The URL can be used to link to this page

2005-080 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFI CATE OF OCCUPANCY Permit Number: P20050080 Date Issued: Monday, November 28, 2005 This is to certify that work requested to be done as shown by Permit Number P20050080 has been completed. Tax Map Number: 523400-296-006-0001-012-000-0000 Location: 211 ROUND POND Rd Owner: GLENS FALLS COUNTRY CLUB INC Applicant: GLENS FALLS COUNTRY CLUB INC This structure may be occupied as a: PHASE ONE ONLY Commercial Addition By Order of Town Board Commercial Alteration 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 QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050080 Application Number: A20050080 Tax A4ap No: 523400-296-006-0001-012-000-0000 Permission is hereby granted to: CTT,F,NS FAT,T,S COI TNTRY CT,I TB INC For property located at: 211 ROUND POND Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of C nstruction Value Owner Address: GLENS FALLS COUNTRY CLUB I 211 ROUND POND Rd Commercial Addition $450,000.00 QUEENSBURY, NY 12804-0000 Commercial Alteration Total Value $450,000.00 Contractor or Builder's Name / Address Electrical Inspection Agency ANTHONY LOCASCTO 6 HIGHLAND Ave OITEENSBITRY. NY 12804 Plans&Specifications 2005-080 776 SQ FT RESTAURANT ADDITION AND 1088 SQ FT ALTERATION $239.20 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, March 17, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To f Queen ury; h day, March 17, 2005 SIGNED BY for the Town of Queensbury. Director of Building K Code nforcement Permit No. &W Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 742 Bay Road,Queensbury,NY 12804 Recreation Fee Dave Hatin,Director cedes@aueensburv.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. Applicant/Builder /-ear iC�4 Owner: 444 A dress: - Address: liediZ'cf�et�t�� Home Phone. L Home Phone: Z /l Email Address: G/t SK YL Email Address: Cell Phone: 6Z- Cell Phone: FAX Phone: ,� 5" _ FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: t Name: Address: U' Phone�,;;r)- K ) 7 Location of proposed construction: Lot No. Legal Address: Tax Map Number: � � • �t L Subdivision Name: Estimated Cost of Construction: $ Proposed construction is for: _Residential Use `,&Commercial use e_/� ;�I/? Name of Business: If proposed construction is an addition,what will use of new addition be? � l -Cmf Lasts New Addition Alteration Proposed Construction Ild Floor 2ndfloor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.ft. Sq.Ft. Square feet Height Ft.d,in. Single-Family Dwelling Two-Family Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufactu n Other: �� / e Attached Garage 1, 2, 3 Type of Heating System: Electric, Oil, Gas, Wood, Forced Hot Air, aseboar Other: Is a fireplace and/or woodstove being installed, please refer to a separate application. _Yes No Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all 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 es, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all c ruc n Date: Applicant/Builder Signature: The application of dated is hereby approved and permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set forth above. Date: Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 DRAFT COPY (3/21/03) 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 5 Type of Construction BC-Table 601 81 6 No. of Sleeping Units/Level BC-202 14 & No. of Units—Total 31 No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Malls BC-402 33 Hi-Rise (75' Rule) BC-403 36 Atriums BC-404 37 8 Basement Definition BC-502.1 71 (See page 8 of this check list) Legend: NR = Not Required NS = Not Shown'; NA = Not Applicable Note: * Non-separated occupancies impose the most restrictive requirements JAM Pagel of 10 No. Topic Code Page Required Actual Section No. or Allowed 9. Heights & Building Areas Maximum Tabular Area BC-Table 503 72 Maximum Tabular Height BC-Table 503 72 Maximum Stories BC-Table 503 72 Mezzanines BC-505 73 10. Sprinkler System (water) BC-903 168 Basement Sprinkler BC-903.2.10.1 170 Water Source Sprinkler BC-903.3.5 172 Water Source Site FC-508.1 31 11. Frontage & Sprinkler Credits Area Modifications (calc.) BC-506 74 Height Modifications BC-504 73 12. Height &Area Summary: Ht/Area Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 75 Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/Flr. x No. of Stories up to 3 maximum) 13. Fire Apparatus Road FC-503.1 29 (150' rule) 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 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 Min. Rm. Dimensions 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 Occupancy Load BC Table 1003.2.2.2 201 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 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-Tablel004.3.2.1 222 Corridor Dead End BC-1004.3.2.3 222 Door Width BC-1003.3.1.1 208 Door Swing BC-1003.3.1.2 208 Panic Hardware BC-1003.3.1.9 213 20. Stairs Riser BC-1003.3.3.3 213 Tread BC-1003.3.3.3 213 Width BC-1003.3.3.1 213 Headroom BC-1003.3.3.2 213 Vertical Rise BC-1003.3.3.E 215 Handrails BC-1003.3.3.11 215 JAM Page 3 of 10 No Topic Code Page Required Actual Section No. or Allowed 21. 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 Wails 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-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 27. SPECIAL INSPECTIONS BC-1704 379 Notes: 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 FC-907.4.1 72 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 29. Plumbing Code Fixture Count PC-Table 403.1 21 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: JAM Page 5 of 10 No. Topic Code Page Required Actual Section No. or Allowed 30. 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 & Smoke Dampers MC-607.5.1 52 Combustion Air MC-701 55 Confined Spaces—Def. MC-202 5 31. Fuel Gas Code Appliance Location FGC-303 18 Combustion Air FGC-304 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig. 503.5.4 63 Gas Vent Termination FGC-Fig. 503.6.6 65 Exit Terminal Location FGC-503.8 68 Clothes Dryer Exhaust FGC-613 96 Unvented Room Heaters FGC-620 99 32. Energy Code Prescriptive Method ECCC-Table 602.1(1) 50 High Truss Credit ECCC-602.1.2 51 Pipe Insulation—Heating ECCC-Table 503.3.3.1 44 Duct Insulation—Heating ECCC-Table 503.3.3.3 45 Pipe Insulation—Hot Water ECCC-Table 504.2 47 HWH Heat Trap ECCC-504.7 47 COMcheck Computer Software Compliance Report Required Notes: JAM 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= 100(F/P-0.25)W = Answer in % 30 Note: If= 75% when 4 sides accessible &water available Allowable Area: A. = Atable + (A ble x llf) + (&ble x ISM = 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= 0.7CeCtlP9 = 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 MAR-27-2003 03 :36 AM P. 02 FREQUENTLY USED DEFINITIONS 1, BASEMENT. That portion of a building that is partly or completely below grade plane. 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 the 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, 2. CONTROL AREAS: Spaces where quantities of hazardous materials are stored, dispensed, used or handled. The quantity of material In a specific control area Is limited by Table BC- 307.7(1), pg. 27. The number of control areas In a building is also limited by Table BC-414.2.2, pg. 54. 2. DRAFT STOPPING: A material, device or construction installed to restrict the movement of air within open spaces of concealed areas of building components such as crawl spaces, floor/ceiling assemblies, roof/ceiling assemblies and attics. (In combustible buildings, %gypsum board or 318 plywood is an acceptable material). 