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98-354 CERTIFICATE OF OCCUPANCY TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK December 22 98 Clete 19 tom : �] -. 98354 'Mis is to certify that work requested to be done as shown by Permit No. I has been completed. COMMERCIAL BUILDING This structure may be occupied as a 756 QUAKER ROAD Location HESS CORP . Owner TAX MAP NO . 1 1 e . - 1 - 2 . 7 By Carder Town Board TQW--W OF QUEENSBURY Director of Bldg- & Code Enforcement BUILDING PERMIT VALUE $ 750000TOWN OF QUEENSBURY No 98354 TALL MAP NO . 110 . - 1 - 2 . 7 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to HESS CORP * OWNER of property located at DIX AVE a Street. Road or Ave. in the Town of oueensbury, To Construct or place a COMMERCIAL BUILDING 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 Oueensbury Building and Zoning Ordinance. 1. OWNERM Address is ONE HESS PLAZA WOODBRIDGENr NJ 07095 2. CONTRACTOR or GUI LDER'S Name A14ERADA HESS CORP * S. CONTRACTOR or BUILDERS Address ONE HESS PALZA WOODBRIDGEr NJ 07095 4. ARCV41TECTOS Name S. ARCHITECT"S Address 6. TYPE of Construction — (Please indicate by x) COMMERCIAL BUILDINGS ) Wood Frame 11 Masonry t ) Steel I I 7. PLANS and Specifications 495fsopq tt COMMERCIAL BUILDING AS PER PLOT PLAN SPECIFICATIONS 8. Proposed use COMMERCIAL BUILDING 742 . 5 July 8 2000 $ PERMIT FEE PAID — THIS PERMIT EXPIRES 19 (If a longer period is raquireci an application for an extension must be made Iti the 8ui6diog and Zoning inspector of the town of cbj&ensbury before the expiration dote_1 8 July 1998 Dated at the Town of oueensbury this Day of 19 C SIGNED BY � ' ^ti for the Town of Oueensbury 8withing end zoning I nspeatw . ,,1010� tar �tti�cu�cyx, �;. i� erirut lippitcation Town of +Queetlsbuty -- 1lepi. of C+ weasewity Develolvie►rl, 742 Day Road. Qrreeresbury, NY 128[4 1761-82561 BUILI) ING A . CODE ENFORCEAfENT fl ��jE Requirements Prior to Issuance A pcnt.iE must be oWaittul before of this permit: PERMIT FILE NOo beginning coosftvction. No inspections PERmir FEE PAID $ will be nude tmoil applicant Jos teceivact Zortl►tg Board Actlart a VALID BUIL.DINfi PHRMrT. All � I Use RECICKA710N FEE PAID $ applicants' spaces on this application e' MUST be completed mW- fiw signature [21 �P&►trtbtg Board Acdort REVIEWED DEP t J� of the applicant roust appear an the st'it I swtxtivisiaa I Olttcr J 8Nt&ttna r�u►mrrar licalion rorin. U ..t y.,. Recreation F " Payawrit Applicant: A lez /'Onr Owner: Address: .s2/�'� �'i 's /t4z3d a sogg Addroes: l�rfi sus GG ra [✓�A�9 U9�ct",&T a, 74P97 lrrctpurty I .00rtlitsttt / + ' 4.,L '�' 40 11u 1 �/ , Tax Malt Nunrhor ! ' ' Subdivision Nntne; "- Section llltick lot HATUIXE Or PROPOSO D HORK t ESTIMAVED MARKET VA16UR OF THE New Buildings CONSTnUCTXOH t $� 7 _rur2 residence / commercial Addition to Bull residence / commercial OCCUPANCY IHrORMATIOHt Alteration to Buildings Primary Building residence / commercial Single Family Dwelling Residence / Commercial Two Family Dwelling no change to exterior size Family Uwellin 1998 Office .. UN Other Work ( describe below ) / Mercantile Manufactiuring Other GROSS AREA OF PROPOSEn STRUCTURES if ADDITION „ what will use 10t Floor . . . . . . . . IRSZ.+ sq . . ft . of new addition bel t 2ncl -Floor . . . . . . . . sq . fL' . OL1Ler Floors . o a * t sq . ft . ( not unfinished cellar basement ) ACCESSORY SUII.Di "Ost - �/r�m Detached Garage 1 . 2 car '1OTAL FUOOR AREAL+ a . 70 ,. ^ SQ . Fir . Attached Garage 18 2 car Private Storage Building SIZE OF NEW STRUCTURE : Commercial Storage Building SY' FEET X © FEET Other Foundation Types 'lam Will an second- hand or ungraded Number of Stories : I lumber be used? If so , for what ? ( habitable space only ) f, -- lieight ( grade to ridge ) : � feet TYPE OF FILATIH¢ 'SYSTEMi Number of fireplaces and/or woo stove ( iArcle ` all which applige ) to be installed : C> Electric / Oil GG /wood Forced clot 'Air / Vase�oard / other Person reis' ponsible For supervision of work an regards to building n ( /2'32f 7TD codes i is f rs�yr/ AK c 5s O `U r ca - 4c sese N+arfle Acidresse Phone Builders 12eamd Plumbers Masons Electrician : DECT.4RA77t7N.