Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
96-446
CERTIFICATE OF OCCUPANCY TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK November 96 Due 19 — This is to certify that work requested to be done as shown by Permit No. 96446 hu been completed. COMMERCIAL INTERIOR ALTERATIONS This structure may be occupied as a '708 ROUTE 9 Location TOYS R US Owner TAX I f A F N O. 5 3. i By Order Town Board TOWN OF QUEENSBURY ?Vd/V Director of Bldg. & Code Enforcement BUILDING PERMIT VALUE $ 50000TQWN OF QUEENSBURY No 96446 TAX MAP NO. 98. -5-3. 1 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to TOYS R US OWNER of property located at 708 ROUTE 9 Street, Road or Ave. in the Town of Queensbury,To Construct or place a COMMERCIAL INTERIOR ALTERATIONS at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is GLEN STREET QUEENSBURY, NY 12804 2. CONTRACTOR or BUILDER'S Name C & F QUALITY COMMERCIAL CONST 3. CONTRACTOR or BUILDER'S Address RTE 3 SWEET 403 MELVILLE, NY 4. ARCHITECT'S Name NEW YORK BOARD 5. ARCHITECT'S Address NEW YORK BOARD OF FIRE UNDERWRITERS 6. TYPE of Construction—(Please indicate by X) COMMERCIAL ALTERATIONS ( )Wood Frame ( ) Masonry ( )Steel ( ) 7. PLANS and Specifications No. 8. Proposed Use COMMERCIAL INTERIOR ALTERATIONS 1575.05 $ PERMIT FEE PAID —THIS PERMIT EXPIRES July 22 19 98 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Queensbury before the expiration date.) Dated at the Town of Queensbury this 22 Day of July 19 96 SIGNED BY for the Town of Queensbury Building and Zoning Inspector Department of Community Development ; Reviewed By: Building & Code Enforcement '„, , l ilding Itispcct r T OW/l of Quecnsbury i Permit a:it No. ji` � 742 Bay ,Road : 1 �C Qtceensbury, New York 12804 �' ,'" . Fee Paid $ I (518) 761-8256 Permit Buildin Application A PERMIT MUST BE OBTAINED BEFORE BEGINNINGCONSTRUCTION. NO INSPECTIONS if AS BE MADE UNTIL APPLICANT AS RECEIVED A VALID BUILDING PERMIT. All applicants ' spaces on this application MUST be completed and the signature of the applicant MUST appear on the application form. Applicant: -`7"4'>'`5%4 ` 4.~s Owner: may-5 A • `/5 - . Address: ie / fC`'41 ,/' Address: Y^6,f `4) 1d15 �,,4,/2 4,^7-cr,f `J-' A4t'!#9, 1 , i✓ ' ('hone # ( ) - _M Phone # ( ) _ . Property Location: .1/ ',7 mac. cr/Cr 6"4v G'" 1') 64'") . Tax Map Number • --.__ ------/ I Subdivision Name: Section 13lock Lot .�r..+.r...........w .nw....r,rA..«....+n ....«.w VIM wO .rwnn.ww.ti _\ .._ . .. w A „ NATURE OF PROPOSED WORK: ESTIMATED MARKET VALUE OF THE New Building: CONSTRUCTION : $ S zeeo residence / commercial Addition to Building: • .... residence / commercial OCCUPANCY INFORMATION: Alteration to Building: Primary Building - residence / commercial Single Family Dwelling Residence / Commercial Two Family Dwelling no change to exterior size Family Dwelling ' Office Other Work (describe below) Mercantile Manufacturing Other GROSS AREA OF PROPOSED STRUCTURE: If ADDITION, ) what will use 1st Floor 3/--) sq. ft . of new •addition be? : 2nd .Floor sq. f t- . Other Floors sq. ft . . (not unfinished cellar or basement) ACCESSORY BUILDINGS: Detached Garage 1, 2 car TOTAL FLOOR AREA: ---3, ,.) a SQ. FT. Attached Garage 1, 2 car Private Storage Building SIZE OF NEW • STRUCTURE: Commercial Storage Building jUL Other FEET X FEET . Foundation Type : • Will any second-hand or ungraded Number of Stories : lumber be used? If so, for what? (habitable space only) Height (grade to ridge) : feet TYPE OF HEATING SYSTEM: Number of fireplaces and/or woodstove (circle all which . • •lies) to be installed: Electric / Oil / Gas / Wood Forced Hot Air / 3 .seboard / Other Person res onsible or su vi ' o of work as regards to ui di codes is : G-�., CLIP' 61) Name f Addresss Ph_ ne Builder . r,- yQv�-�.r Tyl`.,,r7,C c=,• v " g Li 9 Plumber: 3 S Lic,3 ' errtrI1e Mason: . Electrician: . DECLARATION: Please sign below after you have carefully read the statement. To the best of my knowledge the statements contained in this application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code, the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied 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, an AS BUILT PLOT PLAN y a licensed surveyor; drawn to scale, showing actual location of project on premises. Signature: • (owner, owner's gent, litect, contractor) E1TRAL GB 1 -92 400 Liiii h ,7..;, ,, ,....-t, Sprinkler GB ,_ , _), ._ ,1 .., . } - c T i . Upright or Pendent . . . . , Glass Bulb AAutomatic Sprinkler xt Sis f F _,.. .t ,.... , . . ,, ., .. i Manufactured by: Central Sprinkler Company h , 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Technical - , .,,,,,,.. , WI Description Data �l ,l tv t } The Central Model GB Upright and Model: GB `4,; 3 . , 0 j Pendent Automatic Sprinklers Style: Upright or Pendent : . embrace the ultimate in advanced ;;,, design features. They incorporate the Orifice Size: 1/2" •. latest in heat-responsive, glass bulbw K Factor: 5.6 ., -} technology,which results in a much a: l ' smaller more attractive sprinkler than Thread Size: 1/2" N.P.T. '' i those manufactured with a more Temperature Rating& Glass Bulb traditional design approach. The Color: .; ,,,.� operating mechanism consists of a 135°F/57°C Orange .,.• A,r liquid-filled 5 mm diameter frangible 155°F/68°C Red •Y "�'>}` • capsule that is only 1.5 cm in length. 175°F/79°C Yellow The Model GB Automatic Sprinklers 200°F/93°C Green are intended for installation in 286°F/141°C Blue accordance with current NFPA 13 360°F/182°C Purple (U.L. Only) ,, Standards.They are available in 1/2" Approvals: UL, FM, U.L.0 , ' orifice size and a variety of ., . tc' temperature ratings,finishes and Meets. MIL-STD-910C ''''', ' ! A� y�, 'i � decorative coatings. MIL-STD-167-1 R, ` ,. " '� a MIL-STD-810-C , Operation: The glass bulb capsule Shock,vibration, and salt operating mechanism contains a heat- fog tests for maritime x sensitive liquid that expands upon applications. application of heat. At the rated Maximum Working Pressure: 175 p.s.i. temperature,the frangible capsule ruptures thereby releasing the orifice Factory Hydro Test: 100%at 500 p.s.i. seal. The sprinkler then discharges Standard Finishes: brass plated and water in a pre-designed spray pattern chrome plated to control or extinguish the fire. Standard Coatings: white painted and black painted Length: 1 1/4" (plus thread) Width: 1" (frame arms) Weight: 1.95 oz. For specific listing requirements,see the appropriate information contained in this brochure. , s - - LARGE ORIFICE Model A. CENTER LINK Upright sprinkler c '. \ ,i, ,---.:.,,, - . ... .._ , . _, T / / ' v:I F t 3 C it...H ,�, G�f ),, • P t: a 144 w: } \%%I., Mb- • z THE LOOK OF THE FUTURE Listed By: Underwriters Laboratories, Inc. FIREMATIC Sprinkler Devices, Inc. 900 BOSTON TURNPIKE, SHREWSBURY, MASSACHUSETTS 01545 Phone: (508) 845-2121 Outside Massachusetts: (800) 225-7288 In Massachusetts• /Rnm ! A= •--- JCRIPTION OPERATION he Firematic Model 'A' Center Link Sprinkler in The Center Link Sprinkler is a sleek and smaller white, bronze or high-polish chrome, Features: fusible link type sprinkler. When the solder link • Rugged frame with expanded wrench area melts, the pressure locked in the frame and makes this device easier to install and less spring washer ejects the link and retainer from subject to damage. the frame, and water flows immediately. The • Tapered orifice prevents turbulance, sprinkler is operating at full volume one-tenth of a assuming uniform distribution through all second after pressure is released. The center pressure ranges. link is short and rugged, thus reducing the risk of • Unique deflectors account for the high mechanical damage. degree of water atomization associated with Firematic sprinklers. • Sleeker, smaller pendent design will enhance the decor of any office, hotel or public area. INSTALLATION Install in accordance with the N.F.P.A. 13 Standards and local authorities having jurisdiction. It is important that the proper Firematic Sprinkler wrench is used to install Firematic Sprinklers. Using any other type of wrench may damage the sprinklers. 