3. FIRE AREA: The aggregate floor area enclosed and bounded by fire walls, fire barriers, exterior walls or fire resistance-rated horizontal assemblies of a building. 4. FIRE BARRIER: A fire-resistance-rated vertical or horizontal assembly of materials designed to restrict the spread of fire In which openings are protected. (Used for enclosure of exits, separated occupancies, incidental use areas and to separate a single occupancy into fire areas. F/re barriers typically go to the deck above). 5. FIRE BLOCKING: In combustible construction, fire blocking shall be installed to cut off concealed draft openings (both vertical and horizontal) and shall form an effective barrier between floors, between a top story and a roof or attic space. (Nominal 2"material required to be installed in stud spaces exceeding 10'in height, between concealed vertical and horizontal spaces, annular spaces around flues and concealed sleeper spaces). 6. FIRE PARTITION: A vertical assembly of materials designed to restrict the spread of fire in which openings are protected. (Typical fire rating of 1 hr. used between dwelling units and corridor walls). 7. FIRE WALL: A fire-resistance-rated wall having protected openings, which restricts the spread of fire and extends continuously from the foundation to or thorough the roof, with sufficient structural stability under fire conditions to allow collapse of construction on either side without collapse of wall. (May be constructed of wood in a type 5 building. Minimum fire resistance rating is 2 hrs. Installation of a tlrewall creates separate buildings. Party well is of similar construction, but is without openings (Section 503.2)). JAM Page 8 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 1/3rd of the area of the room or space in which the level or levels are located. (Mezzanine area does not contribute to the building area or the height in stories but does contribute to the 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 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 SEISMIC REVIEW SUMMARY PROJECT: LOCATION: ZIP CODE: ITEM Value BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 317 (default to site class D) Section 1615.1.1 316 SS (short period) R / Figure 1615(1) 318 S, (1 second period) i 0 Figure 1615(2) 319 Fa (site coefficient—short) Table 1615.1.2(1) 320 F, (site coefficient-1 sec.) Table 1615.1.2(2) 320 Sr,, (short period adjusted) Equation 16-16 317 Sr,, (1 sec. period adjusted) Equation 16-17 317 SpS (short period) Equation 16-18 320 SW (1 sec. period) Equation 16-19 320 Seismic Use Group Table 1604.5 287 Seismic Design Category Table 1616.3(1) 324 (short period) Seismic Design Category Table 1616.3(2) 324 (1 sec. period) SEISMIC DESIGN CATEGORY This category determines the (most severe of above two) design analysis and whether MEP systems must be braced. Analysis Procedure Used Section 1616.6 326 Building Components Subject To Section 1621 345 Seismic Design Requirements: Architectural Section 1621.1.1 & 345 Mechanical Section 1621.1.6 347 Plumbing ditto 347 Electrical ditto 347 JAM Page 10 of 10 Mar 16 05 10: 18a p. 3 Double Hung Windows, Clear Opening Charts Glider Units, Clear. Opening Charts c:rack Crack by Sy 11.of Opening l_w. Ski l t Ski. of l)IVning Lin. Unit (Irmo (Jrar ltlx nine I,n light I t--Vcnt Unit Gcar <-irar<)Ix nn> I t Daylight I-t.-Vent C� Nuntlxr 01xnin4 1\511711 Iki ht OLuaus <nhltnly Numbrr ()Ixnin} Width Ilcight llprnutt, Sashl)nly 32 x12 2.85 341/4 12 :: .'`4.85 13.66 16°x":16 2:11 165�3` ' 18?✓ia µ3 0 : 32 x 14 3.33 341/4 14 5.71 14.32 16 x 20 2.58 165/,18 225/1n 4.05 1.1.78 00 32 x 16: 3.81 341/4 16 .6.58 14.99.. .46 x 24 3.04' '2(6; 265/t6':_ t;4Z89„fit . .. '2:y 32 x 18 4.28 341/4 IS 7.44 16 x 28 3.50 16941 30`°/w 5.73 13.78 32;x 20, 341/4 20 w.. 8.31;; rc:1632 C7 16 x 32.: ?; 32 x 22 5.23 341/1 22 9.18 16 x.36 4.42 1(1/, 38-1/in 7.42 15.78 32 x 24 .5.71`"' 341/4 :: .-•'24 '10.0'k"" •17:66'.'' 16 x 40 4:89 O 32 x 26 6.18 341A 26 10.91 18.32 16 x 48 5.81 165/8 50'/i0 9.95 18.78 Q _ 32 x 28_: 6.66 .: ;;.341/4 .+ ..:.2B 11.78: 18.99_' 20:x 16 `re45 N 32 x.30 7.14 .341A 30 12.64 19.66 20 x 20 3.20 2011A 22s/te 5.11 1.3.1 I re) 32..z.32 7.61 341/4,.. . ;,:32;..,: -13:51.. .::.20.32':. :.20`x'24:. : ,3:77 20?(s?'`?26/is,`'i 32 x 34 8.09 34Vi 34 14.38 20.99 'c3 20 x 28 4.34 20'%s 30'/to 7.25 15.11 32 x•36', 8:56'� 341/4: :36.: x 15.24.' 21•.66`-'' '20 z 32'c 4;91x l Ilium 36 x 12 3.t9 38li4 12 5.47 14-66 20 x 36 5.49 20Ms 38'/u. 9.38 .I 17 i 36 x 14 3.72 381/4 14 6.44. 15.32 N 20 x=40 36 x 16 4.25 381/1 16 7.42 15.99 20,-,48 7.21 20W 501/ir. 12.58 20.11 "36 x 18 " .:.4.78.: 381/4 18 r 8.40°" " :16.66 - r24 x lb... "3a3.-;*r ;.:29?/�. : 85/i6$ ..• 36 x 20 5.31 381/1 20 9.38 17.32 24 x 20 .3.82 24"/n 22'/i t, 6.18 14.45 v 36 x 22 5,84` , -'381/4 =22 4 "::`i10 35 . "` 17:99 36 x 24 6.38 381/4 24 11.33 18.66 24 x 28 5.18 24 Ys 305/1 8.76 16.45 p 36 x 26 6.91.: "381/4 1.26. : P12.31. 19.32' 24:z 32: ', :3.87 ''29s/a�' .434s/A;$,'10:n4". Q 36 x 28 7.44 38IA 28 13.29 19.99 d- 24 x 36 6.55 245/:r 385/m 11.33 18.45 xp 36 x.30;; 7.97- 38.1/4 4 26 20 66" .4n x 4A 24�/a` x425 M 36 x 32 8.50 381/1 32 15.24 21.32 24 x 48 8.60 24'/s 50 io 15.20 21.45 36 x 34` �9 03'. ..;:381/4 34y .:;;416 22 21:99 l 36 x 36 9.56 381/4 36 t 7.20 22.66 28 x 20 4.44 28% 22%u. 7.25 15.78 40 x 12.:;: � 3:52;r.- ":421/4 12' ,` >r�6 09? t'x15:66` 'C J28tx 24„ 5:23 :;:' 2 40 x 14 4.11 421/1 14 7.18 16.32 28 x 28 6.03 28'/H 305/16 10.27 17.78 40 x:16:`..',: 4:69.:: 421/+ s:16s;;'8 Z7 : :16 99 - s-28 x.32"i 6'82'#+:'`>285/a 3+�3`�Iz/�41n 00 40 x I8 5.28 42 to 18 9.35 17.60 1 28 x 36 7.62 28 Yt 381/it 13.29 1 19.78 O 40 x 20 5.87- 421/4 20. 10.44 -""18.32: 28 x 40 "' '8.41` v40 x 22 6.45 42i/4 22 11.53 18.99 28 x 48 10.00 28/s 50!1t. 17.82 22.78 40 x:24 7.04;.': 421/a 24 ;12.62"' .a 19.66'`:; 32 x 16;": O 40 x 26 7.63 421/t 26 1.3.71 20.32 32 x 20 5.06 321/K 22i/ic 8.31 17.11 O i Ca 40 x.28 , :.8.22' : 4VA. 28 'A4.80 t.:...'20.99 �32"x 24. :=5.96 -32 ..265/te.' iQU4 p 40.x 30 8.80 421A 30 15.89 21.66 32 x 28 0.87 32/s 30,At, 11.78 19.11 `r 40,02": ',:9:39' 421/4 :`32 :: `.16.97 ` 22.32=` -32 02 c. 40 x 34 9.98 421/4 34 18,06 22.99 N 32 x 36 8.68 32'/x 38%tr 15.24 21.11 40 x 36: 10:56r <421I4:. W.:; ;..19:15 23.66;'` M 32 x':40 9`s5.9�'y «'32/9a.'4� ifi► 9 2024-36 .3.71 221A 24 7.78 16.70 32 x 48 11.40 325/.k 5054 2044 24.11 2424-36'. a-4.W ,261/4 ;,24'-,,.-. ,,;9.40,: 17.70." 2824-36 5.04 301A 24 11.02 18.70 3224=36' ;:; .-5:7..1_'r; M 341/a '. >:;'b24'"'I"Z::64``• `19:70 3624-36 0.38 381,14 24 14.26 20.70 U 4024-36 7.04.'.: . `421/4 24 15.89" 21.70 C��C Allow t/ir.°tolerance on all nicasurcmenls. Quantum Window, Clear Opening Charts l� by formula based on custom sizing. width= R.O.-S 71,;` A : `t Total scl. ft.clear olxning=clear opening width x clear opcning hcitihl -- 144. 