202.1 249 19. Light Nat.or Mech. BC-1204.1 250 20. Exits Remoteness BC-1004.2.2.1 218 Occupancy Load BC Table 1003.2.2.2 201 One Exit Permitted BC Table 1005.2.2 224 Stair Enclosure BC-1005.3.2 224 Emergency Egress BC-1009.1 235 Distance of Travel BC-Table 1004.2.4 220 Aisle Width BC-1004.3.1.1 221 Corridor Width BC-1004.3.2.2 221 Capacity of Exits(calc.) BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Table 1004.3.2.1 222 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 Cano ies over Exits 21. 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 both sides BC-1003.3.3.11 215 Guards BC 1003.3.2.12 205 Max Rise 12'with landings BC-1003.3.36 215 Platform top&z bottom of BC-1003.3.3.4 214 stairs Page 3 of 10 No. Topic Code Page Required Actual Section No. or Allowed 22. Structural Snow Loading-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 23. Interior Finishes BC-Table 803.4 161 24. Swimming Pools BC-3109 629 25. Sun Rooms BC Appendix 1 693 26. 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- BC-1003.2.11 204 Stairs 27. 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-1107.6.1.1 241 #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 Push/Pull entrances door ANSI-A117.1-1998 approach 28. SPECIAL INSPECTIONS BC-1704 379 Notes: Contacts for concrete and structural inspection Page 4 of 10 No. Topic Code Page Required Actual Section No. or Allowed ` ) 29. Fire Protection Equipment Central StationMonitoring FC-901.9 52 Sprinkler Systems FC-903 55 Other Extinguishing Syst. FC-904 59 Kitchen HoodExtinguisher FC-609.8 41 Standpipe Systems FC-905 62 Fire Extinguishers FC-906 64 Fire Alarm Systems&r SD FC-907.2 66 Fire Alarm Boxes&z Zones FC-907.4.1, 907.9 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 Basements FC-903.2.10.1 56 Fan Shutdown :_. 30. Plumbing Code Fixture Count PC-Table 403.1 21 Drinking Fountain,Service Sink Water Supply 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: Page 5 of 10 No. Topic Code Page Required Actual Section No. Or Allowed 31. Mechanical Code Ventilation 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 Kitchen Make-Up Air MC-508 39 Chimney Termination MC-Table 511.2 41 Air Plenums MC-602 47 Fire&z Smoke Dampers MC-607.5.1 52 Combustion Air MC-701 55 Confined Spaces-Def. MC-202 5 Fan Shutdown/Alarm MC-606.2 50 System 32. 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 33. 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 34. Special Inspections BC 1704 379 35. Sound Transmission BC 1206 251 ----� 36. Ice&r Snow Shield Reg. 37. No Reinforcing in Footings Notes: Page 6 of 10 4 LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW 1. Area Increase 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 Est water available Allowable Area: A, =Atable + (&table ) + (Atabke X IS)=Answer in Square Feet (BC-Pg. 74) 100 100 2. Exit Capacity Calculation (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 =0.7CeC,IPg=Flat Roof Snow Load Where: P f=Flat Roof Snow Load (Calculated Above,Answer in#k per SF) Ce=Exposure Factor (BC-Table 1608.3.1)(Pg.297) C, =Thermal Factor (BC-Table 1608.3.2)(Pg.297) I = Importance Factor (BC-Table 1604.5)(Pg.287) Pg=Ground Snow Load (BC-Fig.1608.2)(Pg. 296) Ps =C,Pf=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) Page 7 of 10 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 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 1/3`d of the area of the room of 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 1 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 plan 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 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. Page 9 of 10 s FIRE MARSHAL'S OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804 " Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW Adirondack Girl Scouts 2007-520 8/28/2007 I have completed review of the submitted plans and offer the following comments: 7szb.K 1) Truss ID signage to be provided at all entrances 17 2) Add (2) Combo-paks @ exits from porch 3) All exit doors from porch should swing out Pftonv Deputy Fire Marshal Gary K. Stillman 742 Bay Road Queensbury NY 12804 518 761 8206 firemarshal@queensbury.net Fi r e M a r s h a l 's O f f i c e - P h o n e: 518-761-8206 - F a x: 518-745-4437 firemaf-shal@queensbur•y.net - a 7zini?.queensbury net / --3 Commercial Final Inspectio eport Office (518) 761-8256 Date Inspection reqet Qe ry Building &Code Enforcement Arrive: arnflpm f Depart: 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: _ ( / sco c�°/ PER / E: — z LOCATION: 2 DA . ` _ f COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location C)f— Plumbing Vent Through Roof 6"/Roof complete �X Exterior Finish/Grade Complete 6'in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform 1 Decks Stair Handrail 34 in.—38 in./Stop Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft All Doors 36 in.wli_ever Handles/Panic Hardware, if required Exits At Grade Or Platform 36 w x 44' I or Equiv. Gas Valve Shut-off Exposed&R ulator 18" Above Grade Fl=Bathroom Wateftht/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fine Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers FirewaNs/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fine Stopping, 3,000 sq.it.Wood Frame Attic Access 30'x 20'x 30' h , Crawl Spam Access 18'x 24" Smoke Vents Or Fan, if required Elevator Operation and Si /Shaft Sealed Handicapiped Bathroom Grab Bars i Sinks/Toilets =-"S Handicapped Bath/Parking Lot Signage ` Public Toilet Roan Handicapped Accessible Handicapped Service Counters,34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. Beyond(Both sides Active Listening System and Signage Assembly Spaceh Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/Flood Plait cordfication N req. (f, As-built System La out R aired or On Fib Building Number or Tenant Adft§:p�uilding or Driveway 4' j Water Fountain or Cooler .