• Please sigrt beloty q/le)• you have carefully read Ilse state►nerd. To fife best of any knowledge tine stateitlents contained in this application, togelher with litre plaits anti specifications submitted, are a true and complete staternent of all proposed work to be clone on the described premises and that all provisions of tile Building Cede, the 'Zoning Ordinance and all otlter laws pertaisting to (tic prOpOscd wesat, slLali be cosrtlitied midi, whether specified or noted, and tltat such work is awhurired by the owner. further, it is underst(xxt that Vwe slfall sultnut prior to a Certificate of occupancy'or Certificate of Con+pliance being issued, an A5 BUI T P1X) T PLAN by a licertro3d stvveytn ; dra n o scale, showing actual locar;orl of pr0*cc( on lwvniises. (ovnar, nw*.e . 's s:gtui. Arcllitecf , contractor) V -^• .�..... , ENERGY CODE COMPLIANCE APPLICATION ` TOWN OF QUEENSBURY , WARREN COUNTY JUN .1 9 r" 9000 HEATING DEGREE DAYS Compliance Methods : PART 5 - Acceptable Practice Method - 1 & 2 Family Dwellings ( only ) PART 6 * - Thermal Rating - Component Trade offs 1 & 2 Family Dwellings ; Multi-Famliy- Dwellings ( 3 stories or less ) PART 4 * - Design by Component Performance Commercial Buildings -Hi Rise Residential *Requires submission of worksheets APPLICANT ' S NAME : PROPERTY LOCATION : L! 4 emw eJ,&.; .Nd" (,�,�o C'aMG► QoAjersyt Co. 4e A+ is ,d. r jQhdAr454W&jrW r PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE : 1 . Gross Floor Area - square feet 2 . Type of Heat - Electric oil Gas Other 3 . is building mechanically cooled ? Yes No 4 . Percentage of area of windows and doors over 17 % Under 17 % 5 . R- VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R-VALUES AS SHOWN ON PLANS SUBMITTED : a . Roof R b , Exterior walls R c . Glazed areas R d . Exterior doors R e . Floors over unheated spaces R t . Edge of slab on grade ( heated building ) R g . Basement / cellar walls ( above grade ) R h . Basement / cellar walls ( below grade ) R 1 Heating/cooling-ducts -piping in unheated space R 6 . Service ( domestic ) hot water heating device Conf orms to minimum efficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 1400 - WILL NOT BE EXCEEDED Appl " ntt Signature Date Phone Number INSPECTOR ' S REMARKS : CERTIFICATE OF LIABILITY INSURANCE - DATA PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE A B. RaYa Agency Inc. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR fill -0700 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, 17 Dove Street COMPANIES AFFORDING COVERAGE ARMW NY 12210 COMPANY A Fklelllq & Guaranty Ins INSURED COMPANY Joseph R. Wunderlich, Inc. B USF&G Box 245 COMPANY Latham NY 12110 C ORYX insurance Brokerage, COMPANY D COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE. LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE. FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDRION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES (DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. rx•J TYPE OF IN8UF1l1NCE. POLICY NIJ1iBFA Pf1l.lCY EFFECTIVE POLICY E7IPPIFlATIK7N LIMITS LTR DATE (MMODNY) DATE (MMIDDIM A GENERAL LIABILITY 1MP341360510 -01 04124198 04/20/99 GENERAL AGGREGATE $ 20000 , 000 _.. X COMMERCIAL GENERAL LIABILITY PRODUCTS - OOMPJOP AGO $ 2 OOO , 400 CLAIMS MADE L�1 OCCUR PERSONAL & ADV INJURY $ 1 , 000 , 00N, OWNER'S & CONTRACTOR'S PROT EACH OCCURRENCE $ Sol X CONTRACTUAL FIRE DAMAGE (Any one fire) $ X I BROAD FCFM PROPERTY DAMAG MED EXP (Any one Person) $ 51000 B AUTOMOBILE LIABILITY IAB30069695704 04 /20/98 04120199 COMBINED SINGLE LIMIT S 11000 , 000 X ANY AUTO ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Pef Pusan) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ GARAGE LIABILITY AUTO ONLY • EA ACCIDENT $ ANY AUTO OTHER THAN AUTO ONLY? $ $ ------------------- A EXCESS LIABILITY IMP301350510 -01 04i20198 04120199 EACH OCCURRENCE $ 30000 , 000 X UMBRELLA FORM AGGREGATE S 3 , 000 , 000 OTHER THAN UMBRELLA FORM $ WORKERS COMPENSATION AND X TORY LIMBS ERA,. EMPLOYERS' LIABILITY WC2 -4527850 1 2101 19 7 12101 198 100 , 000 EL EACH ACCIDENT S `�" THE PROPRIETOR( EL DISEASE - POLICY L[MIT $ 500 , 000 PARTNERMXECUTIVE INCL OFFICERS ARE: ExCL EL DISEASE • EA EMPLOYEE $ 100 , 400 OTHER QESCRIPTION OF ERATIONSA-OCATION HICLESISPECIAL ITEMS eratlons 0 the named insured with regard to sitework & utility installation For the Ness Station Quaker Road & Dix Avenue ; Town Of Oueensbury , Warren County , New York . It is agreed , Town Of Queensbury is named as additional insured ' s with regard to this operation only . CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Town Of Ousemkit ry {Flew Sbk*m] EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 742 gay Road 45 DAYS WRITTEN NOTICE TO THE CERTIFICATE ((OLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY {wry NY 12&M OF ANY KIND UPON THE COMPANY, ITS AGENT OR REPRESENTATIVES, RI O IYE REPRESEHTA7 Jahn JoFIn B. RLrlla, Jr. - Agent ",�f.,_•!.,,! ills �i,�1'`j,�i! ACORD 25a8 (Ift) 0 ACORD.: COAPORATION 1911fill i TOWN OF QUEENSBURY BUILUIVG & CODE ENFORCEMENT 742 HAY ROAD QUEENSBURY NY 12604 ( 510 ) 745- 4447 APV,, IV!= : FINAL INSPECTION REPORT — R0&rDEtiTIAL DATE INSP CTION REQUEST RECEIVED $ NAME LOCATION DATE PERMIT / 1 TYPE OF STRUCTURE FOOTINGS FOUNDATION BACKFILL FRAMING ROUGH PLUM---ING SEPTIC INSULATIPN --�� FINAL ELECTRICAL WOODS'PUVE OR FIREPLACE _ N A 'YES 1�e0 CHIMNEY HEIGHT R VENT HEIGHT PLUMBING VENT ROQFIHG EXTERIOR FINISH ECK PORCH ST S RAILIN S I RELIEF VALVES 1 . FURNACE HOT WATE N ERIOR TRIM PR V C DOORS FINI ' LOORS BATH AITCHEN W T RTIGHT OTHER FLOORS SWE A LE OTHER FLOORS CARPETED STAIR CLEARANCE/RAILINGS i SMOKE 17ETECTO S i BATHROOM FANS PLUMBING FIXTURES FOUNDATION INSULATION _ j GARAGE FIRS PROOFING DOOR CLOSERS FINAL ELECTRICAL i SITE Pi J,.[VARIANCE REQ . 7AL SURVEY _ PLOT ,PLAN 1 OK TO ISS0E C /O 17R C C i 1 1 i i LEGEND: F. O. A. C. DENOTES FACE OF ASPHALT CURB IN V. DENOTES INVERT C.I.R.F. DENOTES CAPPED IRON ROD FOUND E.O.P. DENOTES EDGE OF PAVEMENT REFF, DENOTES REFERENCE A.L.O. DENOTES APPROXIMATE LOCATION OF NIA. MO. DENOTES NIAGARA MOHAWK G. V. DENOTES GATE VALVE HYD. DENOTES HYDRANT NM DENOTES NIAGARA MOHAWK UTILITY POLE NYT DENOTES NEW YORK TELEPHONE UTILITY POLE U.G. DENOTES UNDERGROUND TELE. DENOTES TELEPHONE C.M.F. DENOTES CONCRETE MONUMENT FOUND ELEV. DENOTES ELEVATION SAN. DENOTES SANITARY CONC, DENOTES CONCRETE SQ. DENOTES SQUARE M.H. DENOTES MANHOLE R.O.W. DENOTES RIGHT OF WAY F.O. C. DENOTES FACE OF CURB P.K.S. DENOTES MASONRY NAIL SET P.K.F. DENOTES MASONRY NAIL FOUND CMP DENOTES CORRUGATED METAL PIPE C.B. DENOTES CATCH BASIN TELE. PED. DENOTES TELEPHONE PEDESTAL N/F DENOTES NOW OR FORMERLY DENOTES CENTERLINE C.M.F. 24" PIPE s3� . y`�Jo. F o� �Py ° \ \ \ \ \ \, LANDS N/F OF GEORGE S. KHACHADOURIAN \ AND MICHAEL MANGO (BOOK 029 OF DEEDS AT PAGE 25) (SECTIOAI 110.00, BLOCK 1, LOT 1.32) / \ / 3 \ ,O :K \ jl;z IV \ \ \ ` 3 \ 1 \ 70�n y \ \ g Q4 �� or \ yao qo / \ a\ Z 3z\a, �\N - I ` O �\ Z 1 0 Z `Z J11 w O j \ 58370'E 0.3' \ �X�/y�� PVC O TO BENT C.I.R.F. \ \ t LANDS N/F OF W \ MICHAEL MANGO AND wN GEORGE S. KHACHADOURIAN (BOOK 905 OF DEEDS AT PAGE 84) 31 \ NM 51-1 (SECTION 110.00, BLOCK 1, LOT 1.26) d- � \ N Z NYT 50-1 \ TELE. PED. ` C.I.R. _ N65106'40"w 443.86 N65006'40"W 82.04N6 '1 '10"W POINT OF BEGINNING N M - - - OF LEGAL_ DESCRIP71 w' K - - - E.O.P. LIRE 2 ii WHITE LINE M h h 0 P.K.F. NYT 13 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE N.Y. STATE EDUCATION LAW. COPIES FROM THE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. DOUBLE YELLOW LINE P.K.F. PAINTED MEDIAN PXF. LINE OVERHEAD U77LITY LINES ---- -20'E, 0. X C.I.R.F. CUT F.ac SR7P LINE Z � O v_ ENTRY TO 'KMART" PLAZA hyl e°ryV E. DANIEL FULLER P.L.S. 49,135 v • C •' • • 135 too • �F "OK" ECTR/C - NIA. M . PAINT - QUEENSBURY N. SEWER O'e B A.L.O. 16" WATERMA/N AS PER THE TOWN OF QUEENSBURY WATER DEPARTMENT oys o tiT •fs��1. NM 90 \ro ---- NYT 19 - - - } O 537�E, 5'1.0' C� TO C.M.F. \ �j <'G (1.1' BELOW B GROUND) � \ 0 3" DIA. `\`N." METAL