54 Mar 16 05 10: 18a p, 2 ceTf Nr5-zzz-1 A J 5 tnterpnses, Inc. rays , Rough Opening Allowance = 1/2 Inch SHOWN AT NET PRICE Line# 1 Legend#1 & 13 �DBLH�-1; 32x�20; hite Alum Clad�; v 271.50 1 White Screens)Applied 12.00 White Internal Grilles (Top) 36,00 (4 W2H) White Internal Grilles (Bottom) 36.00 (4 W2 H) R.O. 37-718"x 49" 6-9/16"Jamb Extension 25.50 Coppertone Hardware N/C Sash Lift Handle 1.50 Primed Interior 9.75 !i Each @ 392.25 1961.25 Line#2 Legend#2 • DBLH-1;28x20;White Alum Clad; 253.60 Low-E - -- 1 White Screen(s)Applied 11.25 i White Internal Grilles(Top) 15.75 {- (3W2H) White Internal Grilles(Bottom) 15.75 (3W2H) R.O. 33-7/8"x 49" 6-9/16"Jamb Extension 23.25 Prep For Stool N/C White Hardware N/C Primed Interior _ 9.75 Each @ 32925 329.25 Line#3 Legend#3 & 10 - DBLH-2; 32x20;White AlumC d; J 543.00 ow 2 White Screen(s)Applied 24.00 White Internal Grilles(Top) 72.00 - - (4W2H) White Internal Grilles (Bottom) 72.00 R.O.75-5116"x 49" (4 � Mulling Charge 4.50 .6-9/16"Jamb Extension 35.25 Prep For Stool N/C White Hardware N/C Vertical Interior Mull Casing 3.00 Primed Interior 19.50 4 Each @ 773.25 3093.00 Line#4 Legend#4 • CSMT-STUDIO-2;36x54;White 814.50 - --�-- Alum Clad; Low-E White Internal Grilles(4W5H) 105.00 - - - -- 6-9/16"Jamb Extension 44.25 Primed interior 19.50 Vertical Interior Mull Casing 3.75 R.O. 82-1/2"x 59-1/2" _ 2 Each @ 987.00 1974.00 Version 3.8.0 Mar 16 05 10: 17a p. 1 Office Ventilation Room Size Area SF 4°/9 Window Size Venting Manager Office 13'-5"x18'-4" 246 9.83 3-Ox4-(2) 32.64 Office 12'-3"x12' 147 5.88 3-Ox4-2 16.32 Reception 13"-6"x7' 95 3.8 3-Ox4-2 16.32 Lobby and Hall are existing Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 3.0 Release 2 Data filename: G:\Projects\GLENSF-1\comcheck\Untitled.cck Section 1: Project Information Project Name: Revisions and Alterations to Glens Falls Country Club Designer/Contractor: HCP Architects Document Author: Robert Hatch Section 2: General Information Building Location(fDr 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. 0.16 Building Type Floor Area Restaurant 1302 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] ( 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ ] ( 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] ( 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 Area or Cavity Cont. Proposed Budget Component Name/Description Perimeter R-Value R-Value U-Factor U-Factor Roof 1: All-Wood Joist/Rater/Truss 1606 38.0 0.0 0.028 0.051 Roof2: All-Wood Joist/Rater/Tniss 176 0.0 15.0 0.061 0.051 Exterior Wall 1: Wood Frame, Any Spacing 1491 11.0 0.0 0.103 0.074 Window 1: Wood Frame:Double Pane with Low-E Clear, SHGC 0.30, PF 0.10 204 — — 0.330 0.520 Door 1: Glass, Clear, SHGC 0.30, PF 5.30 42 — -- 0.330 0.520 Floor 1: Slab-On-Grade:Heated, Vertical 4 t. 135 -- 10.0 --- - (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirerrents. Envelope PASSES: Design 13%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release 2 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, belies; and professional judgment, such plans or specifications are in compliance with this Code. 3 A 1 l Principal Envelope Designer-Name Signature Date FROM BUILDING DESIGN SOLUTIONS FAX NO. 5186777649 Mar. 08 2005 03:11PM P2 BuildingDe n Solutions A6l3MainStreetChftonr'ark NY 1XII-LIonefin111-877-1611 David R. Seaman, PE JOB NO:46634 DATE:912.71Q4 PAGE: 116 PROJECT: Glens Falls Country Club SUBJECT:Design Loads REFERENCE DRAWINGS: Architectural Drawings by HCP LOADS ° • Soli Pressure presumptive Soil Pressure-2000 psf 0 Dead Load •R,; `; ��°� • Root-15 PsF Floor Live Load Slab-on-grade-150 psf ; y s Roof Live Load Ground Snow Load-85 psf Snow Exposure Factor CL-1-0 Snow Therma{Factor C,-1-0 Snow Importance Factor I-1.1 Flat Roof Snow Load pr-65 psf Design Snow Load P,-65 Psf Wind Load Basic Wind speed(3 second gust)-90 mph Building Category-II Wind Importance Factor-1.15 Wind 09mure Category-C Height and Exposure Adjustment Factor-1.21 for canopy, 1.35 for gambrel area Lateral Force:Max Horizontal load=s.5 psf at flat roof areas.and 11.5 psf at gambrel roof area.Max-Vertical load=10-7psf. Seismic,wind Force Resisting System-Light Frame Walls with Wood Shear Panels Seismic Load Site Class-D Seismic Use Group-Il Seismic Importance Factor-1.25 Seismic Design Category-B Spectral Response Coefficient Sps-0.303 Spectral Response Coefficient 501-0.133 Response Coefficient Cs-0.063 Lateral Force Procedure-Building Code Section 1617.4 Design Base Shear. V=Cs W SeismidWind Farce Resisting System-Light Frame Wags with Wood Shear Panels SPECIAL CONSIDERATIONS: 1.Provide blocking at all horizontal joints in the wall sheathing- 2. Nailing schedule for all wall sheathing 10d nails 6 inches on center at the Perimeter of all panels and 12 inches on center in the field FROM BUILDING DESIGN SOLUTIONS FAX NO. 5188777649 Mar. 08 2005 03:21PM P1 n Solutions 8M Main Stremi CWtm Pwk, MY 12086 Phme&x 51"77-7649 ■ ■ JOB l� �� OA-M- 7 PAGE • 480 ' �a.�.._..�" PROJECT: ,(2 Ff Nnr el �4- r-- v G b4 l� G_ ,gyp TL I7O J-lva 24 ♦ J 11 11Z dp � J�! 1 Z g 7 2p O :,t .�d t2 e _ �� rt'7, zov Z -•�y z`i ZS pSL �rl !j 1�f Xa z FROM BUILDING DESIGN SOLUTIONS FAX NO. 5188777649 Mar. 08 2005 03: 12PM P3 Building Design Solutions WmtnStreet CfmonPa*, NY12065 Phonelim W,877-7649 PROJW- G fi' ldy�rR'! c e v 5 r.ize! PC P�V 3r�� u/0 r3�C r'vv clwo 100 . :Ja7 0,z� 015 3 to a 3 2� 1,2 GT f51Fr �G.S-�` cj�1 T+u FILL- izvznri j U 00,'4,X ��z5 VO N,pI J l� FROM BUILDING DESIGN SOLUTIONS FAX NO. 5188777649 Mar. 08 2005 03:12PM P4 -�• t __ } "Y.�"'^.t s:rri.i:: _ � c .r..r. .ri!1.`.':i0'J?[4._.._ .T� �.i4 T.,�•. ,:�•i• - _.i. r J rn 0 ogI C, �-.� "ram -'� - �a ;`•�:�`'�/Q.,se.�c� � �. I>> L'1 •• �l i, 'l \ - � � '7 is m - t lie. -0-0 Fm l j. sty, Z. .64 �S�1 ,ram JUce�t To t' 1 p IL _ .- > 4. FROM BUILDING DESIGN SOLUTIONS FAX NO. 5188777649 Mar. 08 2005 03:13PM P5 o . . �{ to -Design Solutions S58 win Simt cam Pak NY12065 Phmeffat5188T77649 I .tOS4�G 2 w NQ: �}61 04 cLkm Zy d PAGE: w o70V JJ�i1"J I<Yii1 . {3�rh�'1 j 3l /q� w� DUI l ]L A/ W Big i a a� S Op. 0�. X� 4 �) 73 �� LJ-7,70 /0752727�sf'-q- 1 >�! a►t FROM BUILDING DESIGN SOLUTIONS FAX NO. 5188777649 Mar. 08 2005 03:13PM P6 v g iqn Solutions nt„sew ce p, n► IMM W 51"n-76Q JOB No- 14 G p y DATE 17 PAGE PROJECr- 1 . ` Sl1HlECr' t�tr�-U yl F� b✓!iV f� ��I`•� lip✓�. 3 4 7 lj{ r 77v� P G'Ge- �e 5 34n 1.4� _ 47G fp sYT vt � �-44-0 J k- TO �,3�77� f��y 2- PC ,: /Ud Oft-' fL Ve ,roX TA,4 r5 174dr- L[/c 2 /.vinlal Gfr l i�S !�� f�dL? 17dcUP✓S O�'I ('e4�'�!il�� f w l�. COtv+z�» - -Tl 70 0 2X12'S a 24" D.C. 2X12'S 24" O.C. tZI fit'6 t4v"-k m X t 'Al G) z co 0 c: Li cl) 2X12'S 0 24" 0,C. x . .......... 2XI 24 24 C. LLi 2X12'S 24" D.C. j 0 .............................. ...... ZY/ Ul I .......... BEW. co coL.......... .............................. .......... ............. .............................I........... .......... ............... . ........ ........ ........ ID .... . ...... .. ... ..... .............................................................. .......................... 03 ro A$ ........ . ......................... ............ ....... ROOF FRA��INO OfRILLE Rp,.,Oo SCALE: 1/4"=l'-0- FROM BUILDING DESIGN SOLUTIONS FAX NO. 5188777649 Mar. 08 2005 03:14PM PS Building Desigti� ttio:i�:, ' «R mamfmq CfftmPa*. W t0 PtKxm&z51MR-7" DAT PAGE:SE'L - r � �-•�` SUB.lECT;_f�lYlr.1�/IJI�' s ,zJ- 05 = v,063 ,tee C5 � sir � D.!-y• _ C� = O, 0g14 V= D, 0 I?L i- i ZD - -'taw} j1J = APO:- DLCYrf = �u-LGZs-) wV"-C- tQ y= - IrS7� ?� x zs/avrr = f 75b ( Th75 Gdrt rv,r:f;n•r H[. c i i+Ji oo/ .valZ !3' S'� dui r5%t/?yet Commercial Final Inspection Report C U ES bx- Office No.: (518) 761-8256 Date Ins tion request received: l ~ Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: f� NAME: CJ4t�, PERMIT#: , LOCATION: DATE: COMMENTS: Y N NA Chimney/"B"Vent J 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 y)/eoPlu � Q4 Exits At Grade Or Platform 36(w)x 44"(1)/Cano or Equiv. w Gas Valve Shut-off Exposed&Regulator 18" Above Grade 3��/ram ��- ✓,�, „/�' oloor Floor Bathroom Watertight/Other Floors Oka / Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 s . ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical, Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. hs�{►c As-built Septic System La out Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides b Surface 20'wide Okay To Issue Temp. o ermanent Okay To Issue CJC L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. Town of Queensbury _ 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: ` /( Time: Phone: (518) 761-8206 Business Name: Fax: (518) 745-4437 Location: Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun J inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM 7 Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island Hood Installation Interior Finishes Storage Compressed Gas Fir M M1�1� Clearance to Sprinklers �� Muth Clearance to Electrical Electric Wiring Enclosed Combustible Waste �� 2 5 2006 Vehicle Impact Protection �t Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs Marshal Maximum Occupancy Sin ToWn Of gUeMbury Emergency Evacuation Plan Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) ❑ Denied o Call for Recheck Inspected y: L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc (-- N / ,airy . /- Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins p �t. request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, ensb 12804 Inspector's Initials: G' S NAME: p PERMIT#: LOCATION: © DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %z doors > 10%> 1000 s .ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. As-built Septic System La out Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' / le Surface 20'wide Okay To Issue Temp. or P anent ' Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occupy Fire Marshals Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road o Queensbury,NY 12804 Scheduled Inspection Date: �. Time:0?►y- Phone: (518) 761-8206 Business N me: Lis Wit! ��v1J Fax: (518) 745-4437 Location: *�Q— Type of Inspection N/A Yes No EXITS: Exit Access COMMENT Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE EMERGENCY UGHTING FIRE EXTINGUISHER: �--> —• Hung AL57 inspection of extinguisher f Hydro extinguisher h (/� �`�, L) FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island Hood Installation Interior Finishes Stora e Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan o Approved (If no other approvals apply,the B&C Office MI issue the Cerf ate of C; Denied ❑ Call for Recheck Inspected a L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. e15- tno 0 Town of Queensbury Bay Road Qu 6 %sue /�A Queensbury,NY 12804 Scheduled Inspection Date: /� Time: Phone: (518) 761-8206 Business Name: .s fN- Caw .'b Fax: (518) 745-4437 Location: /.'!rO Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island Hood Installation Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si na e-Utility Rooms Signs M Maximum Occupancy Sin Emergency Evacuation Plan ❑ Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) A Denied ❑ Call for Recheck Inspected y: � L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.9005.doc Inspection for Permit to Occupy 1F Fire Marshal's Office Request Rec'd Permit No. Town of Queensbury J' 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: lv' / ' Time: 3• s/�7 1 Phone: (518) 761-8206 Business Name:C7-*r-- <:�z-cr Fax: 518 745-4437 Location: br- I Type of Inspection N/A Yes No EXITS: Exit Access COMMENT 5 Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE X EMERGENCY LIGHTING FIRE EXTINGUISHER: ✓ 1 C �t7��4G Hun Inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island Hood Installation Interior Finishes Storage Compressed Gas X Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste X Vehicle Impact Protection y� Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan ❑ Approved (If no other approvals apply,the B&C Office will issue the Certificate of .fir Denied ❑ Call for Recheck Inspect e By: L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc f Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: a— NAME: rr,1 PERMIT#: C%S—' C ". LOCATION: _ '2_11 DATE: r .C� -- 0 , 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. f All Doors 36 in. w/Lever Handles/Panic Hardware,if required 4,e � rr4f- hr`!/ Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade �I�A C(jrr11C.J' 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 A"Ad Final Electrical /Vep� f,-,/` Site Plan/Variance required /'�JipC� js;, Final Survey,New Structure/Flood Plain certification,if re As-built Septic System La out Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. OS Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: -y � Time: Phone: (518) 761-8206 Business Name: Fax: (518) 745-4437 Location: CU A+ b 7 G,c Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Si n-battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island Hood Installation Interior Finishes Storer e Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan Approved (If no other approvals apply,the B&C Office will issue the ertificate of Occupancy) ❑ Denied ❑ Call for Recheck V� j Inspected By. l:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request cei G Queensbury Building&Code Enforcement Arrived-Zv pm D arn/pin 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT #: DU LOCATION: �2 INSPECT ON: 11A 3 G L TYPE OF STRUCTURE: >,4., 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 Rou Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial o e , PVC,Pex One and Two-Family InsulatiVenA sidential Check/Commercial Check ro er ttic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct to e COMMENTS: LASueHemingway\l3uilding.Codes.inspection.FORM S\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inj1n st eceiv Queensbury Building&Code Enforcement Arrive: , D art: a 742 Bay Road, Queensbury,NY 12804 Inspecto NAME: \ PERMIT#. �� y LOCATION: INSPECT ON: TYPE OF STR Y N N/A aming COMMENTS , Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams r�J 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/below grade 5.0 sf grade t - 3 j Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request r ei ed: IS aC4; Queensbury Building& Code Enforcement Arrive: p 742 Bay Road, Queensbury,NY 12804 Inspector's Initials- , l NAME: C C . - ' S CCZ� o-t ERMIT #: LOCATION: INSPECT ON: 1 TYPE OF STRU Y N N/A PVC• R-1,R-2,R-3,R4jDrain/Vents ast Iron,Co er rain/Vent/Comm. Plumbing Vent/Vents m' ce our lumb' il Plates V1 V�� 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or 'r Supp y Tes Dr in and e s 5 P >por 10 feet above highest / connection for 15 minutes Cleanout eve 100 feet/change of direction Water Su ly Pipin Cooper Commer Cooper,CPVC Pex O d Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supp!y for Furnace Duct work sealed properly/No duct tape_ COMMENTS: L\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November l7,2003 Foundation Inspection Report Office No.