-' � �,•{�� 1� Building Access AN Side6 by 20'/Dtiy9abWftdbm 20'wide Okay To Issue Tem .or Permanent Okay To Issue C/C LABuilding&Codes FormslBudding&CodeeMnspection Forms\Commercial Final Inspection ReporLdoc Revised January 7,2008 4 Inspection for Permit to Occupy Fire Marshal's 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: 1,4k Fax: (518) 745-4437 Location: Type of ins ecfion N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Ir Exit Discharge a- AISLES: Main Aisle Width sec ondar Aisle Width EXIT SIGNAGE Si n-normal Sign-battery Fire Marshal {nsQec n ompiete EVAC signs in rooms C may bg I �u With TRUSS ID SIGNAGE k' k3Ullding ds val EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun inspection of extinguisher Fire Marshal Town of Queen5bury FIRE ALARM SYSTEM Fan Shutdown V Fire Sprinkler System Fire suppression-kitchen Fire Suppression-Gas Isian a' Generator Hood Installation Elevator Interior Finishes Storage Compressed Gas Clearance to Sprinklers j'(� Clearance to Electrical s Electric Wirin Enclosed/Labeled Combustible Waste Vehicle Im act Protection Knox Box F.D.Si na e-Utlirlty Rooms t" No Smoking Si ns Maximum Occu anc Sign- Emergency Evacuation Plan pproved (if no other approvals apply,the B&C Office will issue the Certificate of Occupancy) o Denied / call for Recheck 4,\ i Inspected y: L:\FireMarshal\New Folder\permitto occupyform.doc 3 Commercial Final Inspection Report �. Office No.: (518) 761-8256 Date Insi2ection requ iv Queensbury Building&Code Enforcement Arrive: (� a pm bepart: a p 742 Bay Road, Queensbury,NY 12804 Inspector's Initial./' �-_-- 0 1 / NAME: A& e1 " • l/ s PERMIT#: LOCATIO : 7 - 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. �L� ,c �e, , J � Gas Valve Shut-off Exposed&Regulator 18" Above Grade of 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 req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercia Final Inspection Report.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No.. .':�.�,tert. N2 93594 Cut-in Card No..................................... ..............w.<' Owner.............. ...........G.1.1, i j............................................................. Location................... A"Z..1,9................................................................ Installation Consisting of......C.. .......L. .. ...... .4�...4:1-4 ...... ........ ,14 Z -��7................ .. ... .. .. ... .................................................................................................................................................................................... InstalledBy..... .La. ......di.4;c c�..................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making inspections at any time, and if its rules are violated,the Company shall have the right to revoke this certificate. Date....... ............... INSPECTOR ............................... Member N.F.P.A..I.A.E.I. Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Insp 422V uest received: Queensbury Building&Code Enforcement Arrive: �(�m/p epart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: 07s LOCATION: &Ali c--w Otal 2— INSPECT ON: Z- 2 6 TYPE OF STRUCTURE: Y N/A COMMENTS Framing Attic Access 22"x 30"minimum s._ I � 'A)(S Jack Studs/Headers Bracing/Bridging c) 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 Yz 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 Framing / Firestopping Inspection Report OfficeNo. (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: 614-? 7 NAME: j J'" CvJ� PERMIT#: 47— LOCATION: INSPECT ON: 72a TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more 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 ur 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 ,- ■ �r 1 o Rough Plumbing / Insulation Insp ction R�"port Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: 1 '"am/pm 742 Bay Road, Queensbury, NY 12804 Inspector`s Initials: ` NAME: 6r/ &Lc PERMIT #: 'S-2c ' LOCATION: r- INSPECT ON: f� TYPE OF STRUCTURE: Y N N/A Rough Plumbing ail Plates Plumbing Ve Vents in Place minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout eve feet change of direction Test rain /Vent • 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 COMMENTS: LAPam Whiting\13uilding&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulat' n Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/p epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials- NAME: NAME: (9r 1'l c,> PERMIT #: LOCATION: INSPECT ON: ,�Z -2l TYPE OF STRUCTURE: a 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 d 50 P.S. for minutes Insulation Residential Check I Commercial Check ro er Vent Mic Vent Duc ater Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: � . � V 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 Ins ecti re uest received:q Queensbury Building&Code Enforcement Arrive: am/prq Qepart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: J NAME: �� ✓�0 % PERMIT#: LOCATION: /e, INSPECT ON: TYPE OF STRU URE: f.. f Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum feC'C � , 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 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 Q -1A Office No. (518) 761-8256 Date In ecti rlrequest received: t Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: 6)r-/ Sccxj! PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NSA Framing COMMENTS ' Attic s 22"x 30"minimum C(n^� Jack Studs/Headers <J A ((� � 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 '/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 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 I below grade 5.0 sf grade Foundation Inspection Report Office No.