1/2 11.1111111111111111111111 -,� 11.1111111111.1111. .141111111 1111117 2-1/2 �rt1 1-3/4 *- TECHNICAL DATA: FINISHES AVAILABLE - BRONZE, CHROME OR *WHITE Thread Nominal Available Color Style Size and "K" Orifice Temperature Code for y N.P.T. Factor Size Ratings Frame Arms Pendent 1/2" 7.5 135°F Plain 17/32 160°F Plain 3/4" 8.2 212°F White 286°F Blue Page 12B * White - U.L. ONLY r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 ,,---rate: 07/29/1996 TOYSUS. SDF JOB TITLE: TOYS R US WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS . TAG (PSI ) (PSI ) (GPM) (PSI ) (GPM) (PSI ) 72 125 .0 90. 0 1540.0 99. 2 1306. 4 93 . 9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1306. 4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500. 0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 806 .4 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI ) (GPM) (FT-2) (GPM/FT-2) 1 18 . 5 K= 8 . 10 17 . 3 33 . 7 80 .0 0. 350 0.421 2 18. 5 K= 8 . 10 18 .0 34 . 4 80. 0 0. 350 0. 430 3 18 . 5 K= 8. 10 20. 6 36. 8 80 .0 0. 350 0. 460 4 18. 5 K= 8. 10 26. 5 41 . 7 80. 0 0. 350 0. 521 5 18. 5 K= 8 . 10 12. 9 29 . 1 80 .0 0 . 350 0 . 364 6 18 . 5 K= 8. 10 13 . 5 29 . 7 80.0 0. 350 0. 372 7 18 . 5 K= 8. 10 15 . 5 31 . 9 80. 0 0. 350 0. 398 8 18. 5 K= 8. 10 14 . 7 31 .0 80. 0 0. 350 0. 388 9 18. 5 K= 8 . 10 12. 2 28 . 3 80 .0 0. 350 0 . 354 10 18. 5 K= 8. 10 11 . 9 28. 0 80. 0 0. 350 0 . 350 11 18 . 5 K= 8 . 10 12.0 28. 1 80 .0 0 . 350 0. 351 12 18 . 5 K= 8 . 10 12. 8 29.0 80. 0 0 . 350 0. 362 13 18 . 5 K= 8. 10 13 . 3 29. 5 80. 0 0. 350 0 . 369 14 18. 5 K= 8. 10 13 . 9 30. 1 80. 0 0. 350 0. 377 15 18 . 5 K= 8 . 10 15 . 9 32. 3 80 .0 0. 350 0. 404 16 18. 5 K= 8. 10 15 . 1 31 . 4 80 . 0 0. 350 0. 393 17 18 . 5 K= 8 . 10 12. 5 28 . 6 80 .0 0 . 350 0 . 358 18 18. 5 K= 8 . 10 12. 2 28 . 3 80 .0 0. 350 0. 353 19 18 . 5 K= 8 . 10 12. 2 28 . 3 80 .0 0. 350 0. 354 20 18 . 5 K= 8. 10 13 .0 29. 2 80. 0 0 . 350 0. 365 21 18 . 5 K= 8 . 10 27 . 1 42 . 2 80.0 0 . 350 0. 527 22 18. 5 K= 8 . 10 22. 4 38 .4 80. 0 0 . 350 0.479 23 18 . 5 K= 8 . 10 19 . 1 35 .4 80 .0 0 . 350 0 .442 24 18. 5 K= 8. 10 19.0 35 . 3 80. 0 0. 350 0.441 25 18 . 5 K= 8 . 10 19. 4 35 . 7 80 .0 0. 350 0. 446 A 18. 0 - - - - 31 . 7 - - - - - - - - - - - - B 18.0 - - - - 31 . 9 - - - - - - - - - - - - C 18 .0 - - - - 32 . 8 - - - - - - - - - - - - D 18 .0 - - -- - 35 .0 - - - - - - - - - - - - E 18 .0 - - - - 38. 5 - - - - - - - - - - - F 18 .0 - - - - 41 .8 - - - - - - - - - - - - G 18 .0 - - - - 44. 9 - - - - - - - - - - - - H 18 .0 - - - - 47 . 9 - - - - - - - - - - - - I 18.0 - - - - 51 .0 - - - - - - - - - - - - t SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 te: 07/29/1996 TOYSUS . SDF JOB TITLE: TOYS R US DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI ) (GPM) (FT-2) (GPM/FT-2) J 18 .0 - - - - 54 . 2 - - - - - - - - - - - - K 18 . 0 - - - - 57 . 7 - - - - - - - - - - - - L 18.0 - - - - 61 . 4 - - - - - - - - - - - M 18. 0 - - - - 65 . 6 - - - - - - - - - - - - N 18. 0 - - - - 74. 3 - - - - - - - - - - - - O 18 .0 - - - - 74. 2 - - - - - - - - - - - - P 18 .0 - - - - 74. 1 - - - - - - - - - - - - Q 18 . 0 - - - - 74 . 1 - - - - - - - - - - - - A1 18 . 5 - - - - 26. 5 - - - - - - - - - - - - B1 18 . 5 - - - - 20.0 - - - - - - - - - - - - C1 18 . 5 - - - - 20 . 5 - - - - - - - - - - - - D1 18 . 5 - - - - 28 . 2 - - - - - - - - - - - - X1 18 . 0 - - - - 43 . 3 - - - - - - - - - - - - X2 18 .0 - - - - 43 . 3 - - - - - - - - - - - - X3 18 . 0 - - - - 43 . 5 - - - - - - - - - - - - X4 18 . 0 - - - - 43 . 8 - - - - - - - - - - - - X5 18 . 0 - - - - 44 . 5 - - - - - - - - - - - - X6 18 . 0 - - - - 45 . 2 - - - - - - - - - - - - X7 18 . 0 - - - - 46. 1 - - - - - - - - - - - - X8 18 .0 - - - - 47 . 0 - - - - - - - - - - - - X9 18 .0 - - - - 47 . 9 - - - - - - - - - - - - X10 18 . 0 - - - - 48 . 6 - - - - - - - - - - - - X11 18 .0 - - - - 49. 3 - - - - - - - - - - - - X12 18 .0 - - - - 49. 8 - - - - - - - - - - - - X13 18 .0 - - - - 50. 2 - - - - - - - - - - - - X14 18 . 0 - - - - 50. 5 - - - - - - - - - - - - X15 18.0 - - - - 50. 6 - - - - - - - - - - - - X16 18 . 0 - - - - 50. 6 - - - - - - - - - - - - X17 18 .0 - - - - 50. 6 - - - - - - - - - - - - R 18 . 0 - - - - 74 . 8 - - - - - - - - - - - - R1 18 . 0 - - - - 75 . 9 - - - - - - - - - - - - R2 -5 .0 - - - - 87 . 2 - - - - - - - - - - - - R3 -5 . 0 - - - - 93 . 9 - - - - - - - - - - - - 72 -5 . 0 SOURCE 93 . 9 806. 4 - - - - - - - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 • Ate : 07/29/1996 TOYSUS. SDF 'JOB TITLE: TOYS R US PIPE DATA PIPE TAG Q(GPM) DIA( IN) LENGTH PRESS . END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI ) (GPM) F.L. /FT (PSI ) Pipe : BL1 -33 . 7 1 . 380 PL 8 .00 PF 0. 7 1 18 . 5 8 . 1 17 . 3 33 . 7 7 . 2 120 FTG ---- PE 0. 0 2 18 . 5 8 . 1 18 . 0 34 . 4 0.090 TL 8 . 00 PV 0.4 Pipe: BL2 -68. 0 1 . 380 PL 8 . 00 PF 2. 6 2 18 . 5 8 . 1 18 . 0 34 . 4 14 . 6 120 FTG ---- PE 0.0 3 18 . 5 8. 1 20. 6 36. 8 0. 330 TL 8 . 00 PV 1 . 4 Pipe : BL3 -104 . 8 1 . 380 PL 2. 00 PF 5 . 9 3 18 . 5 8. 1 20. 6 36. 8 22. 5 120 FTG T PE 0 .0 Al 18 . 5 0 . 0 26. 5 0.0 0. 733 TL 8 . 00 PV 3 .4 Pipe : BL4 -2. 9 1 . 380 PL 4 .00 PF 0 .0 4 18 . 5 8. 1 26. 5 41 . 7 0. 6 120 FTG T PE 0.0 Al 18. 5 0.0 26. 5 0. 0 0.001 TL 10. 00 PV 0.0 Pipe : BLS -29 . 1 1 . 380 PL 8 .00 PF 0. 5 5 18 . 5 8 . 1 12. 9 29 . 1 6. 2 120 FTG ---- PE 0.0 6 18 . 5 8 . 1 13 . 5 29 . 7 0. 069 TL 8 .00 PV 0. 3 Pipe: BL6 -58 . 8 1 . 380 PL 8 . 00 PF 2. 0 6 18 . 5 8 . 1 13 . 5 29. 7 12. 6 120 FTG ---- PE 0. 0 7 18. 5 8. 1 15 . 5 31 . 9 0. 252 TL 8. 00 PV 1 . 1 Pipe : BL7 -90 . 7 1 . 380 PL 2 . 00 PF 4 . 5 7 18 . 5 8. 1 15 . 5 31 . 9 19. 5 120 FTG T PE 0. 0 B1 18 . 5 0.0 20 . 0 0 .0 0. 561 TL 8 . 00 PV 2. 5 Pipe : BL8 35 . 9 1 . 380 PL 8 . 00 PF 0. 8 12 18 . 5 8. 1 12. 8 29 . 0 7 . 7 120 FTG ---- PE 0.0 11 18 . 5 8 . 1 12. 0 28. 1 0. 101 TL 8.00 PV 0 . 4 Pipe : BL9 7 . 8 1 . 380 PL 8. 00 PF 0 .0 11 18 . 5 8 . 1 12.0 28 . 1 1 . 7 120 FTG ---- PE 0.0 10 18 . 5 8. 1 11 . 9 28 .0 0.006 TL 8 . 00 PV 0.0 Pipe: BL10 -20. 2 1 . 380 PL 8 . 00 PF 0. 3 10 18 . 5 8. 1 11 . 9 28 . 0 4. 3 120 FTG ---- PE 0. 0 9 18 . 