(518)761-8256 Date InspectionfMIT iv Queensbury Building&Code Enforcement Arrive: epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's InitNAME: — LOCATION: a INSPECT ON: 0 3 -f-p 5 7cj TYPE OF STRUCTURE: Comments Footings Y N N/A Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval umbing Under Slab PVC Copper oundation 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 Inspection for Permit to Occupy Fife Marshal's Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: (J� Time: Phone: (518) 761-8206 Business Name: � t L� J3 Fax: (518) 745-4437 Location: ^��' Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE `✓ IN Y, Sign-normal Sign-batteryS P w- TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: J Hun Inspection of extinguisher Hydro,extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island Hood Installation Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occu anc Si n Emergency Evacuation Plan ❑ Approved (If no other approvals apply,the B&C OfficeJYwAll,issueCertificate of Occupancy) Denied ❑ Call for Recheck Inspected By: L:\Sue Hemingway\Fire Marshals Office Inpsection 08.172005.doc j _a pol Foundation Inspection Report Office No. (518)761-8256 Date Ins ectioliyequest rqcof� Queensbury Building&Code Enforcement Arrive: Depart: 'p 742 Bay Rd., Queensbury,NY 12804 Inspectors Initia' ' t NAME: _ RMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y ,'` N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 milpoly 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. LASueHemingway\Buil ding,Codes,Inspec tion.FURNISWoundation Inspection Report.doc January 28,2003 Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No._C)� Town of Queensbury 742 Bay Road f /b Queensbury, NY 12804 Scheduled Inspection Date: Time: Phone: (518) 761-8206 Business Name: U C ('�'-' ��'`'► v3 Fax: (518) 745-4437 Location: Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sian-normal C3 Sign-battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun y \4 t Inspection of extinguisher Hydra extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island Hood Installation Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan ❑ Approved (If no other approvals apply,the B&C Office Wu ll iss the Certi cate of Occupancy) Denied ❑ Call for Recheck -- Inspected By: - L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. c;)0(/-5 0�0 Town of Queensbury �t 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: Z' Time: Phone: (518) 761-8206 Business Name: `c Fax: (518) 745-4437 Location: Type of Inspection N/A Yes No EXITS: Exit Access 4 COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hung r' inspection of extinguisher \�� v, 4 Y�(t t Hydro extinguisher FIRE ALARM SYSTEM Gt .)r-I NA, Fan Shutdown �C Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island i \`C Hood Installation Interior Finishes Storage SC Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wirino Enclosed Combustible Waste Vehicle Impact Protection Fire Lane _ F.D.Si na e-Utility Rooms No Smoking Signs ^� Maximum Occupancy Sin �Ldh1�. �G:r Emergency Evacuation Plan ; I ❑ Approved (If no other approvals apply,the B&C Office will iss' the Certi cat of Occupancy) Denied ❑ Call for Recheck Inspected By: _ L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc } t Commercial Final Inspection Report Office No.: (518) 761-8256 Date InsDection request received: Queensbury Building&Code Enforcement Arrive: !s) am/pm Depart: am/pm 742 Bay Road,Quee ury,lV`Y 12804 Inspector's Initials: 29 NAME: _ PERMIT#: LOCATION: DATE: - COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6" in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors >10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire ✓ `� Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24' Smoke Vents Or Fan, if required l' 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 Ram /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 re . 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 b 20' /Driveable Surface 20'wide Oka To Issue Temp.or Permanent C/O e /— A(1,611 Okay To Issue C/C �z Rom,L L Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 - D�- - Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request Ds— SCHEDULE Received: Permit# o 9 INSPECTION ON: Name: l Awl—PM ANYTIME ()joy) Location: APPROVED N/A YES NO I COMMENTS EXIT ACCESS 1PO r tk +'V EXIT ENCLOSURE t. EXIT DISCHARGE X MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN-NORMAL to z EXIT SIGN-BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG �4�-�� F( -q FIRE EXTINGUISHER Q INSPECTION FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM � FIRE SUPPRESSION-KITCHEN «cs} �y�,n Ian W catitc- FIRE SUPPRESSION-GAS ISLAND HOOD INSTALLATION INTERIOR FINISHES r Cc l� L"' t`1C'h S� STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ` ELECTRIC WIRING ENCLOSED — �rW�C� �v�5 COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION iLc N4? FIRE LANE F.D.SIGNAGE-UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN_ EMERGENCY EVAC PLAN OK THIS DATE O F CO (!��TOK V INSPECTED BY COMDEVIC14RISJMiORD1LETTERS20011F IREMARSHAUNSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY 1 -- 3 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: r 30 am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: 2t- NAME: VI Z PERMIT#: K �O LOCATION: DATE: /-a=C) '<; _ 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 '/2 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" 1 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 Ram /Handrails Continuous/12 in.Be and Active Listening System and Signa a Assembly Space f Final Electrical f'%�< /��"��✓��4 `�� Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or D ivewa Water Fountain or Cooler Building Access All Sides by 20' / le Surface 20' wide Okay To Issue Temp. or P manent C/ Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Rough Plumbing / Insulation Inspection Repo Office No. (518) 761-8256 Date Inspection reque re ei Queensbury Building & Code Enforcement Arrive: a /p epart: 742 Bay Road, Queensbury, NY 12804 Inspector's Initi s- C NAME: �� y PE IT #: �,- LOCATION: INSPECT ON: E- =n� TYPE OF STRUCTURE: " Y N N/A J,l hl� u h PlumbingNail Plates I Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I ft 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\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing/ Firestopping Inspection Re ort Office No. (518)761-8256 Date Inspection re st r c e . Queensbury Building&Code Enforcement Arrive: a pm art: 742 Bay Road,Queensbury,NY 12804 Inspector's Initi s- NAME: QPERMIT#: S,._ LOCATION: INSPECT ON: — -� TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'h 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 wal 2, 3,4 hour estopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation 1 �� House side '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms c) t) r� 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade _ r 1 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re ues c ved: �,� n Queensbury Building& Code Enforcement Arrive: _ m/p epart: a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initi NAME: \ -- �1 PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS ram \ Jack Studs/Headers Bracing/Bridging Joist hangers --�-� Jack Posts/Main Beams K�1EVD 7-ttO Cbl��,_ Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. .6p -T- JP k KEG Qum Notches/Holes/Bearing WallsGC Nl Metal Strapping for Notches Top Plate F vc—'� 7 1 Y2 (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 wal 3, 4 hour F opping Penetration sealed TL, �EEi 1.6. inch insulation in cavity min. �E►�l.