PIPE �\ (4.5 HIGH) `\ ooyc 3' x 4.3' CONC. PUMP ISLAND 3" DIA. x 3' HIGH METAL PIPE 6 ^ YD• A.L.O. 8' W47ERMAIN AS PER THE TOWN OF QUEENSBURY WATER DEPARTMENT FLOW (TYPICAL) 3.5 SQ. M.H. SHEET TITLE _REVISIONS DATE BY FOUNDATION LOCA77ON 12-21-98 TSH 40 MPH (� SPEED LIMI T SIGN r FOUNDATION LOCATION SURVEY AS PREPARED FOR AMERA A HESS CORPORATION STATION o. 32,012 LOCATED AT QUAKER ROAD AND DIX AVENUE TOWN OF QUEE SBURY WARREN COUNTY, NEW YORK SCALE: 1" = 20 DECEMBER 22, 1998 ENVIRONME TAL DESIGN PARTNERSHIP, LLP ROUTE 146 CL TON PARK, NY 12065 (518) 371-7621 ENGINEERING t L ND8CAPE ARCHITECTURE f LAND SURVEYING WATER PRESSURE PIT AREA AS PER 71HE TOWN OF QUEENSBURY \ WATER DEPAR77WENT \ r O .O7 sy .\ �Fo O�3" DIA. METAL P/PK (4.5' HIGH) \ ` CONC. PAD W/ CON7ROL PANEL `\ O OJ NM 91-1 `\`� ` REF�TOR .\ 00. \ D/ VE \SIGN OO G CSIGN TY ROA 70 �O O �OFO� \ sk /Q0 NO TE. OTHER IMPROVEMENTS LIE WITHIN 9. THIS PARCEL AND WERE NOT LOCATED \ FOR THE PURPOSE OF THIS SURVEY. ' ` METAL AREA = 2.2-95 f ACRES OR 99, 986f SQ. FT. A VENUE P.K.F. COUNTY ROAD K.F. No. 42 J. WIDE SOLID LINED MEDIAN (WHITE ASPHALT) (APPARENT W/D TH — 66' R.O. W.) O�RHEAO SOLID WH/TLr UNE NYT 15 E.0.P. W 18" CMP STORM SEWER 1 NYT 14 E.O.P. OVERHEAD UTILITY LINES �— CURB CUT / 0 / l £HESS" SIGN L / �J MAP REFERENCES. 1) WARREN COUNTY REAL PROPERTY TAX MAP, TOWN OF QUEENSBURY, SECTION 110.00, BLOCK 1, LOT No. 2.7. 2) MAP ENTITLED: "WARREN COUNTY, NEW YORK GLENS FALLS EAST -WEST BY-PASS". DATED JUNE 1, 1960 AS PREPARED BY RIST, BRIGHT AND FROST, APPROVED BY WARREN COUNTY HIGHWAY DEPARTMENT SUPT. OF HIGHWAYS ON AUGUST 23, 1960 AND ON FILE WITH THE WARREN COUNTY DEPARTMENT OF HIGHWAYS. DEED REFERENCES: 1) TIMOTHY P. SULLIVAN, HELEN B. SULLIVAN AND JANE R. SULLIVAN TO GERALD J. HEWLETT AND ROGER G. HEWLETT BY DEED DATED NOVEMBER 15, 1984 AND RECORDED ON NOVEMBER 28, 1984 IN BOOK 666 OF DEEDS AT PAGE 649. 2) GEORGE P. POWH/DA, AS ADMINISTRATOR OF THE ESTATE OF MICHAEL POWH/DA, DECEASED TO GERALD J. HEWLETT AND ROGER HEWLETT BY DEED DATED JUNE 8, 1978 AND RECORDED ON JUNE 8, 1978 IN BOOK 614 OF DEEDS AT PAGE 824. 3) UTILITY EASEMENT TO AMERICAN TELEPHONE AND TELEGRAPH COMPANY, DATED JANUARY 24, 1930 AND RECORDED FEBRUARY 7, 1930 IN BOOK 182 OF DEEDS AT PAGE 315. NOTES: 1) FOUNDATION LOCATION SURVEY AS PREPARED FOR AMERADA HESS CORPORATION. 2) ALL UNDERGROUND UTILITIES, IF ANY, NOT FIELD LOCATED. 3) CONCRETE MONUMENT AND MASONRY NAILS SET ON DECEMBER 29, 1997 4) THIS SITE LIES WITHIN A "ZONE C - AREAS OF MINIMAL FLOODING" AS SHOWN ON FLOOD INSURANCE RATE MAP (F.I.R.M.), TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK, EFFECTIVE DATE JUL Y 16, 1984, PANEL No. 29 OF 35, COMMUNITY - PANEL NUMBER 360879-0029 B. 5) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A UP-TO-DATE ABSTRACT OF TITLE AND IS MADE SUBJECT TO WHATEVER STATE OF FACTS SUCH A DOCUMENT WOULD REVEAL. METAL ROAD SIGN 7 GN ti J 9 `r o CONC. \ S PAD 9 < N1, \ T O - IK WOOD � \ J SIGN 3" DIA. V O METAL POST (9' HIGH) NYT 16-----_� — _ - - 4 77.17'METAL N 35 MPH 2' HIDE DITCH _ \ SPEED LIMIT - SIGN ROAD WHITE LINE A S P H A L T P A V E M E N T P.K.F. 0 P.K.F. - C.B. ASPHALT E.O.P. h N SOUD WHITE LINE T mw SOLD !/1®MVIAN (NH/IF AS"m 0 Ct 0 P.K.F. A A CENTS P.K_F. O ITE L/NE P.K.F. E.O.P. SOLD *HITE LINE SOLID WHITE LINE NM 92 NYT 17-1 C.I.R.F. G. V. P.K.S. \ _ ® Q OVERHEAD 7 Y LINES- -- WEE \ \ HELD ./ q SIGN S6 / '2 / P.' \i 12.00 if \7E LINE w \ H .H a K. q0 P.K.F. P.K.F. G y 7 E.O.P. P p FOUNDA flON-HESS QUAKER_RD. DWG THE NEW YOMRK BOARD OF FIRE UNDERWRITERS PAGE 44"1607 BUREAU OF ELECTRICITY �-+ !!��(]jyy 1 111J WASHINGTON AVE., SUITE 704, AL�]B�♦AN}Y, 1NY] 12210 �}} l7 JL.i.113c 1fJP �` J" t �^���t] YY �? .. 09148;. 0 L A 1_;0!7WY1j. hate ' Application No. on file r THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above applica on or is in the premises of 1II;`'i i {3Lu�lif .J; Y L )I?( t11'` , CJIIF<'lCi3ir`if3LLFZf'. in the following location; ❑ Easement ® Ist Fl. ❑ 2nd FL Section block Lot fJ<r�' �fF3h' :?:l , i `+.