5 8 . 1 12. 2 28 . 3 0. 035 TL 8 .00 PV 0. 1 Pipe: BL11 -48. 5 1 . 380 PL 14 .00 PF 2. 5 9 18. 5 8. 1 12. 2 28 . 3 10.4 120 FTG ---- PE 0.0 8 18 . 5 8. 1 14 . 7 31 . 0 0. 176 TL 14 . 00 PV 0. 7 Pipe : BL12 -79. 6 1 . 380 PL 6. 00 PF 5 . 3 8 18 . 5 8. 1 14. 7 31 .0 17 . 1 120 FTG T PE 0.0 B1 18. 5 0.0 20.0 0.0 0. 440 TL 12. 00 PV 2.0 Pipe: BL13 -29. 5 1 . 380 PL 8.00 PF 0. 6 13 18. 5 8. 1 13 . 3 29 . 5 6. 3 120 FTG ---- PE 0. 0 14 18. 5 8 . 1 13 . 9 30 . 1 0 .070 TL 8 .00 PV 0 . 3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 . Ate : 07/29/1996 TOYSUS. SDF ' JOB TITLE: TOYS R US PIPE DATA (cont . ) p PIPE TAG Q(GPM) DIA( IN) LENGTH PRESS . END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI ) (GPM) F.L. /FT (PSI ) Pipe : BL14 -59. 7 1 . 380 PL 8.00 PF 2. 1 14 18. 5 8. 1 13 . 9 30. 1 12. 8 120 FTG ---- PE 0.0 15 18. 5 8 . 1 15 . 9 32. 3 0 . 259 TL 8. 00 PV 1 . 1 Pipe : BL15 -92.0 1 . 380 PL 2. 00 PF 4 . 6 15 18 . 5 8 . 1 15 . 9 32. 3 19. 7 120 FTG T PE 0 .0 Cl 18 . 5 0.0 20 . 5 0.0 0. 576 TL 8.00 PV 2. 6 Pipe : BL16 35 . 6 1 . 380 PL 8 .00 PF 0.8 20 18 . 5 8 . 1 13 .0 29. 2 7 . 6 120 FTG ---- PE 0 .0 19 18. 5 8 . 1 12. 2 28. 3 0.099 TL 8.00 PV 0.4 Pipe: BL17 7 . 2 1 . 380 PL 8 .00 PF 0 .0 19 18 . 5 8 . 1 12. 2 28 . 3 1 . 6 120 FTG ---- PE 0.0 18 18 . 5 8. 1 12. 2 28 . 3 0.005 TL 8 .00 PV 0. 0 Pipe : BL18 -21 .0 1 . 380 PL 8 .00 PF 0. 3 18 18 . 5 8. 1 12. 2 28 . 3 4 . 5 120 FTG ---- PE 0 .0 17 18. 5 8. 1 12. 5 28 . 6 0.038 TL 8 .00 PV 0. 1 Pipe : BL19 -49 . 6 1 . 380 PL 14 . 00 PF 2 . 6 17 18. 5 8. 1 12. 5 28 . 6 10. 6 120 FTG ---- PE 0. 0 16 18 . 5 8. 1 15 . 1 31 .4 0. 184 TL 14 .00 PV 0.8 Pipe: BL20 -81 . 1 1 . 380 PL 6.00 PF 5 . 5 16 18. 5 8 . 1 15 . 1 31 . 4 17 . 4 120 FTG T PE 0.0 Cl 18 . 5 0. 0 20. 5 0 . 0 0. 456 TL 12.00 PV 2.0 Pipe : BL21 -42. 2 1 . 380 PL 2.00 PF 1 . 1 21 18 . 5 8 . 1 27 . 1 42. 2 9.0 120 FTG T PE 0 .0 D1 18 . 5 0.0 28 . 2 0.0 0. 136 TL 8.00 PV 0 . 6 Pipe : BL22 25 . 8 1 . 380 PL 8. 00 PF 0. 4 25 18 . 5 8 . 1 19. 4 35 . 7 5 . 5 120 FTG ---- PE 0. 0 24 18 . 5 8 . 1 19 .0 35 . 3 0 .055 TL 8 .00 PV 0 . 2 Pipe : BL23 -9. 5 1 . 380 PL 8 . 00 PF 0. 1 24 18 . 5 8. 1 19. 0 35 . 3 2. 0 120 FTG ---- PE 0 .0 23 18 . 5 8 . 1 19. 1 35 .4 0.009 TL 8 . 00 PV 0.0 Pipe : BL24 -44 . 9 1 . 380 PL 22.00 PF 3 .4 23 18. 5 8. 1 19 . 1 35 .4 9.6 120 FTG ---- PE 0.0 22 18. 5 8 . 1 22 . 4 38 . 4 0. 153 TL 22 .00 PV 0. 6 Pipe : BL25 -83 . 2 1 . 380 PL 6.00 PF 5 . 7 22 18. 5 8. 1 22. 4 38 . 4 17 . 9 120 FTG T PE 0. 0 D1 18. 5 0.0 28. 2 0.0 0. 479 TL 12.00 PV 2. 1 Pipe: RN1 -107 . 7 1 . 380 PL 0 . 50 PF 5 .0 Al 18. 5 0.0 26. 5 0.0 23 . 1 120 FTG T PE 0. 2 A 18 .0 0.0 31 . 7 0.0 0. 771 TL 6. 50 PV 3. 6 . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 fate : 07/29/1996 TOYSUS. SDF ,JOB TITLE: TOYS R US PIPE DATA (cont . ) PIPE TAG Q(GPM) DIA( IN) LENGTH PRESS . END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI ) (GPM) F.L. /FT (PSI ) Pipe : RN2 -170. 3 1 . 380 PL 0. 50 PF 11 . 7 B1 18 . 5 0. 0 20.0 0. 0 36. 5 120 FTG T PE 0. 2 B 18.0 0. 0 31 . 9 0. 0 1 . 799 TL 6. 50 PV 9. 0 Pipe : RN3 -173 . 1 1 . 380 PL 0. 50 PF 12. 1 C1 18. 5 0. 0 20. 5 0. 0 37 . 1 120 FTG T PE 0. 2 C 18. 0 0 .0 32.8 0.0 1 . 854 TL 6. 50 PV 9 . 3 Pipe : RN4 -125 . 4 1 . 380 PL 0. 50 PF 6. 6 D1 18 . 5 0.0 28 . 2 0. 0 26. 9 120 FTG T PE 0. 2 D 18 . 0 0.0 35 .0 0 .0 1 .021 TL 6. 50 PV 4. 9 Pipe : BL27 -38. 8 1 . 380 PL 130. 50 PF 16. 6 4 18. 5 8. 1 26. 5 41 . 7 8. 3 120 FTG 2T PE 0. 2 X1 18.0 0.0 43 . 3 0 .0 0. 117 TL 142. 50 PV 0. 5 Pipe : BL28 -64 . 9 1 . 380 PL 88 . 50 PF 30. 3 12 18 . 5 8 . 1 12. 8 29. 0 13 . 9 120 FTG 2T PE 0. 2 X2 18.0 0.0 43 . 3 0. 0 0. 302 TL 100 . 50 PV 1 . 3 Pipe : BL29 -64. 8 1 . 380 PL 88 . 50 PF 30. 3 20 18. 5 8 . 1 13 .0 29. 2 13 . 9 120 FTG 2T PE 0. 2 X3 18 . 0 0.0 43 . 5 0. 0 0. 301 TL 100. 50 PV 1 . 3 Pipe : BL30 -61 . 5 1 . 380 PL 88 . 50 PF 24. 2 25 18 . 5 8 . 1 19 . 4 35 . 7 13 . 2 120 FTG ---- PE 0. 2 X4 18 . 0 0 . 0 43 . 8 0.0 0. 273 TL 88 . 50 PV 1 . 2 Pipe : BL31 -22. 0 1 . 380 PL 134 . 50 PF 6. 0 E 18 .0 0. 0 38 . 5 0 . 0 4. 7 120 FTG 2T PE 0. 0 X5 18 .0 0. 0 44 . 5 0. 0 0.041 TL 146. 50 PV 0. 1 Pipe : BL32 -16. 3 1 . 380 PL 134 . 50 PF 3 .4 F 18.0 0 . 0 41 . 8 0. 0 3 . 5 120 FTG 2T PE 0.0 X6 18 .0 0.0 45 . 2 0.0 0.024 TL 146. 50 PV 0. 1 Pipe: BL33 -9. 3 1 . 380 PL 134 . 50 PF 1 . 2 G 18 . 0 0.0 44 . 9 0. 0 2. 0 120 FTG 2T PE 0.0 X7 18. 0 0. 0 46. 1 0. 0 0.008 TL 146. 50 PV 0.0 Pipe : BL34 7 . 8 1 . 380 PL 134 . 50 PF 0. 9 H 18.0 0.0 47 . 9 0.0 1 . 7 120 FTG 2T PE 0.0 X8 18.0 0.0 47 . 0 0.0 0. 006 TL 146. 50 PV 0.0 Pipe: BL35 15 .4 1 . 380 PL 134 . 50 PF 3 . 1 I 18.0 0. 0 51 .0 0. 0 3 . 3 120 FTG 2T PE 0.0 X9 18 .0 0.0 47 . 9 0.0 0.021 TL 146. 50 PV 0. 1 Pipe : BL36 21 . 1 1 . 380 PL 134 . 50 PF 5 . 5 J 18.0 0.0 54 . 2 0.0 4 . 5 120 FTG 2T PE 0.0 X10 18.0 0.0 48. 6 0. 0 0.038 TL 146. 50 PV 0. 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 • date : 07/29/1996 TOYSUS. SDF JOB TITLE: TOYS R US / PIPE DATA (cont . ) PIPE TAG Q(GPM) DIA( IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS ) HW(C) (FT) SUM. NODES (FT) (K) (PSI ) (GPM) F.L./FT (PSI ) Pipe: BL37 26. 4 1 . 380 PL 134 . 50 PF 8 . 4 K 18 .0 0.0 57 . 7 0. 0 5 . 7 120 FTG 2T PE 0 . 0 X11 18 .0 0 .0 49. 3 0 . 0 0.057 TL 146. 50 PV 0. 2 Pipe : BL38 31 . 5 1 . 380 PL 134 . 50 PF 11 . 6 L 18 .0 0.0 61 . 4 0 . 0 6.8 120 FTG 2T PE 0.0 X12 18.0 0.0 49 . 8 0.0 0. 079 TL 146. 50 PV 0. 3 Pipe : BL39 36. 6 1 . 380 PL 134 . 50 PF 15 .4 M 18 .0 0. 0 65 . 6 0.0 7 . 9 120 FTG 2T PE 0.0 X13 18.0 0. 0 50 . 2 0 .0 0. 105 TL 146. 50 PV 0. 4 Pipe : BL40 46. 4 1 . 380 PL 134 . 50 PF 23 . 8 N 18.0 0.0 74 . 3 0 .0 10 .0 120 FTG 2T PE 0.0 X14 18 .0 0.0 50. 5 0 .0 0 . 163 TL 146. 50 PV 0. 7 Pipe : BL41 46. 2 1 . 380 PL 134 . 50 PF 23 . 6 O 18 .0 0.0 74 . 2 0.0 9. 9 120 FTG 2T PE 0. 0 X15 18 .0 0.0 50 . 6 0 . 0 0. 161 TL 146. 50 PV 0. 7 Pipe: BL42 46. 1 1 . 380 PL 134 . 50 PF 23 . 5 P 18.0 0. 0 74 . 1 0. 0 9. 9 120 FTG 2T PE 0. 0 X16 18.0 0.0 50. 6 0.0 0. 161 TL 146. 50 PV 0 . 7 Pipe : M1 -107 . 7 3 .068 PL 10 . 00 PF 0. 2 A 18.0 0.0 31 . 7 0. 0 4 . 7 120 FTG ---- PE 0 . 0 B 18 . 0 0.0 31 . 9 0 . 0 0. 016 TL 10.00 PV 0. 1 Pipe: M2 -278 .0 3 .068 PL 10 . 00 PF 0. 9 B 18 .0 0.0 31 . 9 0.0 12. 1 120 FTG ---- PE 0.0 C 18 .0 0 . 0 32. 8 0.0 0. 091 TL 10. 00 PV 1 . 0 Pipe : M3 -451 . 1 3 .068 PL 10. 00 PF 2 . 2 C 18.0 0.0 32. 8 0. 0 19. 6 120 FTG ---- PE 0.0 D 18 .0 0.0 35 . 0 0.0 0. 223 TL 10.00 PV 2. 6 Pipe : M4 -576. 5 3 .068 PL 10. 00 PF 3 . 5 D 18 .0 0.0 35 . 0 0 . 0 25 .0 120 FTG ---- PE 0. 0 E 18.0 0.0 38 . 5 0 .0 0 . 351 TL 10. 00 PV 4 . 2 Pipe : M5 -554 . 5 3 .068 PL 10.00 PF 3 . 3 E 18.0 0.0 38. 5 0.0 24. 1 120 FTG ---- PE 0.0 F 18 .0 0 .0 41 . 8 0.0 0. 326 TL 10. 00 PV 3 . 9 Pipe : M6 -538 . 2 3 . 068 PL 10 .00 PF 3 . 1 F 18. 0 0.0 41 . 8 0.0 23 . 4 120 FTG ---- PE 0. 0 G 18 .0 0.0 44 . 9 0.0 0. 309 TL 10.00 PV 3 . 7 Pipe : M7 -528 . 9 3 .068 PL 10. 00 PF 3 . 0 G 18.0 0.0 44. 9 0 .0 23 .0 120 FTG ---- PE 0.0 H 18. 0 0.0 47 . 9 0. 0 0. 299 TL 10.00 PV 3 . 5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 ate : 07/29/1996 TOYSUS. SDF JOB TITLE: TOYS R US PIPE DATA (cont . ) PIPE TAG Q(GPM) DIA( IN) LENGTH PRESS . END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI ) (GPM) F.L. /FT (PSI ) Pipe : M8 -536. 