�C� � U Garage Fire Separation Lj� ALL House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X G� 11� Ceiling/wall Windows Habitable Space/Bedrooms 20 in. (W) j 2 5.7 sf above/below grade r) h� l 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 \( �z. Flo c.Ltl un12 HCP ARCHITECTS #1770 P.001%001 Post-Its Fax Note 7671 tiaR° p9 TO �i From y1 Co./Dopt. Ca l/ hc architeciS Phone K PhWnO�t pax x � Fax Fax - 01 MEMO RE CEIVED To: David Hatin,Director-Town of Queensbury Building and Code Enforcement JUN 0 3 2005 TOWN OF QUEENSBURY From: Bob Hateb BUILDING AND Date: June 3, 2005 Re: Glens Falls Country Club Additions and Renovations We have been visiting the job site as the work progresses and discussing any issues with Tony LoCascio,the construction manager. This is to certify that as of our inspection on June 2, 2005 the building addition and renovations of Phase I of the project are constructed in accordance with our construction documents. Robert Hatch AIA Project Architect CC: Tony LoCascio Jack Bieniek c ► Framing / Firestopping Inspection Report � Office No. (518) 761-8256 Date Inspection ques r cei ed: Queensbury Building& Code Enforcement Arrive: am/p epart: p 742 Bay Road, Queensbury, NY 12804 Inspector's Ini a l NAME: 9,s " l 6�1'7 PERMIT#: 4 LOCATION: '4 ' INSPECT ON: TYPE OF STRUCTURE: Framing Y , A COMMENTS Jack Studs/Headers Bracing/Bridging �-< Joist hangers 1.V�Q�1 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 J 1 %2 (w) 16 gauge (8) 16D nails each side r/ Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center 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.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 k k �j GFCC TJ-Beam®6�1"6 Serial Number. 22;0� 51/4" x 18" 2.0E Parallam® PSL User:1 3/21/2005 2:21:15 PM Pagel Engine version:1.16.5 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED F_ 7 ,2 20' a Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width: 15' Primary Load Group-Office Bldgs-Offices(psf):50.0 Live at 100%duration, 15.0 Dead,20.0 Partition SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 5.85" 7500/5546/0/13045 L1: Blocking 1 Ply 1 1/4"x 18"1.3E TimberStrand®LSL 2 Stud wall 3.50" 5.85" 7500/5546/0/13045 L1:Blocking 1 Ply 1 1/4"x 18"1.3E TimberStrand®LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 12828 -10708 18270 Passed(59%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 63071 63071 65497 Passed(96%) MID Span 1 under Floor loading Live Load Defl(in) 0.539 0.656 Passed(U438) MID Span 1 under Floor loading Total Load Defl(in) 0.937 0.983 Passed(U252) MID Span 1 under Floor loading -Deflection Criteria:Specified(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 14'5"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -2000 Ibs concentrated load requirements for standard non-residential floors have been considered for reaction and shear. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The speck product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: QF lVr Tony LoCascio �,a�F\ AJS Enterprises,Inc. apY, 6 Highland Avenue l (� Queensbury, NY 12804 Phone:518-793-5542 Fax :518-793-5542 tony5442@hotmaii.com \ .F r � - r Copyright © 2004 by Trus Joist, a Weyerhaeuser Business Parallam® is a registered trademark of Trus Joist. "tit 4r GFCC TJ-Beane6.16 Serial Num�"002 0 5 1/4" x 18" 2.0E Parallam® PSL User1 Engin 05 Versio1:15PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.16.5 CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 19, 8.001, ^ Max. Vertical Reaction Total (lbs) 13045 13045 Max. Vertical Reaction Live (lbs) 7500 7500 Required Bearing Length in 5.85(W) 5.85(W) Max. Unbraced Length (in) 173 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 4552 -4552 Max Shear (lbs) 5453 -5453 Member Reaction (lbs) 5453 5453 Support Reaction (lbs) 5546 5546 Moment (Ft-Lbs) 26811 Loading on all spans, LDF = 1.00 1.0 Dead + 1.0 Floor Design Shear (lbs) 10708 -10708 Max Shear (lbs) 12828 -12828 Member Reaction (lbs) 12828 12828 Support Reaction (lbs) 13045 13045 Moment (Ft-Lbs) 63071 Live Deflection (in) 0.539 Total Deflection (in) 0.937 PROJECT INFORMATION: OPERATOR INFORMATION: Tony LoCascio AJS Enterprises,Inc. 6 Highland Avenue Queensbury, NY 12804 Phone:518-793-5542 Fax :518-793-5542 R tony5442@hotmail.com Copyright © 2004 by Trus Joist, a Weyerhaeuser Business Parallamn' is a registered trademark of Trus Joist. z o REVISED LFPER DINING log 109 C___, FRENCH DOORS J.5 AkFIN. FLOOR ELEV. 0'-0" EXIST. CREST EIN FLOOR R QN ELEV. . fl 0-81 NEW MECHANICAL L INTAKE TO EXISTINGDOORS ROOFj TO IPEMAIN,--\,, E or DROP SOFFIT '_O" A.F.F. - ----------- FAC ---------- SOFFIT-7 Q06 01-6-71 F.DF SM. -------- ------------ ------ ------------ -------- ------ FILL HINVWINDOWP.T.D. C14 OPENING AS A k 00:j :-4_ P.T.D. A302Qco Fl-04-1 18,-3r co OF.Dy. -C-4 - ---------- - E ---- Asmy-SDEU&S Ul 0.2 Ofr, —4 uz P SOFFIT— 06'-0" A.F.F:"— ID ---T--—-----17------------T_1__::: 'NELS'�13 A� 0\1 0 F AN. FLOOR �FACE C14 FCl L 'IVELEV. SOFFI T �2 AUM R"FS rioll FC 40 vX FILL DOu f dPENINP As IN. FLOOR �J LEV. 0'-0" 9 _,E I<WAINSCOT PANELS 1 A60 I -SEE DR. 13/A601 f NEW CONSTRUCTION RAFTER'B' f ;\ 2x6 ® 12 O.C. ETE 12 MA- ® 12 O.G. �• ��`= rt �' LD PROVIDE BRIDGING EXISTING AS REOU I RED X ROOF - i (6)-160 NAILS \,0 ® SPLICE 12 4 1/4 V 21lx4" ® 16" O.G. X-BRACE EXIST. BEAMI' T-5/5" GWB CEILING PROVIDE 2x6 CEILING JOISTS TO MATCH CEILING HEIGHT OF ADJACENT ROOF TRU55 IN WOMEN'5 ROOM. EXIST, NOMEN CORRIDOR 107 006 2x4 STUDS ® 16" O.G. W/ DBL. TOP PLATE )N EXISTING FOUNDATION WALL yuauary: Zl 'rype: PH Span: 121000 Yl-Hl: 5.15 Left OH: 0 P Right OH: 0 P paga CG COUNTRY CLUB WMAENSBURG BRANCH N ALL FLASBS CZWKERBD C3I S11H 130M LATEIAL BRAG: 191Y76WH RHECTIUNB: L41dca9a 91 BOT33; N OR 701ms IMMPT: Top 0.65 2x 4 or-02 TOP CBIORD - CCMINOWS .1T REALM AVI 1TlD RB0 FIID Total Domilyn Loads 1. TRU9383 WWUFRCTUIUM BY - i C7 37 PLATB GI ER 8 T HTM 0.24 2m 4 9p-12 HTN CBDPD - COmTINVOUS LB9 Iti-32 IN-SS C'aiEo»Load9 1Pl-f1 9AAATC4A LQ1l8SR'IBADHRS A MS OAS 2m 4 3P'-N2 A 40 5- S 1 TC 1a7.30 A to 107.39 H 2. WmlAICAL A"J.OG IS umm. Y 3.00x 4.QU 5.39 3,12 + ala D/A N/A TC 107.3@ B to 107.3@ C 3. HIND LQAns - AN5.1/ASCS 7-98 13 4.00x 4.00 CWm 2.20 +CONTIRVOVS BHTM111 P -E BC 2.71 P to 2.7@ H TRUSS Is LHSIGAMO AS A CD R 3,00m 4.00 5.39 3,32 C 29 5- 8 1 MUM 111no-P08CA RHB SYSTEN A c Ana►CKTIRSDR HNN LOCATION uPLI4T eovtm AT BHARUT" Halm SP® - sa ImB HOG OPLIFT BRG UIPLIBS HEM ROO@ HNIGBT - 2S ca LBS LBS sxpoauPH CATRWRT - C A 141 F -9 124 OOMAHM PRCUM - 1.00 fU C 141G 1WCL&=BH7.1D171G. 91 9=012 TO GFAV. LOAD TC 01A17 LORD - 6.0 ESP HC OHAD 1XW ee 6.0 P9D DL+LL UHPL- 0.1211 J11 V-B 4. fWV WM LOAD PBR ASC8 7-98 LL DTPL= 0.01" [ BR0-SPAN/36a GROOM smN LORD = 03.0 Par m SPANIDHPL (OL+LL) 339 RAIN 1-m NOT RHq'D Md?MTANC6 WTORv 1.20 00 THIPIOL FACTOR: 1.00 01) 00 sleasum ryVm; 1.00 to (BAL,UMAZ LD TSCv0.17,1.501 r� 5. SHIM HACK BHARIUG NASA AS CS) 4x4= MURMW TO iNSURB FOIL BB -3-14 B HH -3-14 HRARTUG OaWACT WITH 5.75 3-0-14 TC TC 2-11-6 3x4= 3x4- P � 8 D H1 2a4 Q w.-S a s R:50B R: 40 R: 29 r o: 1411 u: 141 TC 11-12 6-5-0 11-10-4 _ 121000 ta -- -- 12-10-0- - -'- '--- - -- -I Z.1 ALL PLATHS APA LOCK20 I7 tj RIP=TO ROBBnvs EKG. G'H UMMI ROT8:5 AND simots SHHBT roR S�-Ala: 0,375" 1'ADDITION SYLCIBICAT7011S- Rabbin9 nea Bagicing, lac./Online Plum W"FOX. TWMS a g: Si A LOS 51,000WIOCK-me phi.Da g3f.,0d-ASVd.UMS4G-h4M Amilbr nnor;u.,c.`c.�on�mrew.,mrvr.ruN,mrm■,i�.=a..+n.�erQnT.. -:.. gp6ed e-br■iLm eehms�/e■.b Ju+ot Ceawr Drphdu u■rev.6.nolMrw®e it pe.mooi hva errmp.Arhr le11a"I n pubwad by Lie Tina pleb raitorq sm Ur Loadeame #I Designar: Ank■I■]�rilu�vboi VoMn alb�rr'se udinoed b/.'.",ill Nch Lp6ln r+■ Oao6io 0ri.e,9oNelORH.!'vw,Whuewi�il7lA prtw6�rrxVnp rrme.n TC Live 65.5 psf Checker: NMM AS3I6eD yarails'■a aew r4eNear lorpephlly■1 @I pnY a■d/..eea)10 bee Lcb e■e1■o ualbanlmaipY[Qlaiaul.d�iR laeamimf proper ene�firybgl laPm�N ark.•. aphbwntlnlua3peevaaywMR�aue0�vn6�.maannw�^burmpud�e m906Caod"Eoula.it.".CrR�vdaen6.ei.p..r�arams�aetgrw:vu� !C Dead 15 paf Revi%"r: p _'_ r"-."'� ad.■■knlafie'■hd gl■n.iN .■dlbriude■il■Ud � perie.mwra.ynip.cu �r■x,l�w�e.■+eren;.o.7ep.odmimm.►o.wm.nea.awv�l�ber■eabie. 