`:=t3 and mend to be in compliance with the National Electrical Code. was examined on J` F FIXTURE RECEPTACUc3 SWITCHESFIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCEI FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT- K.W. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS STEMS AMT. K.W. OIL H.P. GAS H.P. AMT. NO. A. W_ G. AMT. AMP, AMT. AMPS. TRANS. AMT. H.P. µO. OF FEET AMT. WATTS SERVICE DISCONNECT NO. OF S E R V I C E METER HO. OF CC CONo, A. 4 G. AMT. AMP. TYPE EQUIP, 1 0 2W 1 0 SW 3 0 3W 3 0 6W pER R OF OC. OOND. NO. OF HIAEG OF HI-LEG NO, OF NEUTRALS OF NEUTRAL OTHER APPARATUS: tAclirT.Ffire L '1"FOY* m1r, " 180 GENERAL MANAGER ; ' .3tr 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_ COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT 13E ALTERED IN ANY MANNER. THE NEW YORK BOARD OF FIRE UNDERWRITERS {3G37 BUREAU OF ELECTRICITY FJOO TTT WASHINGTON AVE-, SUITE 704, ALBANY, NY 12270 Date I7 ;G"F,llltER ,"_'� . 1 1 ; Application No. on file THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of HESS 0 PUAK�j`F' RP. t5 , DTX AVE. ,r__qLfE:EjVS Y, xlI in the following location; L1 Basement LXJ Ist Fl. u tad FL Section Block Lot was examined on LWCEP rMEP 21 r 1998 and found to he in compliance with the National Electrical Code, FIXTURE RECEPTACLES S FIXTURES RANGES COOKING WITCHES OECKs OVENS DlSFI WA5HERS EXHAUST FANS OUTLETS INCANDESCEN FLUORESCENT OTHER AMT. K,W. AMT. mj K,W. AMT. DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIALREC'PT.1 TIME CLACKS BELL UNIT HEATERS MULTI-C:rUTLET DIMMERS AMT. CW, OIL µ.P. GAS H.P. AMT. NO. A, W, G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P, SYSTEMS AMT WAITS NO. OF FEET 1 .�0 SERVICE DISCONNECT NO. OF S F R V I C E METER AMT. AMP. TYPE EaNO. OF CC COND. A. W. G. w. G A. W. GEQUIP. I A 2W 1 m SW 9 $ sw 3 Ir +IW PER a OF CC. COND, N6. OF HI-LEG OAF F M-LEG No, OF NEUTRALS OF NEUTRAL 07HER APPARATUS: jF[JE7L DISPENSER — T .E.rT1EPfF,RGENCY-P F THE Slle'f'1?E:, i-2G7N M0719 S SI A17FLFiCaf1F2L)S : 7 — ' ? C'.Lf� . �G3pC7, .;' —, e C'Ild . - 1 3 Cl-R. 1 4 +'k 22! , 1 __4 ' C"_TSC . ?te 0 Fyl F f: IfA TEh' :iFA i VK15: : :i — 5 K. 1f. {GENERAL 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. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. COMMERCLAL FINAL INSPECTION REPORT Building 8c Code Enforcement Date inspection request received: Office No. (518) 761-8256 Dept. of Community Development Town of Queensbury Atrriv AsaI t� 742 Bay Road Inspector's Initials Queensbury, NY 120M NAME V4 PERMIT � LOCATION V DATE 17 — 1�%,--�� TYPE OF STRUCTURE NIA YES NO CONIlTTS cbun teyrtw Vent1732recs vent location Plumbing Vent Roof Cornpkte Ea crior finish grade cotnpletc hzesior/exterior guardrails 42 in. platform/dccks Interior/exterior ballar>7.ers 4 in, spacing platform/docks Stair handrail 34 in. - 38 in. Step risers 7 3ra in. main doorr 44 in. AH others 36 in. liver handles Exds at grade or platform Canopy to cover req. exit doors Gras valve shut off exposed 8c regular (18 in,) above gra Floor bathroom watertight (Aber floors okay Hot water relief valve Bailer/fumace end v N/osure <250,000 BTR _ 250M0 BTU to 1,00 9000 BTU's (1 hour) >1,000,000 BTU's (2 our) _ Gras furnace shirt off w` 30 fl. or within line of site Oil furnace shut off at cc to furnace area Stockroom enclosure (1 hour), 3/4 hour door Storaget/receiving/shipping room (2 hour), 1 1/2 doors_ � 4ZE 1 ,.x !tour doors and closers 4 hour corridor doors and closers Firewalls/fire separation, 2 hour, 3 hour complete Fire dampers, 2 hour fire wall/separation or greater . Fire door/shtwwrs 1 1/2 hour, 3 hour Ceiling fire stopping 3,000/5,000 sq. fl. __._ Fan shutdown, smoke vents or fan Exit dooripanic bars assembly hardware Elevators Elevator signage . Handicapped bats morn grab hars/sinksltoilets Handicapped bath/parking lot signagc Handicapped service counters 34 in.. checkout 36 in, — Handicapped rare plhanckails continuous/ 12 in. beyond .active listening system and signage assembly space final Electrical Site Plan/Variance required _ .