6 3 .068 PL 10 .00 PF 3 . 1 H 18 . 0 0. 0 47 . 9 0 . 0 23 . 3 120 FTG ---- PE 0.0 I 18.0 0 .0 51 . 0 0.0 0. 307 TL 10.00 PV 3 . 6 Pipe : M9 -552.0 3 .068 PL 10. 00 PF 3 . 2 I 18 . 0 0.0 51 .0 0. 0 24 .0 120 FTG ---- PE 0.0 J 18 . 0 0.0 54 . 2 0.0 0. 324 TL 10. 00 PV 3 . 9 Pipe : M10 -573 . 2 3 .068 PL 10 . 00 PF 3 . 5 J 18.0 0.0 54 . 2 0.0 24. 9 120 FTG ---- PE 0 . 0 K 18 .0 0.0 57 . 7 0.0 0 . 347 TL 10.00 PV 4 . 2 Pipe : M11 -599. 5 3 . 068 PL 10 . 00 PF 3 . 8 K 18 .0 0.0 57 . 7 0. 0 26. 0 120 FTG ---- PE 0.0 L 18 .0 0.0 61 .4 0.0 0. 377 TL 10. 00 PV 4 . 6 Pipe : M12 -631 . 0 3 . 068 PL 10. 00 PF 4 . 1 L 18 . 0 0. 0 61 . 4 0.0 27 . 4 120 FTG ---- PE 0. 0 M 18. 0 0.0 65 . 6 0. 0 0 . 415 TL 10.00 PV 5 . 0 Pipe : M13 -667 . 7 3 .068 PL 5 .00 PF 9. 2 M 18 .0 0. 0 65 . 6 0.0 29 .0 120 FTG T PE 0.0 R 18. 0 0. 0 74. 8 0 . 0 0.460 TL 20. 00 PV 5 . 6 Pipe : M14 138 . 7 3 .068 PL 5 . 00 PF 0. 5 R 18 .0 0.0 74 . 8 0.0 6.0 120 FTG T PE 0.0 N 18 .0 0.0 74 . 3 0.0 0. 025 TL 20.00 PV 0. 2 Pipe : M15 92. 3 3 .068 PL 10. 00 PF 0. 1 N 18.0 0.0 74 . 3 0.0 4 .0 120 FTG ---- PE 0. 0 O 18.0 0. 0 74. 2 0. 0 0.012 TL 10 . 00 PV 0 . 1 Pipe : M16 46. 1 3 .068 PL 10 . 00 PF 0.0 O 18 .0 0. 0 74 . 2 0.0 2.0 120 FTG ---- PE 0.0 P 18.0 0.0 74 . 1 0. 0 0.003 TL 10 . 00 PV 0.0 Pipe : M17 0. 0 3 .068 PL 10 .00 PF 0.0 P 18 .0 0.0 74 . 1 0. 0 0.0 120 FTG ---- PE 0.0 Q 18 .0 0. 0 74. 1 0. 0 0 . 000 TL 10.00 PV 0.0 Pipe : 2M1 -38 . 8 3 . 068 PL 10. 00 PF 0 .0 X1 18 .0 0.0 43 . 3 0. 0 1 . 7 120 FTG ---- PE 0.0 X2 18 .0 0.0 43 . 3 0.0 0. 002 TL 10 . 00 PV 0. 0 Pipe : 2M2 -103 . 7 3 . 068 PL 10.00 PF 0. 1 X2 18 .0 0.0 43 . 3 0.0 4 . 5 120 FTG ---- PE 0. 0 X3 18.0 0.0 43 . 5 0.0 0.015 TL 10.00 PV 0. 1 Pipe : 2M3 -168.4 3 . 068 PL 10.00 PF 0. 4 X3 18. 0 0.0 43 . 5 0.0 7. 3 120 FTG ---- PE 0. 0 X4 18. 0 0.0 43 . 8 0.0 0 .036 TL 10.00 PV 0. 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 • ate : 07/29/1996 TOYSUS. SDF JOB TITLE: TOYS R US PIPE DATA (cont . ) PIPE TAG Q(GPM) DIA( IN) LENGTH PRESS . END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI ) (GPM) F.L. /FT (PSI ) Pipe : 2M4 -229 . 9 3 .068 PL 10 .00 PF 0 . 6 X4 18 .0 0.0 43 . 8 0.0 10.0 120 FTG ---- PE 0. 0 X5 18 .0 0.0 44 . 5 0. 0 0.064 TL 10. 00 PV 0. 7 Pipe: 2M5 -251 . 9 3 .068 PL 10 . 00 PF 0. 8 X5 18 .0 0.0 44 . 5 0.0 10. 9 120 FTG ---- PE 0.0 X6 18 . 0 0. 0 45 . 2 0. 0 0.076 TL 10 . 00 PV 0. 8 Pipe : 2M6 -268 . 2 3 .068 PL 10. 00 PF 0. 9 X6 18 . 0 0. 0 45 . 2 0 . 0 11 . 6 120 FTG ---- PE 0. 0 X7 18 . 0 0.0 46. 1 0. 0 0 . 085 TL 10 .00 PV 0. 9 Pipe : 2M7 -277 . 5 3. 068 PL 10. 00 PF 0 . 9 X7 18 .0 0. 0 46. 1 0 .0 12.0 120 FTG ---- PE 0. 0 X8 18 .0 0.0 47 .0 0. 0 0.091 TL 10 .00 PV 1 .0 Pipe : 2M8 -269. 8 3 . 068 PL 10 .00 PF 0. 9 X8 18.0 0.0 47 . 0 0. 0 11 . 7 120 FTG ---- PE 0 .0 X9 18 .0 0.0 47 . 9 0. 0 0. 086 TL 10 .00 PV 0. 9 Pipe : 2M9 -254 . 4 3 .068 PL 10 .00 PF 0. 8 X9 18 . 0 0. 0 47 . 9 0. 0 11 .0 120 FTG ---- PE 0 .0 X10 18.0 0. 0 48. 6 0. 0 0.077 TL 10 .00 PV 0. 8 Pipe : 2M10 -233 . 2 3 .068 PL 10. 00 PF 0. 7 X10 18 .0 0.0 48 . 6 0.0 10. 1 120 FTG ---- PE 0. 0 X11 18.0 0.0 49. 3 0.0 0.066 TL 10 . 00 PV 0. 7 Pipe: 2M11 -206.9 3 .068 PL 10. 00 PF 0. 5 X11 18 .0 0. 0 49. 3 0 . 0 9.0 120 FTG ---- PE 0. 0 X12 18 .0 0. 0 49 . 8 0. 0 0.053 TL 10 . 00 PV 0 . 5 Pipe : 2M12 -175 . 4 3 .068 PL 10. 00 PF 0.4 X12 18.0 0.0 49. 8 0.0 7 . 6 120 FTG ---- PE 0. 0 X13 18 .0 0.0 50. 2 0.0 0. 039 TL 10 . 00 PV 0.4 Pipe : 2M13 -138 . 7 3 . 068 PL 10 . 00 PF 0. 3 X13 18 .0 0.0 50. 2 0 . 0 6. 0 120 FTG ---- PE 0. 0 X14 18 .0 0.0 50. 5 0. 0 0. 025 TL 10 . 00 PV 0. 2 Pipe : 2M14 -92. 3 3 . 068 PL 10.00 PF 0. 1 X14 18 .0 0 .0 50. 5 0.0 4 .0 120 FTG ---- PE 0. 0 X15 18 .0 0.0 50. 6 0. 0 0. 012 TL 10. 00 PV 0. 1 Pipe : 2M15 -46. 1 3 .068 PL 10. 00 PF 0.0 X15 18.0 0.0 50. 6 0. 0 2.0 120 FTG ---- PE 0.0 X16 18.0 0.0 50. 6 0.0 0.003 TL 10. 00 PV 0. 0 Pipe : 2M16 0. 0 3 . 068 PL 10. 00 PF 0.0 X16 18 .0 0.0 50. 6 0.0 0. 0 120 FTG ---- PE 0. 0 X17 18 . 0 0.0 50. 6 0. 0 0 . 000 TL 10. 00 PV 0.0 .r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 ate : 07/29/1996 TOYSUS. SDF JOB TITLE: TOYS R US PIPE DATA (cont . ) PIPE TAG Q(GPM) DIA( IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI ) (GPM) F.L. /FT (PSI ) Pipe : FM1 -806.4 6.065 PL 20. 00 PF 1 . 1 R 18 . 0 0 .0 74 . 8 0. 0 9. 0 120 FTG 2E PE 0 . 0 R1 18.0 0.0 75 . 9 0.0 0. 024 TL 48 .00 PV 0 . 5 Pipe : FM2 -806. 4 6.065 PL 23 . 00 PF 1 . 3 R1 18 . 0 0.0 75 . 9 0. 0 9.0 120 FTG GA PE 10.0 R2 -5 .0 0.0 87 . 2 0.0 0.024 TL 54 . 00 PV 0 . 5 Pipe : FM3 -806. 4 6. 065 PL 320. 00 PF 6. 7 R2 -5 .0 0.0 87 . 2 0 .0 9. 0 140 FTG ET PE 0. 0 R3 -5 . 0 0 . 0 93 . 9 0.0 0. 018 TL 378 . 52 PV 0. 5 Pipe : FM4 -806. 4 6.065 PL 1 . 00 PF 0 . 0 R3 -5 . 0 0.0 93 . 9 0. 0 9.0 140 FTG ---- PE 0.0 72 -5 .0 SRCE 93 . 9 (N/A) 0.018 TL 1 .00 PV 0. 5 NOTES: ( 1 ) Calculations were performed by the HASS 6. 1 . 0 computer program under license no. 521H850 granted by HRS Systems , Inc. 2193 Ranchwood Dr . , N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0. 003 gpm and a maximum imbalance at any node of 0. 175 gpm. (3 ) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 37 . 1 ft/sec at pipe RN3 . (4) PIPE FITTINGS TABLE Pipe Table Name : STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet ( in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v 1 . 380 3 .00 6. 00 2. 00 7 .00 6. 00 1 . 00 10.00 10. 00 3 .068 7 . 00 15 .00 5 .00 16.00 10.00 1 . 00 13 . 00 10. 00 6.065 14.00 30. 00 9. 00 32.00 10 . 00 3 . 00 28 . 00 19 . 00 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 ' ,,Bate : 07/29/1996 TOYSUS . SDF /' JOB TITLE: TOYS R US WATER SUPPLY CURVE 132+ *\\\ 121+ \\\ \\\ \\\\ \\\ 110+ \\\ \\\\ \\\ \\\ 99+ 0\\\ \\\ X \\\ * <-90. 0 psi @ 1540 gpm P 88+ Flow Test Point R E S I S 77+ U R E 66+ ( ' P S I I 55+ 44+ 33+ 22+ LEGEND It 1 „ , I X = Required Water Supply 93 . 90 psi @ 1306. 4 gpm " 11+ " I 0 = Available Water Supply " 99 . 18 psi @ 1306. 4 gpm 1 „ 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) TOWN OF QUEENSBURY /4/t/ BUILDING & CODE ENFORCEMENT 1$11r 742 BAY ROAD QUEENSBURY NY 12804 (518) 761-8256 ARRIVE: `r)3(1 DEPART: INSP: 2)44- FINAL INSPECTION REPORT COMMERCIAL MULTIPLE DWELIN (hotel, motel, a t. g) DATE III ION REQUES ECEIV�ED: NAME C / c '4.1r iFLA LOCATION ', DATE 6I PERMIT # 9&--1/1/(<, TYPE OF STRUC/URE FOOTINGS BACKFILL FRAMING PLUMBING INSULATION N/A [r YES NO CHIMNEY/ B" VENT/HEIGHTir �// PLUMBING VENT/FIXTURES VP ROOFING EXTERIO F ISH HEATING/ T WATERt/;: RELIEF AL S /�' FLOORS FOUND TION INSULATION .!/f INTERIOR STAIRS/RAILINGS 1,- STOCKROOM ENCLOSURE FIRE/DEMISE WALLS PENETRATION FIRE DAMPERS CEILING FIRE STOPPING t Y FIRE DOORS/CLOSERS 1#/; EXIT DOOR HARDWARE EXIT STAIRS/RAILS . PLATFORM/ELEVATOR1/:4-'' •✓ HANDICAPPED ACCESS HANDICAPPED BATHS HANDICAPPED PARKING FINAL ELECTRICAL 4//233G 14 l /, SITE PLAN/VARIANCE REQ._ e/ FINAL SURVEY PLOT PLAN, IF REQ /f OK TO ISSUE C/O OR C/C , , '/ / -:-/,,,i, p,ve_1� o,�' eat,,....,R# hcr (1" -p. flart eft a'1O /emij€ 41/4// TOWN OF QUEENSBURY FIRE MARSHAL QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4424 FIRE MARSHAL INSPECTION REPORT REQUEST FOR INSPECTION RECEIVED lV- ' (P, NAME l� \)S LOCATION c:2 )--VONN DATE \\— PERMIT# Q(O / / (r APPROVED N/A YES NO EXITS .