(518)761-8256 Date Inspecjonst v Queensbury Building&Code Enforcement Arrive: Depart: tm/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's V NAME: f T#:LOCATION: PECT ON: TYPE OF STRUC ©Comment Y N N/A Footings la The contractor' esponsible for g protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width me above g 6 mil poly for wet areNs under slab B rova M persulation Interior/Exterior - Rough Grade 6 inch drop within 10 ft. LABuilding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection r es rece' d: Queensbury Building&Code Enforcement Arrive: epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initt s: NAME: f I RNIIT#: `-' 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 se on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil I for wet areas under slab or PI bing Under Slab op Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM /---5 AMESDA- Foundation Inspection Report Office No.(518)761-8256 Date Inspectirnu t e Queensbury Building&Code Enforcement Arrive: ip Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's In NAME: (� T#: D7 V20 LOCATION: D INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A 6�Footings Piers--- Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place �� `��� Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM r a TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 518-7Q. August 29, 2007 Tom Albrecht TOBUILC `�,'��� Hilltop Construction 51 Crowley Road Hudson Falls, NY 12839 Dear Tom: The following items need'to be addressed on the plans for the addition to the Girl Scout Lodge. Xrou must show truss ID signage at all entrances and exits of the building. Please contact us if you're not familiar with this requirement. There is no attic access shown to the truss area of this structure. !seismic Eloads ' le exiting door from the porch area must swing outward. required over these doors to prevent the accumulation of ice ont of these doors. 4to contact a structural engineer to provide all snow, wind and or this structure. - L7 ' There are no exit lights or emergency lightwshown on the plans. The Fire Marshal has requested that you add two combination exit lights/emergency lights from the porch area over the doors. You are required to provide special inspections for soils, concrete and structural inspections. Please provide us with contracts showing who will provide concrete and soil testing along with a structural inspection once the framing is complete. �►,�Px- Please show how the existing building fire alarm system will be modi ie or 1ch ged, if there is one there now. 81 e need a plumbing layout to show how you will connect to the Town sewer connection on site. r, �10 �kfr z \i ink r3 Ice and snow shield is required on the roof of this structure, two feet horizontally inside the exterior walls and extending to that point on the roof. Please change the detail accordingly. It is assumed that this building will be unheated. However, if any part of this building should be heated, you are required to meet the Energy Code evaluation requirement of the Energy Code. "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 10/31/2007 11:56 5187980338 HILLTOP A Of AUrecht M corP. 51 Crowley Road Hudson Falls, NY 12839 (518)798-0338 FAX.(518)798-0338 T-q,x TP--,�.,miT.�-u S9-fE T J i . � ----------- --&-- '--- i re c ------------------------ S'UBJECP ---0Lj,1- �00 LAI RECEM,W FAX.NUNBER------------------------------------- N't ABER OF PA(;ES (IncCuding cover sheet): ------- ---- ---- TOWN OF QUE R CONAE-WTSINESS.AcEs:-----------------BU 1 _ _ Reviewed By. ---------------------------- -------------------p --------- -- Z C --------------0.--_ ------L ------------- ------------------------------------------------------------------------ ---------_--__ ------�'��` ILL 10/31/2007 11:56 5187980338 HILLTOP PAGE 02 P CONSTRUCr� Iog��iV �t�s► � —�W�A.- �wY o�.�:p� � t7 A Viv.Of O,Y Co SWEET NO, OF AM do Marra event Corp, CALCULATED 8Y�(s DATE 51 CROWLEY ROADMUDSON VALLS,NY 12A39 (518/798-0339 FAX:(518)798-0338 CHECKED BY ^/ DATE SCALE ... .-4..... ... .. .. .... ... ..... 1 . .4b; , ; , 1 , 1 ....... ... 1 ...... �. i 1 s , ........ 1 .... ........ .... 1 , , , '1 i . 1 1 ' , o..................... , , , , , ; , , IGr20"-+NJ.ar9Mm+26s+ftwo iV -Ur LIJUf L LJ ala HILLIUh' Richard E. Jones Associates Archifects- Environmentol Planners 339 Aviation Road Queembury,NY 12804 Telephone(518)793-1015 Fox(518)793-2223 E-mail.15 richarc4ones0rejoarchifects.com October 8 2W7 HILLTOP CONSTRUCTION CO. 1 if �I OCT 10 2007 El)Crowley Road Hudson Falls, NY 12839 wY Girl Scout Nature Lodge: Construction Phase Services • Richard E.Jones Associates shaft visit the site to review the work for conforrnance to the design documents with regard to the completion of the exterior wall sbuctural framing, roof framing and all required structural connection details. Fees for site Visit • Each site visit shah be provided at the following hourly rates. -Principal at$75.00/hour -Project Architect at$65.00/hour Richard E.Jones,AIA Principal b !' and Tide Dents /o � ;2 us-htgg117owiarely-ProjectsQ00M72MProposat.doc