-. -- Final Survey, new structures _ .As-built septic system layout required _ � 0kav to issue temp- C/O (Certif. of Occupancy) _ ()itav to issue permanent CIO (Cent& of ClocarpancY) Okav to issue C/C: (Certif of Comphancc) FIRE MARSHAL T©VIM OF QUEENSBURY C2UEENSBURY, NY 12804 (518) 761-8205 FIRE MARSHAL INSPECTION REPORT REQUEST RECEIVED �. _ PERMIT # ��� NAME _ _,� + ---- LOCATLON - SCHEDULE INSPECTION ON �4t A P TIME APPROVED NIA YE NO EXITS AISLE WIDTHS �.----- ---- - -- - EXIT SIGNS _ - ------ - _- - -I-- - - EMERGENCY LIGHTING FIRE EXTINGUISHERS --- FIRE ALARM SYST --- fi-"- - FIRE SPRINKLER SYS M FIRE SUPPRESSION SYS - - - -- -- �- - - HOOD INSTALLATION INTERIOR FINISHES STORAGE: --- - - - - - - -- CLEARAN E TO SPRINKLERS __- - -- - - -- - - -- CLEARA E TO HEATING UNITS - t REQUIRED SIGNAGE CHIMNEY --- WOOD STOVE _ - -- - ---- - - FIREPLACE - MASONRY -- -- --- - --i - - FIREPLACE - FACTORY BUILT - - KS: . -- - ---- -- K TO THIS DATE REMAR AINSP IHSPSLlP.P118 F47btat Fire Protection" SANDERS Fire Suppression Inspection & Testing Report FIRE AND SAFETY MAIN OFFICE: 5 Central Avenue, Albany, New York 12205 + (518) 438-8811 FAX (518) 438-8077 BRANCH .OFFICE: P.O. Box 88, Nedrow, New York 13120 + PhonelFAX (315) 469-0058 Faoflity: f bate. ' F f Address: 2036 City/State: ✓1 Zi p: Contact: r �a/mo w �c, Phone: ( ) P4_ # ❑ Quarterly © Semi-Annual Annual +" I Final ❑ Other Suppression System �- Detection System ManufaciurerType , 7 y_.r�e' ,� ManufacturerType Agent ZVOK Comment VOK Comment Hazard Area - Control PanelFlexible HosesYr. -- Trouble Signal L- " Gauge Pressure Cyl. External Wiring Piping Integrity Zones of Detection --- / -- Mounting Brackets Aw Type of Detector Nozzles y{ .�"' Sensitivity r Actuation �" �: ! _, -- 1st Zone Signal Manual Release ,s.;. ". i` 2nd Zone Signal f Dampers ; Discharge Signal Door Closers Time Delay A/C Shutdown ,� /£ C" rr _.1r.r_e ► Abort 7 t` Computer Shutdown Graphic Displays ^? Room Integrity Test �?� /� Battery Backup Metered Discharge Test Security/MunicipalTie-In r, Water Mist/Sprinkler yt,"i er) Central Station Tie-in Inspect Extinguishers _-_—__--- System Cylinder(s)f T � Portables 1 2 3 4 5 B 7 8 Serial # Hydro Date Agent Weight Pressure Gauge LL Readings Actual Weight ------------------------------- System left in operating condi on Defioiency noted ❑ ❑ neck if continued on next page "' ` rTYL / ,r r f f 4C Technician's f `y �" r�+ Signature f - Representativeeeoe '' �! `'ix -------- kus .,FOAM FS1196 White: Service Folder Yellow: Invoice Pinker 11 Arrival On-site Departure DeficiencyiRecommendations Attached ❑ Oty. Materials Used price Extendit eed Fnclude Travel Hours Rate Amount Mllea VMIIe Amount I r tA COMMERCIAL FINAL INSPECTION REPORT Building & Code Enforcement Date inspection request received: Office No. (518) 761-8256 Dept. of Community Development Town of Queensbury Arrive� Depart 742 Bay Road Inspector's Ini ' Queensbury, NY 12804 NAMEPERMIT l LOCATtorl DATE i TYPE OF STRUCTURE NIA YES NO COMMENTS Chamseyl"B" Vent/Ehrect Vent location Plurmbing Vent Roof Cornplele Etlterrior finish grade complete hueriorlexierior guardrails 42 in. pl ortn/ htuarior/exterior ballasters 4 in. spa g platf Iio- Sbta�ir handrail 34 in. - 38 in. Step risen 7 3F 4 in. � Main dour 44 in.All others 36 in. Lever handles Exas at grade or platf {� c� �� )) Canopy to cover reel, exrt d«xs r �� V, ► +� n��G 7 ' i�" !" n t,_J T7� Gas valve shut-off exposed & regal or (18 in.) above Bra .2 ? Floor bathroom watertigM _ other floors okay _ Hot water relief valve Boiler/furnace encloat e�__. {250,000 BTU N/R 250,000 BTU to I,00%000 B is (l hour) }1,000,000 BTU's (2 how) Gas furnace shut offwitthin 301tline Of site . Oil furnace shut off at entrance 10 furnace are a Stockroom enclosure (1 hour), 3/4 hour door. Storage./receivingfshipping room (2 hour), 1 % doors l ` z 'hour doors and closers ' . hour corridor doors and closets Firewalts/fire separation, 2 how, 3 hour oornplete F ire dampen, 2 hour lire wall/separation cr grea er Fire door/shtniers 1 '/s hour, 3 hour Ceiling fire stepping 3,000/5,000 sq. ft. Fan shutdown, smoke vents or fan Exit dooripanic bars assembly hardware Eievators Elevator S—ignage� Handicapped bathroom ,grab harslsinkshoileLs Handicapped bathJparking lot signage Handicapped service counters 34 in., checkout 36 in. C LehF�t rl }TC • k k A 1 . n landicapped ramp/handrails continuous/ 12 in. beyond Active listening system and signage assembly space Final Electrical_ Site Plan/Variance required.. Final Survey, new structures --- t �C7 G t r,'� Cs �l !. 