�/ AISLE WIDTHS V EXIT SI6N5 EMERGENCY LIGHTING ,/ FIRE EXTINGUISHERS ✓ AUTO. EXTINGUISHING SYSTEM ✓/ HOOD INSTALLATION ✓ AUTO. SPRINKLER SYSTEM ALARM SYSTEM ✓ INTERIOR FINISHES ✓ STORAGE: /. CLEARANCE TO SPRINKLERS ✓ CLEARANCE TO HEATING UNITS ,/ REQUIRES SIGNAGE CHIMNEY f ie WOODSTOVE //: FIREPLACE-MASONRY / FIREPLACE-FACTORY BUILT REMARKS: [J OK TO THIS DATE A4 / vesiti AV 2/015 `rkS' CTOR TOWN OF QUEENSBURY eBUILDING & CODE ENFORCEMENT 742 BAY ROAD Iv QUEENSBURY NY 12804,9 / ARRIVE: Z6iS- DEPART: Q INSP 0401 FINAL INSPECTION RE 0: COMMERCIAL MULTIP 'WELLING (hotel, mot-' apt. complex) DATE INSPECTION REQUEST RECEIVED: NAME 170 lj R, 01 LOCATION P'c j CI DATE t % 9910) PERMIT # t 6 4y1 • TYPE OF STRUCTURE CaptAtio hod e (FP IN FOOTINGS BACKFILL FRAMING PLUMBING INSULATION N A YES 4 NO CHIMNEY]"B" VENT/HEIGT PLUMBING VENT/FIXTURES• ROOFING EXTERIOR FINISH HEATING/HOT WATER RELIEF VALVES FLOORS FOUNDATION INSULATION INTERIOR STAIRS/RAILINGS STOCKROOM ENCLOSURE ApRE/DEMISE WALLS PENETRATION FIRE DAMPERS CEILING FIRE STOPPING FIRE DOORS/CLOSERS EXIT DOOR HARDWARE EXIT STAIRS/RAILS PLATFORM/ELEVATOR HANDICAPPED ACCESS HANDICAPPED BATHS HANDICAPPED PARKING FINAL ELECTRICAL SITE PLAN/VARIANCE REQ. FINAL SURVEY PLOT PLAN, IF REQ kOKTO ISSUE C/O OR C/C , TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT it 742 BAY ROAD QUEENSBURY NY 12804 (518)745-4447 ARRIVE: 1,Q+D DEPART: Visa)INSP: /�- ' FINAL INSPECTION REP. • COMMERCIAL MULTIPL• • ELLIN° (hotel, motel, t. p DATE INSPECTION REQUEST RECEIVED: NAME MOA R LOCATION RbU`TE,, DATE 1% 42j 0 PERMIT I 1 Q WL TYPE OF STRUCTURE C t-t t-4.. R c LTC FOOTINGS BACKFILL ING PLUMBING INSULATION N/A YES NO CHIMNEY/"B" VENT/HEIGHT PLUMBING VENT/FIXTURES \ ROOFING EXTERIOR FINISH HEATING/HOT WATER RELIEF VALVES FLOORS FOUNDATION INSULATION INTERIOR STAIRS/RAILINGS STOCKROOM ENCLOSURE FIRE/DEMISE WALLS PENETRATION FIRE DAMPERS CEILING FIRE STOPPING FIRE DOORS/CLOSERS EXIT DOOR HARDWARE EXIT STAIRS/RAILS PLATFORM/ELEVATOR HANDICAPPED ACCESS HANDICAPPED BATHS HANDICAPPED PARKING FINAL ELECTRICAL SITE PLAN/VARIANCE REO. FINAL SURVEY PLOT PLAN, IF REO j/7 OK TO ISSUE C/O OR C/C Acco M 4P A ‘ x) v_Dpma TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMEN ' V5:0 742 BAY ROAD QUEENSBURY NY 12804 (518)745-4447 ARRIVE: DEPART: — INSP: a-- FINAL INSPECTION REPORT - RESIDENTIAL DATE INSPECTION ST Rp EIVEp: NAME (.f LOCATION 4 /2 DATE /E of '96 PERMIT I 9g" TYPE OF STRUCTUR FOOTINGS FOUNDATION BACKFILL FRAMING ROUGH PLUMBING SEPTIC INSULATION FINAL ELECTRICAL WOODSTOVE OR FIREPLACE N/A YES NO CHIMNEY HEIGHT/B VENT/HEIGHT PLUMBING VENT ROOFING EXTERIOR FINISH DECK/PORCH/STEPS/RAILINGS RELIEF VALVES FURNACE/HOT WATER OPERATING INTERIOR TRIM/PRIVACY DOOR` J FINISH FLOORS: BATH/KITCHEN WATERTIGHT OTHER FLOORS SWEEPABLE OTHER FLOORS CARPET e STAIR CLEARANCE/RA INGS SMOKE DETECTORS BATHROOM FANS PLUMBING FIXTURES FOUNDATION INSULATION GARAGE FIRE PROOFING DOOR CLOSERS FINAL ELECTRICAL SITE PLAN/VARIANCE REQ. FINAL SURVEY PLOT PLAN OK TO ISSUE C/O OR C/C (4,4,1 ce,a- ok f. /Q._ 7C4-t4L--' "610-4e4(0-2-<:_. v�- (518) 761-8256 4-1 ;; 152 TOWN OF QUEENSBURY0 BUILDING & CODE ENFORCEMENT 742 BAY RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARRO2fO(DEPART INT REQUEST FOR SPECTIO EIVED: 7 -S ( q NAME - S' - US I,S,L6(Jl-___ LOCATION `-- 9 DATE l ? PERMIT A 9( -CM \ i .7 �� TYPE OF S RUCT RE: 1 .<_6y',-e -r` C�,.v RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IfI LACE _ THE CONTRACTOR IS RONSIBLE FOR PROVIDING PROTE TION ROM FREEZING FOR 48 HOURS FOLLOW THE PLACE- MENT OF THE CONCRE MATERIALS FOR TH S PUR•'SE ON SITE FOUNDATION/WAL POUR __ REINFORCEMENT IN PLACE FOUNDATIONJDAMPPROOFING _ BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB _ _ FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS y JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- _ FOUNDATION WALLS EXTERIOR R- FLOORS R- ` WALLS R- CEILING R- DUCT WORK OR PIPING IN _ -<' / j7 �— UNHEATE�D�SPACES R- /7A '/ee/ "-/ ...... „..-. // Az. - 2v4 'i Mil cl/fL' 4,-,-# 1/v/Ji F ,f/ g/Ami 7 e---I PA/61,. /Avier. /0ifif 01- _ „A-4,r si4lrai, e...i .,„,_ _TA,,,-%1 C!s. v ode'- Xei` ays TOWN OF QUEENSBURY FIRE MARSHAL QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4424 FIRE MARSHAL INSPECTION REPORT REQUEST FOR INSPECTION RECEIVED e NAME ,7ori JJ6J' LOCATION 76i ��?J- 62 ?r DATE /y.?),///9( PERMIT# y,(-:5/ 11 APPROVED N/A YE$ NO EXITS AISLE WIDTHS ,// EXIT SIGNS EMERGENCY LIGHTI FIRE EXTINGUISHERS �,d/W ~' '" AUTO. EXTINGUISHING SYSTEMS .� HOOD INSTALLATION V/ AUTO. SPRINKLER SYSTEM ALARM SYSTEM _ L-----) 74://c///)(4//7 INTERIOR FINISHES STORAGE: CLEARANCE TO SPRINKLERS ✓ CLEARANCE TO HEATING UNITS REQUIRED SIGNAGE CHIMNEY 400DSTOVE FIREPLACE-MASONRY / FIREPLACE-FACTORY BUILT / REMARKS: U OK TO THIS DATE 2/015 - INSPE OR ;; TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 BAY ROAD QUEENSBURY NY 12804 (518)745-4447 ARRIVE: /j9;J DEPART: INSP: FINAL INSPECTION REPORT COMMERCIAL MULTIPLE DWELLING (hotel, motel, apt. complex) DATE INSPECTION QUEST REC/E�IVED: NAME d S Us LOCATION DATE il().„2/6 PERMIT # J‘ / J) • TYPE OF STR CTURE FOOTINGS BACKFILL FRAMING PLUMBING INSULATION N/A YES NO CHIMNEY/"B" VENT/HEIGHT PLUMBING VENT/FIXTURES ROOFING EXTERIOR FINISH r HEATING/HOT WATER RELIEF VALVES FLOORS FOUNDATION INSULATION INTERIOR STAIRS/RAILINGS /e STOCKROOM ENCLOSURE ✓/� ,/ FIRE/DEMIE WALL PENETRATION ✓ FIRE DAMPS CEILING FI S OPPING _ FIRE DOORS/C SERS EXIT DOOR HA ARE {/ EXIT STAIRS/ LS 17 PLATFORM/E EVATOR HANDICAPPED ACCESS �. HANDICAPPED BATHS HANDICAPPED PARKING FINAL ELECTRICAL filer SITE PLAN/VARIANCE REQ. FINAL SURVEY PLOT PLAN, IF REQ OK TO ISSUE C/O OR C C 90,1‘71.3 7‘, ,...Z1r/01 4/0 / /54‘1474‘/ 1)-LAJ '-a44'1" .S; 7e SIC e.,4 ' 7I/ �^ �/'e DM, `, A is 1YDROSTATIC ALL NEW UNDERGROUND PIPING HYDROSTATICALLY TEST,D AT TEST P.S.1. FOR ___ HOURS TOTAL MOUNT OF LEAKAGE MEASURED LEAKAGE ________- _-_ __ GALS. TEST ALLOWABLE LEAKAGE -- HOURS C S. NUMBER INSTALLED )K)[litS TYPE AND MAKE HYDRANTS ALL OPERATE SATISFACTORILY ......,),<T1__ YES❑ NO❑ CONROL WATER CONTROL VALVES LEFT WIDE OPEN VALVES IF NO. STATE REASON YF.S❑ NO 0 DATE LEFT IN SERVICE REMARKS NAME OF SPRINKLER CONTRACTOR PARTS A & B FOR PROPERTY OWNER(SI(:NF D) i'I'Ti.F. FOR SPRINKLER CONTRACTOR(SIGNED) --- SIGNATURES DATE. PART "C" - SPRINKLER & WATE SPRAY ABOVE GROUND PIPING . (FILL OUT SEPARATE PART'•C•"FOR EACH RISER) SERVES BLDGS, LOCATION Evil iv fl DROSTATIC TEST OF ALL PIPING TESTS REQUIRED 2 PNEUMATIC TEST OF ALL DRY PIPING 3 EQUIPMENT OPERATION TESTS OF ALL EQUIPMENT SPRINKLERS MAKE MODEL SIZE QUANTITY TEMPERATURE RATING OR p, � 0 il- - --- 3'4 ------- - '- - --- SPRAY r<�‘ 6 3 I_ - - -3 Z., ----- -- -- - ---_LIDS NOZZLES • PIPE AND MATERIAL AND KIND CONFORMS TO j1:104_ /. STANDARD FITTINGS IF NONE, EXPLAIN ALARM VALVE ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE _ OR FLOW TYPE MAKE