8C Lioe 0 ps2 Designed: D vekpp aemmlpfnhfipr-tk■MrSi--Gru Lw■+pr..d1kFjj.k".era .hxwapierxbt�.rr4rderilioFrvpeeihey-ilbmeeeepr¢,Atseadhe■a BC Dead 10 paF Rev No; �mr-J nla"He,ieaN llarp3p.elAoliau Fbr5l.aa-Grade L■c■hra"aWFuu■{np" ser61■Wltle dnllp 1.ed■ubliad■.Na dr■wieeM■r ra<eul tle rNJdral oae�vABn c r,nrwrra IwAa.s Phree..■r.hdw"raTrane/'RP1}� esma lirlmeoYir®N�trmn■+I:ieKrelae4eiupnedDyier6deuildi�tNew Tota_l 90.5 p■f Rev Data: 3ataloga Unbe!Travers Lumber aY 1.13 Riau Date: 11/0e/04 im JL'Ri119HaC'DPVOFTIUSDESICHTOROVCMNCtITM1CTOR Plate 31 1.15 Varnicn: 17.0-1310 W r713 THE RFSMS519JLpIY CWTHL RL-ILDi7G DU1GZ1CR.IND7RUS3 FAR 70 RHV16WTID5 DA{HVIG.A Spa Ling 16.0 in. Draxing: m vrrrev TreeTnare rw-rnnra'f:mar,■ nano rnpmpvrn anrw pe.a.vWorn.■■,w mnw .vmrre � ;ocbins fr+,p'nesiin�Inc/Online Phn w'D 139�2004 Verikn 17.0-510 Empmrig Review Onwhg Pagel vvaa: AU969 Marx: KL Qjantity: 20 Type: HIPP Span: 250900 P1-H1: 20.13 Left CH: 5- 6 P Sight OR: 5- 8 P page CG COUNTRY CLUB RAAAWSBURG BRANCH ALL PLA3BS CBNTBAHD Cal $138 LUMBER LAMM HRAC7NG: MAXIMM REAL'u'OvS: Camman Truss lIOR'E8: � OR JOIWCS XMIPT: TOP 0.44 2m 6 SP-12 TOP Cam - CIMTZR OOS JT REAGR ACT 1710 M WTO Total. Design Load* {pl1J 1. TSU8998 m1RII7AcTUv= HY - m JT FLATS slab Y Y 87H 0.21 2x 6 SE-42 STM CHORD - OONIMI OOS LBS 3W-ax YR-an TC 107.39 A to 107.34 A WIRATOM LMMMI TRADm" t.D A 1.00x 4.00 2.29 3.40 WSJ 0.50 2m 4 E9-12 1164 CONTINUOUS LATSBAb HAACr" A 1593 E- a 1-14 TC 101.39 Is to 101.3@ C 2• QWMC:AL ANALOG IA tram. '�• On 9.00M 1.00 1.43 2.10 ATTACMW NXIM 121 Od MULS D 1509 8- 8 1-14 TC 101,3@ C to 101.34 D 3. XM LORDS - AHS2/ASCC 7-98 to 1.09m 6.00 1.36 3.94 AEV8TI4'YV2 1dNNUA 3NCREASES: 'Ok 32MM R 19EM THDICATIM BC 23.19 A to 13-31 D TRUSS 19 VWSTGSM A9 A D 4.00x 4.00 2.80 3,4S va 15.01 FT 0.a4 WC 0.ai BY Q�0. VBLIFT rom AT BZMUNGS HALTI 1rTepo-FORCE Res 379PFEd �p BAG OPWRT BAG UP"IT MR EITIRIM ZONE ].Ocm1cH LBS LES 1gM SOMM - 90 NP9 A 132 D 139 MEAN ROOF BBSGIM - 25' � DL+1.L UNIM - 0.15^ 331 A-B OCCUPAuc:f WACTOR- 1.00 N LL DRn -0.06" < BRG-SPAN1360 mucu98D BWLDT". UI SPAN/DBlt6 1DL+LL) = 999 TC DEAD law - 4.0 PgLr ®C DRAD LOAD = 6.0 PSe 4. HOOF SOW LOAD PER ASCE 7-99 GROUND M" Ld3AJJ = 95.0 PSp 0 RA" LOAD HOT RBp•D F--' XWOR1919CE FACTOR: 1.10 00 BD 11-v ��RB 2x5 1t7xe No 11-0 TURKMAL MTCAa l.aa m RH 4 B T3 Ti C HH 4 8S@03OR$ FACTOR: 1,00 Ln (BAL,BIrBAL in sAtyo.77.1.s0) I' 5. ANCHOR TRAS9 VOR A TOTAL '9 uonamumm LOAD OE 325 LHS. N j 11-11-13 20.13 TC in W2 171 \'IIC 11-6-3 N2 m 4x4 404- > A H1L P 51 0 E BAR r O 2x5 5x6- Sx12- 2x5 W:508 w:509 r R:1599 R:1593 r 238 U: We s TCIA 6-5-0 12-10-0 19-3-0 25-0-0 Ln_ m RC19-I-4 - :TJ ALL PLATES AM LOCx20, M = PLATE SELECTED IN PLASM MONITOR RBHBR ro ROB93NS ENG, GENERAL NOTES AM STHBOLS SHUT FOR ADDITSataL SPSCIPTCAT141M5. Rabbios En ineterinq, Ise./Oalina Plus' APPROS. TRUSS WRIM : 234.9 133 3ealar 0-189- = 1' FARM.'d LOCH mmowpulN(J✓IgspH-,ImP-AY/-N A695S GndN,4Q)saI9Da ReQBin,Fog[w bnn as rnpauihtiry Armee.mlw dhcuueti r.N 6ntit�y al xy ,ppie6PODtIR6ro�7tr.n,ItsthJ,iat.[mbrtbeptAtbv{m.hervetl,r.rh,by proamlVmhnae�A�ferbaEi79-91a�yalleYadLrlhclreiPFmlutiitoy,g8id 7.oidCasa 01 Dsaignar: t:�it,{a1•�armltsh�uatorah.nlx5ca®aatry,'r^,,u.rnuapw.,.aP Otwlf4olltn45swJ4A}Tnfisto lresowrosaio Irn:�mhat.nma,ra TC Live 55.5 Paz Chacker: None ASSIG03D ?••- pa,Utlx%h tae Aa& Mrftmnih At lae p.&-,iI-hnL Na loess.boh-veos aam)jk4 to tnl p."kNId hke.--r u&preptra don an,9te m pmevt io pLm mrbR trea.£ptiro ury+.Weiaon�Dunll�pfas ufovt 4"be�timpat ea.h 7aQplfa�ael'd,skinu�'.bteraa.lf arv�aoapmvat�Gmpe/uttos barie.thn. TC D®ad 25 paE Revioxer; TJ - y..= .q.ipamt mrgglEfpPinp,dseiNaTap,dautma LanilllullbradegwYl➢hnndi.lM SC Live 0 psE Designed- I> tad.vaimuaraandnurlr�cPrre,var.e.�ra.,e�dln.w*lom.a,. .e.lptada.emalAPfaeioPh,ndphtm nitaer4.wvpnp.ralmueo4.nte ,ARa.eonMttldq+„ypdnmtg.tonl..h.Jtd,hertT.onimvteala.na 0) xlla'�,t6ail llaig.9pniCuliu...PorStreft-GtvJ,Lvobn tnd ib i,tteoutp" ax.tvIm tut ale dnb.l.a4 vJlht4 ea lah d-i.5 mntw o."d me t H.1 Jod DAad 10 Qs£ Rev ND: m JAT7AA-D ig.Sp.WuTwet fit LightlkW Pb.C-end Woad 7rrue"RVIL k.4.impnedq Ae tl,a.nn tW lselF7 rmdsiopatri 4Y tee tbtat puDrm6 endear Total 90.5 psP Rav Date: Saratoga Lumber Traders I"Hun 0.*cAuft W I rwdRill..e Lmmlbsr SI 1.1.6 Run Date: 11/O9/04 Plata sl 1.15 Version- 11.0.010 N IL'i1.ti1311 AtGPY aP711>9 D15ICN Ta 1AIC►ICL`I M?iTRt C'tOR � ., DISTRER"rMINIH.FY Of TR6 MILDIYG a{51C'01ELM'DTRIM i.RH,1e REVIEW 71133 UR\WLNG,a sp-Lnq 16•0 tn. Drawing% � vvutNT11iTnaTA-rr1Rmr.nF.0 A IItltt.MVnlilt7n-ru Pt-tm IC vrxA FAR 7mu t,vni'm iahOitsEngt�ering,Inc/OalinePltl^'9/906-]C6aVersiun l).O.OIOErytl:erimjRrnnvOltsxing I MOD47:1500AM Page' 11/09/200�$4`pp.� 07:25ppyy 5188851041 SARATOGA LUMEEP. TRAD PAGE 04/04 m n ®M -m' I N W! W 1 i M W W r p1 ni oo hf4 r�f�h�BHj - 0 0oP[gga .o.4e"_*1 0,4 A Ir'•;'R �I Cf O 'if � Q � 18; lei u a� yC M M F^1u R D EI E; `r2 � G R 7 G pppp 1 LL44 m m MW W m MA NCI 4 N aaaaa o T9 ul Y1 G G 1fl •rl 1 . N O M7N b OI n A a r 1 H N '-I H H M m nrrn �hM wW h �w °+ I Y1 � ee� e yu h CII YI�I� M y 4 V t/pHL4PF7 67 k7 �j E ��ilt� 1Nz '1'G 4Lmq Np NiN J �gp � zC Ifl G I 66i� rr++ wV��T. ENN II l5a IX R7 _ F7 7� f pl and I sd�� aM n L' cmip �o Q�� le � �99f ♦ ; P� R D�N I � V' m in �py� =�s=13,Z go lia4 57 � 5inI 1 i o mLn Iild^i C i$s N x S. � I �Eppue°Qa � � J7gR m n In I I Cee ,� V C'r I �7M pi FIL gap 1 $ �Ico�m � °Q I p1 a 5111 �ey7Sfya=.j��p� QC L rl rl.1 No ' K I I tllid ��C � � ---- --- - dp Z 0 I ry� m F s1 0 oxx xo�D,m N NNh••cV Syr 61 I N I 17 pinU a 909 1 nlp7 S� ►1 emn a I u a - ?oeNl+ nlea Fe �� yl! StIa- i "Qedt 209 FN a I G) HwSW19 U� Oe�y �W '1 a�C 9..A��9e 39 ►1 4�r r T � a � p�o l'INND1 1 I Yq ?'` `D Q M moo lDm U eoaevo � 57 /' -•• � /•1 s ' N4N¢iT N 3M wCQe f+r�p 5 gg wutuie ppssi�® pLu m C1 Q � 4 u r� From:Tony 5187935542 To:Dave Hatin Date:5/19/2005 Time:12:46:18 PM Page 5 of 5 I. _ ,, }i: r:i•:LtiL`: •:v'• ::d•: ::tiff:-•},x'rir:•i:• :4': ol :l:• v: :: ${:d '•v} rr. v 'v s 2':' ' i..... �/ f: :;. f � „; :5:� . ::!''.! :•}: }:is is•}::•:::•?:• h::•::::tip:=r... :}: '•:% : : TJ«r3 `F�, ?C:��l `f-, ' < �€��,i�I?x' M €gin'€ �� T r 's€ ,�`�SU �<,.•oo•, �:.W �L} : t.'Cl�zr�1ares ctR jOk177S 6.3 x 8:8�< �c,first diuk-,na,;0:3 Ctir. >� .1 �ererll tiJ..e M.rI.a )i'..:in; . �177.k. . t ur.( s oche::v:a�q1;p its mAd " ^as)red�}I. rpef)- �/ i s c3x�3 w ctt�Z):f.d n^t c each �: &m fist or t:n our nt. d• o3a r�sfor- F,)6 enci: 7tt�t nt ^�acz v;ctY:t)<t,1. 3 0)�. t i3...le nziors:am Cr: a;n I1-.�fnr I Ip*n:i tEo-tC, Cif] � .l 1'' ��f" QC � �r:"iC'"Sci rftf�it �t f > Inciic� ! t t' or 1.S";ur: tYiCa�)I 3 iia ailr:i xa. c) �' �� c v)t.c 0 Er�,r d 1-a'rp^3c �} ^' )`•I-16ch : .f0.8,, ../� .��t�Ict: raf,.�,�c1.3"o c . �r 'T ut,: 'brae:nicc>c 5 e ..1.:r # 3..sr>tlQr ..f) eag"I.:: 1'L�"�,PLATE.OR `�f L: �€�1'+ .f?A�, €�i`��€C3I�� I.1 . Li�.t`.€. lVN(s �� t.V. .I <. t}�arp IYI6i ;[CS 6 e�"�C3 �}: ffr'nif0 OI 3 0Y 17: ��' S�tFR:d)tr.ta>:lS1.v��.>In3Cv c0 ec - ------�--r t ` a1Y..yfY,.ri^f CEO-S)ft .-: .. .-:- : i:'l\-5,::{c,i-.�.Jv.�I.r?"�)t * �.�:3r^f,I^.ti{s pie s1.u;?yac�s canrrcr.a p'ace.. 048 t 8) .#ltfrte,7sr^tz teas t� <� Ereii1 -f^.arrnrs 91 l . 6^e ttior .Yc 3Ei r,n){: I>i:Ed bt )i a k. I cii tkK)f :•4--, �J C -----� ----".—� , .. t +ti . 0.....1.C. r;.$). ^ tf!tL Ln i.(f0 Lf37vtt 9 G. a .Tt"n.nY.,n toe itt,"uat^�.. C,r. uC, A.d.ftus, ��CJ BRNS! U)CIK f vtt k- 6f 0.1-A t i t 20 9 7.yt'v sI Cr : ;Lt$s .. 1:ter.. <€�tr r [t 1 i� iS <<�i.3:::.� liEaC�C )'j S�Za � c?C' a h�'� :Oa� k. 11 t;5, �( ?a(�)?1�'c � �,: t. i. !St itL'21`lf f_tS tYYETT) {:` � t):<7 Z` � 'LJ O{ Y)1` 3� ear I:�CIi2t '.P-:2 C'' . 1 -tar=$ :n,w. S t)S t)4'•`. i�:tl) r is a �.... , :O 2i -II ^S. S 1E:SS'f ..>tC i^'11,Y �1. , C.�t:(f.S c QZ;�?