1L , tr7A_t`eL"JC-, .A.s-baih septic system layout required C]kayto issue terirp. C/O (Certif: ofOccupancy) t. "y to issue pe ntanent C!O (Certif. of(.fancy) Okav to issue C/C (Certif of Cornpliance)_ COMMERCIAL FINAL INSPECTION REPORT Building & Code Enforcement Date inspection request received-, Office No. (518) 76141256 Dept. of Community Development Town of Queeosbury Arrive �W atn/pm Depart - '�I� 7-f2 Bay Road Inspector's Initial� — Queensbury, NY 12804 . NAME a r PERl1/I r # S LOCATION_ ' : - e _ 9&Z DATE { f , TYPE OF STRUCTURE NIA YES NO CONWENTS Chwiney/'Ti" Vent/Direct Vent. location / Pkanhing /•+- Roof Complete Exterior finish grade complete - ia micriexterior guardrails 42 in. pls tformldecks r l� interior/coierior ballaste s 4 in. spacing platform/docks. 5tai3r handrail 34 in. - 38 ii1. Step risers 7 34 Mr Main door 44 in. /JJyy` F t c AD others 36 in. L /..aver handles �. Exits at grade or platform Canopy to cover req. exit doors Gas valve shut-off exposer/ & regulator (18 ip s , Floor bathroom watesti& / Other floors okay ,Hot water relief valve Hailer/fumaae earcloaure <2509000 8'1't f 1'3/lt 250,000 BTU to 1,00%000 BTU's (1 hour) >1,000,000 BTU's (2 hour) Gas furnace shut ofPwithin 30 fk or within litre of site oil furnace shut off at entrance to furnace area Stockroom enclosure (1 hour}, -Y4 hour door Storagevreceivinglahipping room (2 hour), 1 'A doors 1 ' r hour doors and closers ' . hour corridor door's and closers Fuvwalls/fwe separation, 2 hour, 3 hour coriiplexe Fire dam. 2 hour fire wall/separation or greeter. Fue door/shunters 1 3/2 hour, 3 hour Ceiling fire stopping 3,000/5,000 sq. Fan shutdown, smoke vents or fan Exit door/panic bars amembly hardware— Eievators. Elevator sigpagc Handicapped bathroom grab barslcinkshmiets Handicapped bath/parking Jot signage Handicapped service counters 34 in-, checkout 36 in. Handicapped ramp/handrails continuous/ 12 err_ beyond Active iistening system and sigxage assernbly space Finial Electrical Site PlanlVariance required.__ Final Survey, new structures .3s-bunt septic system layout. required. Okav to issue temp. C/O (Certif: of Occupancy) (:*av to issue permanent C/O (Corti£. of Occupancy) oicav to issue C/C (Cer".. of Compliance) GENERAL INSPECTIQN NAEPRT Town of Qweensbary Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Say Road Queensbury, ,NY 12804 Arrive $clisirt �i�1-- C�`�t ar+s �- NAME: '� PERMIT # LOCATION:� DATE TYPE OF STRUCI'[JRE: RECHECK NIA YES NO +CC]IV VM74TS PaotingsJPiers I Monolithic Pour Farm ReWorcement 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 Erkbing Pl Under Slab Plumbing Vent./Vents ` Place Rough PI Heating Rough-In Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- r Walls R- 1"�1 IF�`�i '►�l. fi-T7C_ i� - Ceiling R- �1 � Duct work or piping in unheated spaces R- `V�'P�VBi7t, Attic Vent 11 Jack StudklHeaders Bracing/Bridgin Joist Hangers Jack PostslM,ain Beam Air Infiltration Barrier Fire Separation 1. 2, 3, hour. Penetration Sealed Fire Wall 2. 3, 4 hour Firestoppin Town of Queensbury Dept_ of Community Development Date inspection request received: Building & Code Enforcement 742 Bap Road "~ Queensbury, NY 12804 Arrive " air z art Inspector's NAME: k ��. PEIZMI'T # LO CATIQ34: DATE TYPE OF S�U --- RECHECK N/A YES NO CONQdENTS Footings/Piers Monolithic Pour Fo Reinforcement in P The contractor is responsible for providing pro n from freezing for 48 hours folly the placement of the concrete_ Materials for this purpose on FoundatioE pour Reinforce P Fomndatio 00 BackFi.11 Al Plumbing Slab Plurabing Vent/Vents in Place 'C�sR' A tw3' Plumbing, Heating Roughdn xci . 