MODELMIN. SEC. INDICATOR ___ OPERATING TEST RESULTS WATER AIR TRIP TIME DRYTIME TO TRIP PRESS. PRESS. POINT WATER ALARM MAKE MODEL SER. THROUGH TEST PIPE REACHED OPERATED r--- Alit TEST I NO, WITHOUT WITH PROPERLY Q. O. D. Q. O. D. PRESS. OUTLET ALVES MIN. SEC. 1%,1IN. i SEC. P.S.1. P,S.1. P.S.I._ _-MIN. SEC. YES NO IF NO, EXPLAIN OPERATION PNEUMATIC ❑ _ ELECTRIC 0 HYDRAULIC 0 DELUGE PIPING SUPERVISED YES 0 NO❑ DETECTING MEDIA SUPERVISED YES 0 NO 0 DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS YES 0 NO 0 g` IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING YES ❑ NO 0 IF NO, EXPLAIN PRE T N DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT OPERATE MAXIMUM TIME TO MAKE MODELSUPERVISION LOSS ALARM VALVE RELEASE OPERATE RELEASE VALVES YES NO YES NO MEN. SEC. ALL PIPING HYDROSTATICALLY TESTED AT Soo PSI FOR 'Z. HOURS DRY PIPING PNEUMATICALLY TESTED YES NO Q TESTS EQUIPMENT OPERATE PROPERLY YES g' NOD ,1F NO, STATE REASON DRAIN TEST: READING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE: RESIDUAL PRESSURE WITH VALVE IN TEST PIPE OPEN WIDE: ~ STATIC PRESSURE PSI _ PS; B NUMBER USED LOCATIONS NUMBER REMOVED TE G G SK DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN. RE A S NAME OF SPRINKLER CONTRACTOR FOR P ERTY OWNER( NED) ;) TITLE PART C r,3. uK,t4h c, -Title__ 'n^: .; t t' ..,..wi w 1.i ince FOR SPRINKLER CONTRACTOR(SIGNED) ' �s'7 , A. t-� I. "")IC rV'1 d Al 7/i CONTRACTOR'S MATERIAL & TEST CERTIFICATE SPRINKLER SYSTEMS -WATER SPRAY SYSTEMS PART "A" GENERAL f PROCEDURE UPON COMPLETION OF WORK, INSPECTION AND TESTS SHOULD BE MADE BY CONTRACTOR'S REPRESENTATIVE AND WITNESSED AY AN OWNER'S REPRESENTATIVE. ALL DEFECTS SHOULD BE CORRECTED AND SYSTEM LEFT IN SERVICE BEFORE CONTRACTOR'S MEN FINALLY LEAVE THE JOB. A CERTIFICATE SHOULD BE FILLED OUT AND SIGNED BY BOTH REPRESENTATIVES. COPIES SHOULD BE PREPARED FOR INSPECTING AUTHORITIES, OWNER AND CONTRACTOR. IT IS UNDERSTOOD THE OWNER'S REPRESENTATIVE'S SIGNATURE IN NO WAY PREJUDICES ANY CLAIM AGAINST CONTRACTOR FOiR FAULTY MATERIAL, POOR WORKMANSHIP OR FAILURE TO COMPLY WiTtl iNSPECTiNG AUTHORITY'S REQUIREMENTS OR LOCAL,ORDINANCES. PROPERTY NAME r DATE. 1 tt R Us I'ROPERTThDHE SS 4°--en4weCAPTED BY iNPEC"TION AUTHORITY('S)NAMES ADDRESS — --- —PLANS — — --- -- — __ INSTALLATION CONFORMS TO ACCEPTED PLANS YES Le NO ❑ EQUIPMENT USED iS APPROVED VES { No [I iF NO, STATE DEVIATIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE OF THIS NEW EQUIPMENT YI7S NO [] iF NO, EXPLAIN INSTRUC- T10NS I(AS A COPY OF INSTRUCTION AND MAINTENANCE CHART BEEN LEFT Vl- ( NO ❑ AT PLANT iF NO, EXPLAIN FLUSHING: Flow the required tale until nnlns are clear as indicated by no collection of foreign material in burlap hags at maims sup•''as hydrants and blow-offs. Flush at(lows not less than 750 GPM for 6-inch pipe and smaller. IOW GPM for 8-inch, 1500 GPM for 10-inch. 2000 GPM for 12-inch. Where supply TEST ea ce stipulated flow rate, obtain maximum available by using properly sized discharge devices. HYDROSTATIS;�3tyd ostatic test should he mane at not less than 200 PSI for two hours or'50 PSi above static pressure in excess of 150 PSi. Differential dry-pipe valve clappers should be left open during test to prevent damage. All above ground piping leakage shot,ld be stopped. DESCRIP- LEAKAGE: New pipe laid with rubber gasketed joints F.mild. it the workmanship is satisfactory, have no leakage at the joints. Unsatisfactory amounts of leakage usually result from twisted, pinched or cut gaskets. However. some leakage might result from small amounts of grit or small imperfections The amount of leakage at the joints should not exceed 2 quarts per hour per 100 joints irrespectively of pipe diameter. The Is•akage should he distributed TION over all joints. if such leakage occurs sit a few joints the insiallalton should be considered unsatisfactory and necessary repairs made. New pip, laid with caulked lead or lead-substitute joints should, if the workmanship is satisfactory, have little or no leakage at the joints. Any joint having leakage or more than a"slight drip"or"weeping"should be repaired, Leakage should tat exceed 1 oz. (liquid measure)per hour per inch of pipe diameter per joint. The leakage should be distributed over all joints. if such leakage occurs'almosl entirely at a few joints, the installation Should be considered unsatisfactory and necessary repairs made. PNEUMATIC: Establish 40 PSI air pressure and measure pressor( drop which should not exceed 11,2 PSI in 24 hours. Test pressure tanks at normal water level and air pressure, and measure air pressure drop which she not exceed 1 I: I in 24 hours, PART "B" — UNDE ND PIPING ^_ FEEDS BLDGS. LOCATION PIPE TYPE AND CLASS TYPE JOINT UNDER- GROUND CONFORMS TO ANDARD YES ❑ NO ❑ IF NO, EXPLAIN PIPES AND JOINTS NEEDING ANCHORAGE CLAMPED, STRA OR BACKEVIN ACCORDANCE YES ❑ NO (] WITH STANDARD JOINTS IF NO, EXPLAIN TESTS FLUSHING HYDROSTATIC LEAKAGE REQUIRED NEW UNDERGROUND PIPING FLUSHED ACCORDING TO STANDARD YES❑ BY(COMPANY) HOW WAS FLUSHING FLOW OBTAINED -- —- ------__._. —. PUBLIC WATER 0 T OR RESERVOIR❑ FIRE PUMP❑ FLUSHING THROUGH WHAT TYPE OPENING NYD. EUTT. ❑ OPEN PIPE ❑ -- LEAD-INS FLUSHED ACCORDING TO STANDARD YES ❑ TESTS BY(COMPANY) HOW WAS FLUSHING PLOW OBTAINED PUBLIC WATER [] TANK OR RESERVOIR 0 FIRE PUMP 0 THROUGH WHAT TYPE OPENING TOWN OF QUEENSBURY 451MA BUILDING & CODE ENFORCEMENT cmip � 742 BAY ROAD QUEENSBURY NY 12804 (518) 761-8256 !RRIVE: An DEPART: _ INSP: 4- FINAL INSPECTION REPORT - RESIDENTI1,AL / )ATE INSPECTION UEST ECEIVED: ,' VAME Jr -P LOCATION ..- d7- { )ATE i U d PERM'!" # ... 74 . TYPE OF STRUCTURE -1 ?OOTINGS FOUNDATION BACKFILL FRAMING LOUGH PLUMBING SEPTIC INSULATION ?INAL ELECT*ICAL WOODSTOVE OR FIREPLACE 1 i N/A YES NO 2HIMNEY HEIGk1T/B VENT/HEIGHT ?LUMBING VENT IOOFING EXTERIOR FINISH )ECK/PORCH/STOS/RAILINGS s ZELIEF VALVES 1 ?URNACE/HOT WATER OPERATING \1 [NTERIOR TRIM/PRIACY DOORS \ FINISH FLOORS: 1 BATH/KITCHEN WATE\TJ?3HT _ f OTHER FLOORS SWEEP LE OTHER FLOORS CARPE 'E� STAIR CLEARANCE/RAING' , SMOKE DETECTORS i 3ATHROOM FANS 1 I PLUMBING FIXTURES/ FOUNDATION INSULTION GARAGE FIRE PROING 1 /DOOR CLOSERS FINAL ELECTRIC L SITE PLAN/VAR NCE RE . FINAL SURVEY LOT PLAN OK TO ISSUE 0 OR C/C ( 6, N ,' %'44i/41 6,1.