� ,t3 t fi :•C}[t Li �l�t� if:�iZc t; CI. Eta•S €}��te €rsrittr:> '^(52 ��)fits l ri -oast �.,10tr:ox 1 11e, L7 ;�;J.'' Ct.:ice 1i TCC'&t'4? '.Cp1Er'e:: r\l:r; tlI I"ft?`,ij. 9 �t9., t..A;, l i�t:itt 5.)/:�,:, 9 1I2° C11�t SZ'}lf 1C $ 4Zi'Il; �1LL1 SJ?.Tl� ZS;lSFl?t ' " J�?ft1r?S c'?fflflt iL" SC., �:fF ALE ,Oi1Cw CJ SC C:ti.�} t}. S`. ? i3 !-'r: i• .•-• ry r v+r r iSgrir c ry >F- 3t ftdr i c l�{ :IJ l C 1'i fttt�'i'3tLC� ?F3��tL4!l:tt . l�Sl�.lttt;ttt:t t1CiS`EG O.9 i. 9�. II7. �y . £•�}aC c c.,r fs .; 3,>L:Z } G: fly :f'4bpi ,`is , p) ti�S i 11C'pee-,(i!•t1 Cs Ott e 6Z,iz°f1C 2£ ll hl;C� :Qp . `n`?sf�� `��OITf; tOLY1t>� �'.�tir ,,1tc J C0 1 e: r3EtiCl: ,, ... . 1. l3OG E'�F'S.SS L ft.:f:jl 9.Off) � it3nC�.�.0 G:Jr �rEE :'SS pr VC;s,f d"ha gc .-q ing - ':Ii d� iS St.iCk�C';S^1�){LIt' Aril}:ewt 9.bt. s11`tCt� F}fi �F.Ll:t Ct} 1tt ,�i t;i�':fT ?tt .5.1..: 3(IC�CiCLEIUil. L.S}`. :nd b(� of);-r Ch6-f''s �I :�::�if.• i1L�t ex t d y?`3 ! at>t1ine of fib &LIOI.l 'an �, -r,rC id,GcliJac,+,i �.`tgoe� fI _ !! i}i:C;:1f rSf.3h.6 1�. +} CAI f . C LS3' tJ .iY..fi JC a I.C�1J G fCts JSc tt'.0. �i"4 f: 12.,Q,13,-I t,I I 1V TC,3:C.C.Wc) �f:1S �'�:14S OiiS ^uf�3ts,'4FLt ?t.rS , tlb`, f ct5 Chi�tgt` utt';5�)tr pa,c�.' i ai.�.t flf' .ttlt:t tii'lf1. , `O a,--xeF-,Mr Eh` h3,G}f:$. ;Z ��?<`t'�� }I:; .. r r� --. t�S)8 .�� LTtZZ� €�) � Lf+,r > �JFr C3tst r1� �OI"lJ{C1�S :<�I34�t¢ t.)i1"3;?!}nz.,-, p'F�i o fC:C� t� ?G .3 C�l?k '�2G i ::Lumber al- ::€Ks €'S5i`C tz r? �'S. �.� �h; 1cs i t?1 �c�..L?t-) 'fi2� SLrt C�t3I. u.Z :t:1.. IU:, t� ab?'UU��ti "i G;>Ft?EtZrTX$ ;�r3 ' t �??. �C^L.3`:�i��ZL�.C;it��1i'L.; N�ti %CSC; ;7�� L�3C IOC t �2t3i C£ I T�1t#G C' flt+tt?YI<1. f.�frctat'. F.. ... .: x f6s*,&' (-TP1;; arc& JIT* $�;1� � i . ..c..�- . y I ZSJ.N F; ,.Z'�GY��{ ([�� y}�1{'L\77j 3A (�S.[•{Yt) �.��c//+,1�1i \(y/ .l 7y�))Y({l.�(<\]}�ld' `yyC A{/t.!1• � is . C : } SY�]'�/Q`,{iTti..I% `l�'�lJf.(L l/::. ' � Y 7 Lt"I. ,.'ir�. .: :: ,r y� ' $ -". t''1 v•f }V� Y�' ,..•......t..M.lM.`.y....r^f»j.�.+(.-�j.--r u....� F _( ?) - j:'�. yr > 4�rr..SY a•: :o-. .. '.. c�t�R C LI.��{''..:L€ - {,�ifl3.€\-I-x:rrf ?�' S..�77..M n. :yr' < ' : s �. E�J €�ca?CE1Q . r� ft 'ram' rt E.svX►!f s f¢;iec T z1��sr r'1 o�6b: .3�)S5 t Y Y rt r r �.. i ': )i S.. :w.♦•..�{....� r Sj)I.Q191. qOh<'i 4'L)C) 4.. �� 'd 3 �l:1�! �� <C S ry 1.::. Foundation Inspection Report Office No. (518)761-8256 Date Inspection re e r ei ed: Queensbury Building&Code Enforcement Arrive: a p Depart: am,` 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial : / NAME: _ Q RMIT#: C),5-- `-� LOCATION: L INSPECT ON: �� TYPE OF STRUCTUR , Comments _^ Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place �T Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper FquKifation Insulatio Interi Extel r cl" R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 1 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection r u reeei ed: Queensbury Building &Code Enforcement Arrive: m/p Depart: aep 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi ls: NAME: C�5 _ P IT#: _ LOCATION: II` ECT 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. aterials for this purpose on site. oundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:1SueHemingwayOuil ding.Codes,Inspection.FORMSUbundation Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reques r ei Queensbury Building & Code Enforcement Arrive: a /p epart: a rrr 742 Bay Road, Queensbury, NY 12804 Inspector's Initials NAME: PERMIT #: — LOCATLQ INSPECT" ON: TYPE OF STRUCTURE: Y N N/A ), ugh PlumbingNail Plates PlumbingVent/ Vents in Place 1 1/2 inch minimum Drain Size - ---�t�1� WashingMachine Drain 2 inch minimum �oD� Cleanout every 100 feet / change of direction Pressure Test D ' / Vent A' ad . or 10 ft. above highest connection fo �inu sure Test Water Supply Piping Air/ Head per``,Dx� 50 P.S.I for 15 minutes Insulation Residential Check/ Commercial Check t�\ 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\Building&CodeAnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re u t eiyed: ` / Queensbury Building &Code Enforcement Arrive. Depart: a 742 Bay Rd., Queensbury, NY 12804 Inspector's it s. NAME: 'ERMIT#: 0_U LOCATION: ( �CU,v� p INSPECT ON: _ '- TYPE OF STRUCTURE: Comments Ij — _ Y N N/A ' ootings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. I.:1SueHemingwaylBuilding.Codes.InspectionTORMSToundation inspection Report.doc January 28,2003 i` Foundation Inspection Report Office No. (518) 761-8256 Date Inspectijonest ece e Queensbury Building &Code Enforcement Arrive: p Depark 742 Bay Rd., Queensbury, NY 12804 Inspector's In 2� ass ag D NAME: _ ' MIT#:LOCATION: "211 PECT'ON: �l TYPE OF STRUCTURE: ---t-- C/omments Y N N/A ootings Piers Monolithic Slab Reinforcement in Place l I The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/ Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backflll Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:SueHemingway\Building.Codes,InspectionTORMSToundation Inspection Report.doc January 28,2003 (ZL TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Memorandum To: Dave Hatin From: Steve Smith Date: March 14, 2005 Re: Plan Review Comments-G.F. Country Club- Revised Drawings I reviewed the submitted revisions, and have the following comments: 1. Exit and Emergency Lighting has been addressed, and appears acceptable as shown. 2. Detection shown on page A801 of the drawings is heat detection—must be changed to smoke detection per 907.3.1 FCNY. 3. HVAC fan shutdown has been addressed and will be provided per page El of the HVAC submission. Steve TOWN OF QUEENSBURY COMMUNITY DEVELOPMENT DEPARTMENT TOWN OF Q UEENSB URY 742 Bay Road, Queensbury, NY. 12804-5902 February 25, 2005 Tony LaCasio 6 Hiland Drive Queensbury, NY 12804 Dear Tony: The following items need to be addressed on the plans for the Glens Falls Country Club addition and renovation. 1. We need drawings showing the existing fire alarm system layout along with proposed installation of new devices in the occupancy. 2. We need emergency lights shown throughout the altered spaces to light up the exit paths to the exit doors. Exit lights should be battery back up that are shown on the plans. Additional exit lights may be required. 3. On the plans, there's no type of heating system shown. Therefore we need an information and/or drawing showing location of ducts and HVAC systems to be installed. 4. There is no attic access shown on the new attic areas. The minimum size for the attic access is 22" by 30". 5. We need design calculations for the addition showing wind, snow, and seismic loads, and floor loads that have been done by an engineer or an engineering program. 6. There must be handicap urinals provided in the bathrooms, at a maximum height of 17 inches above the finished floor. 7. There is no ice and snow shield shown on the roof sections that comply with the Code requirements of 24 inches inside the interior of the exterior wall. 8. Doors 109B, 11113, 115, and 118 must all have panic hardware. 9. No energy code evaluation has been submitted with the building drawings. A ComCheck program must be submitted with this building plan. 10.If a new heating system is to be installed in the addition and renovation area, fresh air must be provided from the outside for the occupancy. Therefore we need information showing how fresh air will be brought into the HVAC system for the interior spaces. Sincerely, T of Que nsbury David H4h, irector Building and Code Enforcement DH/mg L:\Maria Gagliardi\MARIAG\LoCasio.doc "Nome of Natural Beauty ... A Good Place to Live "