- 7‘ 71;1 ,4 "4'44d ,,,i 4 pv„.1 44%1 1 ?iy,,..71 518 761-8 6:447 ( ) 256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 BAY RD. , QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARR DEPART I, LEQUEST Fes• SPECTION ECEIVED: �{ 404, / 1 TAME 4/4- ,OCATION 1ATE 4, PERMIT # 1 41- ( 'YPE OF S RUCTU E: .ECHECK APPROVED N/A YES NO OOTINGS/PIERS LONOLITHIC POUR FORM .EINFORCEMENT IN PLAC 'HE CONTRACTOR IS RE'P$ SIDLE FOR ROVIDING PROTE TIO FR•M FREEZING OR 48 HOURS POLL* ING HE PLACE- LENT OF THE CONC'7; TE. iATERIALS Fs' THIS PURPO•E ON SITE,_ OUNDATIONIWALLPOUR EINFORCEMENT IN PLACE OUNDATION/DAMPPROOFING ACKFILL APPROVAL LUMBING VENT/VENTS IN PLACE 1 , OUGH PLUMBING LUMBING UNDER SLAB_______________ (RAM I NG: QL1.T JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM IR INFILTRATION BARRIER EATING ROUGH-IN NSULATION: FOUNDATION WALLS INTERIOR R- _ FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING y R- DUCT WORK OR PIPING IN UNHEATED SPACES R- Lyn\ (-: „(518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 4�, 742 BAY RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARR 7j Ip w IEQUEST FOR NSPECTION ECE VED: 4AME k LOCATION g _aLLL=AA143L )ATE PERMIT CYPE OF STRUCTURE: tECHECK APPROVED N/A YES , NO rOOTINGS/PIERS IONOLITHIC POUR FORM • 2EINFORCEMENT IN PLACE ['HE CONTRACTOR IS RESPONSIBLE FOR 'ROVIDING PROTE TION FROM FREEZING ,OR 48 HOURS FOLLOWING THE PLACE- MITT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE SITE 'OUNDATION/WALLPOUR tEINFORCEMENT IN PL 'OUNDATION/D ROOFING 3ACKFILL APPROVAL 'LUMBING VENT/VENTS IN PLACE ROUGH PLUMBING ILUMBING UNDER SLAB 10 'RAMING: �� \VC JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM ►IR INFILTRATION BARRIER IEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- (518) 761-8256 TOWN OF QUEENSBURYfib BUILDING & CODE ENFORCEMENT 742 BAY RD., QUEENSBURY NY 12804 [NSPECTOR'S REPORT: ARR/I DEPART INT J r tEQUEST FO• INSPECTION • _ IVED: DAME r` .. ,OCAT I ON mow )ATE "`-3- 1 PERMIT # l W TYPE OF STRUCTURE: , ,,. 1 tECHECK APPROVED N/A YES NO 'OOTINGS/PIERS IONOLITHIC POUR FO tEINFORCEMENT IN PLA E 'HE CONTRACTOR IS RES SIDLE FOR 'ROVIDING PROTE I FR FREEZING 'OR 48 HOURS FOLLOWING TH PLACE- !ENT OF THE CONCRETE. LATERIALS FOR THIS PURPOSE ON SITE 'OUNDATION/WALLPOUR LEINFORCEMENT IN PLACE 'OUNDATION/DAMPPROOFING _ 1ACKFILL APPROVAL 'LUMBING VENT/VENTS IN PLACE LOUGH PLUMBING 'LUMBING UNDER SLAB 'RAMING• i JACK STUDS/HEADERS - Y BRACING/BRIDGING JOIST HANGERS JACK POSTS MAIN BEAM ►IR INFILTRATION BARRIER [EATING ROUGH-IN NSULATION• FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 BAY RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARR�-��DEPART":V I .11' REQUEST FOR INSPECTION RECEIVED: NAME -®;-)D '�� LOCATION i F} t DATE Z�rilp PERMIT A Ci(C) --4-1147 TYPE OF STRUCTURE: RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FO - REINFORCEMENT PLA E THE C CTOR IS RES NSIBLE OR PROVIDING PROTE TION F M FRE ING FOR 48 HOURS FOLLOWING E P CE- MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE _ FOUNDATION/DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING /PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- 1 FLOORS R- WALLS R- CEILING R- _4 DUCT WORK OR PIPING IN UNHEATED SPACES R- (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 0 , 742 BAY RD., QUEENSBURY NY 12804 . ir :NSPECTOR'S REPORT: ARR2 DEPARTat . mr. Le) tEQUEST FOR INNSPECTION RECEIVED: )AME 6 \6 ip, o .,OCATION 1 G �b T )ATE $l�Sj Vij PERMIT # -1193^ 44IU 'YPE OF STRUCTURE: tECHECK APPROVED N/A YES NO _ 'OOTINGS/PIERS IONOLITHIC POUR FORM tEINFORCEMENT IN PLACE 'HE CONTRACTOR IS RESPONSIBLE FOR 'ROVIDING PROTE TION FROM FREEZING 'OR 48 HOURS FOLLOWING THE PLACE- TENT OF THE CONCRETE. _ _ SATERIALS FOR THIS PURPOSE ON SIT . 'OUNDATION WALLPOUR tEINFORCEMENT IN PLACE 'OUNDATION DAMPPROOFING fACKFILL APPROVAL 'LUMBING VENT/VENTS IN PLACE/ , I LOUGH PLUMBING 'LUMBING UNDER SLAB ti 'RAMING: JACK STUDS/HEADERS s , __- BRACING/BRIDGING __' _ JOIST HANGERS - = ' JACK POSTS/MAIN BEAM ►IR INFILTRATION BARRIER _ (EATING ROUGH-IN \ :NSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- (518) 761-8256 TOWN OF QUEENSBURY1610j BUILDING & CODE ENFORCEMENT 742 BAY RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARR163 5-DEPARTib*Jr5I r REQUEST FOR INSPECTION RECEIVED: NAME -1d'1/4i 11 LOCATION �LE,� 65 DATE \2b\ct9AIL(b)ND PERMIT # 96)— 9 TYPE OF STRUCTURE: RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBL FOR PROVIDING PROTE TION FROM F ZING FOR 48 HOURS FOLLONI G THE P CE- MENT OF THE CONCRETE. MATERIALS FOR THIS PU OSE ON' SITE FOUNDATION/WALLPO s REINFO - T IN PLACE I` FOUNDATION/DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING ..�.. ,,,,,,,,,,�� PLUMBING UNDER SLAB ACE � � FRAMING: JACK STUDS/HEADERS r BRACING/BRIDGING JOIST HANGERS - JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- kk tt-L- EZO fir (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 BAY RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARRIO-DEPART ,( 2AIN • REQUEST FOR INSPECTION RECEIVED: NAME -I O Tlj LOCATION �-31 ,15ri F DATE MZ:I ICQ PERMIT * 9(5)--4LICQ TYPE OF STRUCTURE: RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC:POUR FO• ' REINFORCEMENT IN P 1,4011Immllmmi THE CONTRACTO• S RESPOIBLE FO• PROVIDING P'•TE TION FROM\FREEZI FOR 48 HO •S FOLLOWING THE\'LACE-i MENT 0 HE CONCRETE. 177--4 MAT RIALS FOR THIS PURPOSE ON SATE FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE F UNDATION/DAMPPR ING ACKFILL APPROVAL aJT 1 PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS _ BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- ' 'Y J , U ' fir /I / f) (518) 761-8256 TOWN OF QUEENSBURY !6111A, o BUILDING & CODE ENFORCEMENT 742 BAY RD., QUEENSBURY NY 12804 " A ltr [NSPECTOR'S REPORT: ARR _ )DEPART ,� IN —.......,� ` ZEQUEST FOR INSPECTION ECEIVED:� — / 4AME J O (/' ,OCAT ION C- 1 5 I /'� S-''"\ 9 WITD._3--ci PERMIT A l YPE OF STRUCTURE: CutPCMpt•-\,\I(\_\---1 _/:\.\* \ tECHECK APPROVED N/A YES NO TINGS/PIERS f IOLITHIC POUR FORM tEINFORCEMENT IN PLACE !'HE CONTRACTOR IS RESPONSIBLE FOR 'ROVIDING PROTE TION FROM FREEZING 'OR 48 HOURS FOLLOWING THE PLACE- IENT OF THE CONCRETE. LATERIALS FOR THIS PURPOSE�^ ON SITE 'OUNDATION/WALLFOUR != R:EINFORCEMENT IN PLAC- r -_ r 'OUNDATION/DAMPPROOFI IACKFILL APPROVAL 'LUMBING VENT/VENTS I, PLACE - TOUGH PLUMBING r 'LUMBING UNDER SLA'-f 'RAMING: JACK STUS/HEA'ERS BRACING - RIDGI JOIST H:NGERS - JACK PASTS/MAIN\BEAM F T LIR INFILTRATION BARRIERX [EATING ROUGH-IN `, NSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS-E-TERIOR R- - - FLOORS WALLS t�-_____ CEILING DUCT WORK OR PIPING IN UNHEATED SPACES ,It- \) CO V D C -M\C 11,3 1 \AEtG MEI Gt4 4 94- (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT .,,., 742 BAY RD., QUEENSBURY NY 12804 '� INSPECTOR'S REPORT: ARR DEPAR1 L S #--14011' g- `" ,,�r 0 ( REQUEST FOR) SPECTION REC ED: Jr, NAME 1 ()I-A(2) LOCATION C-- LeA, DATE Cif'--2.L ' PERMIT A (0--(-31, , (C TYPE OF STRUCTURE: 5M,\• ik `N . ZECHECK APPROVED j F N/A YES NO FOOTINGS/PIERS ` ` te' YE,. MONOLITHIC POUR FORM = REINFORCEMENT IN PLACE 't') Ilk! THE CONTRACTOR IS RESPONSIBLE OR PROVIDING PROTE TION FROM FR ZING FOR 48 HOURS FOLLOWING THE P, •CE- 4ENT OF THE CONCRETE. , MATERIALS FOR THIS PURPOSE •N SITE,_ FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFING 3ACKFILL APPROVAL_ _i \ ?LUMBING VENT/VENTS I.$ PLACE \\\\\\\\\\ ROUGH PLUMBING ?LUMBING UNDER SLAY FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING _ JOIST HANGERS JACK POSTS/MAIN BEAM 7 kIR INFILTRATION BARRIER iEATING ROUGH-IN [NSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- _ FLOORS R- , WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- 6 \)c=Z c C-13 ) .Z6i- v c 1 G% EE[Z \)v \cJ .o \Oc-' AAi• C — tET 6 EN , •,,.,,V t. 1,, 1P .t; .•. .•. .•. • •, t • • t .• ,•. ,t •. • •_...•. t t • • • •, ,• t, t...t ,•: .•, t. a • • •.. • • v • • • .t •, .t, , „, 1 THE NEW YORK BOARD OF FIRE UNDERWRITER a 5a IMA: -I. • 1 iCtc11 1 BUREAU OF ELECTRICITY 7' 111 WASHINGTON AVENUE,SUITE 704,ALBANY,NY 12210 n . ... . .. Date J LILY 2 , 1'.•` t:-, Application No.on file 3.75 +4`6 a`''�ri `i, 404 3F 76 .. i!::. ,: THIS CERTIFIES THAT only the electrical equipment as described below and introduced 'the applicant named on the above application nbmber in the premises of � t i., T 4.g F r V' OS: ur 111-: 131.. EN S QUF 1:N8 OF , N.Y. .'" in the following location; ❑ Basement ❑ 1st Fl. El 2nd Fl. C'UT Section Block Lot %; was examined on 'Tt1L, ' - { 'i' and found to be in compliance with the National Electrical Code. FIXTURE FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS i' OUTLETS RECEPTACLES SWITCHES INCANDESCENT FLUORESCENT OTHER ANT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. • !:1, 1 • DRYERS FURNACE MOTORS FIXTURE APPLIANCE ADDERS SPECIAL REC'PT TIME CLOCKS nu UNIT HEATERS .MULTI TRYSTEMS DIMMERS ' AMT. K.W. OIL M.P. GAS M.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.H.P.P. No.op SET AMT. WATTS 1!..,' i' ►; SERVICE DISCONNECT NO.OF S E R V I C E ER MAT. AMP. TYPE a1,r 2W 1/3W 3/3W 3/1W NO.OFfC 1COND. OF CC COIND. NO.OF HI-LEG OF FWN-lEG NO.OF NEUTRALS OF IIIJ RAL • 1 .',(f)'K:" FUSE 1 Y; 1 1_,t1 l . ‘..F �, . r OTHER APPARATUS: • 'EtittiO AtY POWER SE RVONLY-I. � . • -...c.)v......i.....L....... (....... (12.barze. 9 tfORPt IS LANE 00NNA CL I FTON PARK K , NY. I::`,1/3 r`,5 BRANCH MANAGER s' 239 :,' Per This certificate must not be altered in any manner;return to the office of the Board if incorrect. Inspectors may be identified by their credentials. . .. . a' .. _. 'a' • • mew lCrip Di 111 rtinin nenArms/101►rr TLtt@"AtfV AO'ACt1TtCt/1ATC KA1 toT t\IAT IDL' At ironer%MI ARIV RAAAIMEE, �`..,t;,,,t, .• 1i ,t •. S • ,t, .•, •. .• • • • •, .•, •. :• r•. ,•. • .t, ,t, ,ti • • r,• r t, •. •, ,t, .•, .•. ,•; +t: .t. •. .•. t ,• •, ,•. •, ,•. • .•. •: •. •. ,•. •: •. • .• • THE NEW YORK BOARD OF FIRE UNDERWRITERS PA(.;1'I BUREAU OF ELECTRICITY 111 WASHINGTON AVENUE,SUITE 704,ALBANY,NY 12210 Date ih'_ O EP ' 1 Application No.on file' '53996 = AI 206 .. THIS CERTIFIES THAT ' onlythe electricalequipment es described below and introduced by the applicant named on the above application number in the premises of !!}OYS-bl-ust GLEN ST. , eUEENSBUJ Y, N.Y. in the following location• L Basement , En lst Fl. ❑ 2nd Fl. Section Block Lot OCtORwas examined on and found to be in compliance with the National Electrical Code. RXTURE FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS i' OUTLETS RECEPTACLES SWITCHES INCANDESCENT FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. i' DRYERS FURNACE MOTORS FUTURE APPLIANCE FINDERS SPECIAL REC'PT. TIME CLOCKS EEtL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS ' AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. No.op FEET AMT. WATTS o' ►' SERVICE DISCONNECT NO.OF - S E R V 1 C E AVM AMT. AMP. TYPE 1,R'2W 1 JrO.O 3W 3 X 3W 3 X 4W N �COND. OF CC G.D., NO.Of HI-LEG Of.FWN-LG• NO.OF NEUTRALS OFA.1 EU G. ti RAL OTHER APPARATUS: • liCCALL LEC INC. 9 HORRIS LANE 21071 CLIFTON PARE , NY, 12065 BRANCH MANAGER 2 39 Per This certificate must not be altered in any manner;return to the office of the Board if incorrect. Inspectors may be identified by their credentials. . fef4B\O C'AI1 Olt III t1ORI"earn*rfTRACRIT TtJte%AAr1V Ar J1rrlTtrt%ATr■AI RIPVI.Dr A t Tt-!r1r`r1 11A1 A REV AA A RtRICf1 THE NEW YORK BOARD OF FIRE UNDERWRITERS t,At;/II; 1 41, E}011 ; BUREAU OF ELECTRICITY 111 WASHINGTON AVENUE,SUITE 704,ALBANY,NY 12210 • Date OCTOBER 2 mac'.199 Application No.on file 40 5199E/9 A .12060:, THIS CERTIFIES THAT F'l�i?fI'I' NO. R 4Ea only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of •,' TO i S-R-1FS. GLEN S 1 . , WEENSBURY, NY. .'. in the following location; El Basement in 1st Fl. El 2nd Fl. Section Block Lot ►. was examined on ; "q+r�RRk ' '1996 9 and found to be in compliance with the National Electrical Code. RXTURE FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS i OUTLETS RECEPTACLES SWITCHES INCANDESCENT FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. 1 24b 50 12 �30 15 : DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS awl UNIT HEATERS MULTI-OUTLET DIMMERS i;' AMT. K.W. OIL H.P. GAS M.P. AMT. NO. A.W.G. AMT. MAP. NAT. AMPS. TRANS. AMT. H.P. SYSTEMS MAT. WATTS 8 .' SERVICE DISCONNECT NO.OF S E R V I C E MIMW AMT. AMP. TYPE 1 A'2W 1/3W 3/3W 3/4W NO.OFC 1COND. OF CC COND.. NO.OF HI-LEG Of!WN-LEG NO.OF NEUTRALS OF NEUTRAL G. i s� `�' �' 1 600 FUSE 1A ..' 500 2 50) :' OTHER APPARATUS: •' EXIT -11 MOTOR & LIGHT CONTACTOR- P- ..;‘: �y �t TRANd'ER SW--I }4TORS: 1• 10 H.P. , t-4O H.P- TR.PiNSFOI 11Ek<1-45 KVA ,1- i0 !e t7A ..1-10 KVA . 1.-•1 5 }VA G.F.C. I -2 -A-NOTE: This is a partial , not a complete certificate. • !' <<< Continued on Page 2 p-"�" '.....)..ii,—...,--....— (...... 2. 01,07e a,, BRANCH MANAGER : Per This certificate must not be altered in any manner;return to the office of the Board if incorrect. Inspectors may be identified by their credentials. "novo CAro!SI III/1IRI# mr.ri.A mowsmrays. �.es,.www..i AS.A!.!\7.1/•SAA..s.aA■■w.r atom..rum A a Tr•1rl1 MI AAIv RAAR1111 s 1, 41:.6011 THE NEW YORK BOARD OF FIRE UNDERWRITERS 1 i{--;1': 1. BUREAU OF ELECTRICITY 111 WASHINGTON AVENUE,SUITE 704,ALBANY,NY 12210 e.�$iF 3 i I:.1' °� 6 % A. 121019 Date Application No.on file -� -, �,; THIS CERTIFIES THAT Q� onlythe electricalequipment as described below and introduced by the applicant named on the above application number in the premises of •' TOYS Y { R US, 5.1PP1* GLEN ST_ r ('1JF1 {1VS tfR.1. , N. Y .'' in the following location; ❑ Basement El 1st Fl. El2nd Fl. Section Block Lot ►; was examined one' ` ' and found to be in compliance with the National Electrical Code. . 41' FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. DRYERS _ FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS UNIT HEATERS MULTI-OUTLET DIMMERS a.. AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. No.or FEET AMT. WATTS i ._! 2 1. i -' SERVICE DISCONNECT NO.OF. S E R V I C E PAWN'AMT. AMP. TYPE E .�1.2 2W 1/3W 3 A'3W 3 X OCC. C 4W NO- COND. o CC.cSND.. NO.OF HI LEG AOF.WHI-LEG•G NO. NEUTRALS OF NEUTRAL RAL s` i' d' OTHER APPARATUS: :' ,::: 2 --,)„......."..L___ i.,„, ,ier„,,L. ELEC INC, C_ 007-6 CLI FT ON PAf h , NY, 12065 BRANCH MANAGER 239 t. Per This certificate must not be altered in any manner;return to the office of the Board if incorrect. Inspectors may be identified by their credentials. An m:rFn SS III I I&I MVP!*eTAsram. TI_II /%041,11%,Ar Ars riri#A A re AAI SOT Ainr nr A l Trsrrt SKI A Kit/RI A KIROCrl Main Office 357 Elwyn Terrace — Manheim,PA 17545 "2 J c f MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Panel Board No. Cert. A 7 Cut-in Card No. ` Owner ,�i i �. c_ / �. � Occupant /ill/ ( = [ Location f G C �. . .� _ (e. r Installation Consisting of -'�'� r ` °�t- 1 !L / Installed By ff��'!E Lic.# 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 makin ,inspe ons at any time,and if its rules are violated,the Company shall have the right to revoke i certifi te.� Date /l .1:) INSPECTOR. � e Member N.F.P.A..I.A.E.I.