1 � 'Y Insulation �� �► � Foundation Walls Interior R- l.-` ,e, �• Foundation Walls Exterior R- C�ti�c' �'� .�3A.� � �, t t���r, � ►j� Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic `v''ent Frarniu Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier. Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestoppmg. GENERAL IN,SPECTI N REPORT Town of Queensbury l �c Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 say Road --~ Queensbury, NY 12W4 Arrive t,�* * Dept r Inspector's __.... NAME: PERMIT # S Cl LI L0CATTQN: DA'IL' : -~ TYPE OF STRUCTURE: QZ RECHECK NIA. YES NO CONMIENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours foil g the placement of the concrete. Materials for this on Foundadon/Wailpaur Reinforcement in P _ Foundatio pproofmiz - Sacidill l -•- Pl g Linder Slab Plumbing Vent/Vents in Place Rough Plumbing, H g Rough-In G�'7.n" sulatton Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- y Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Frami Jack Studs/Headers BracingMridgin Joist Hangers Jack Posts(Main Beam Air Infiltration Harrier Fire Separation 1, 2, 3. hour. Penetration Sealed Fire Wall 2. 3, 4 hour Firestoppin GENERAL IN PE N REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Cade Enforcement 742 Bay 1ttoad Queensbury, NY 128" Arrive amApm Depart am/pm Inspector's Initials��J�j . NAME: PERh+QT # LOCATION: DATE TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form R.�infr+mpment in Place The contractor is resqth for providing pro on ing for 48 hours fo wi ment of the concrete. Materials for this o site Foundatian/Wallpour. Reinforcement in Place Foundation/Dampproofin BackSll Approval Plumbing Under Slab Plumbing VentlVents in P Rough Flumbin Heating Rough-In atian Foundation Walls Interior R- Faundation Walls Exterior R- Floors R- Walls , • - U"� Ceiling R- Duct work or piping in unheated spaces R- Proper 'dent, Attic Vent Framin Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppmg. GEIYERAE IN.SPEGTI©14' REPORT ., Town of Queensbury Dept, of Community Development Date inspection request received: Building & Code Enforcement 742 say Road Queensbury, NY 12844 Arrive Zd. arn/pm Depart am/pm Inspector's Initials NAME: �� _ PERMIT # � 3� LOCK DATE TYPE OF STRucrupv- Ryon fr. �a CK N/A YES NO CONMENTS Foo ers Monolithic Pour Form // Reinforcement in Place s �,, ,�� /r.� 6e o� Al, r1Z The contractor is responsible for providing Protection from firing �// �C�~ ,ec hrw o� for 48 hours following the place f of the concrete. �� Materials for this purpose on Soy, � x � `P•- Foundation/Wall' Reinforcement in Place Foundat ion/Dampp Backl"ill Approv'rl Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rou -In Foon undation Walls r Foundation Walls E r R- Floors R- Wails R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framin Jack Studs/"Headers Br=mg/Bridgm Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestopping GENERAL INSPECTION RJPl3RT i Town of Queensbury Dept. of Community Development Date inspection rexluest reecceive& Building & Code Enforcement 742 Bay Paid Queensbury, NY 12544 Arrive Depart ' Ins is ]Initials �j�- NAME: `LOCATION: TYPE OF STRUCTURE: C' RECHECK NIA NL1 COMMENTS Footings/Piers Monolithic Pour Form ifo� xc�eemeent 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 Foundati nfWailpous Reinforcement in Place Foundation/Dampproofin& Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place \ ti Rough Plumbing, Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls A " O"*w j! R- Ceiling R- Duct work or piping in unheated spaces R- PropCr Went, Attie V nt min + �� Jack S Bracing/Bridgin Joist Hangers �► —�A1. ] li Pp Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour. Penetration Sealed Fire Wall 2. 3, 4 hour Firestoppm GENERAL INSPECTIpN REPrf7RT 'Pam* Town of Queensbury DcpL of Community Development Date inspection request received: Building At Code Enforcement 742 Bay Road Queeosbury, NY 12804 A►rriwe a Depart " I»spie�eto NAME: �^ HF-4y f� �'� PERMIT # /— LOCATION: c^,3A ti3F t�r1F (7%j3a Q1 )(._ DATE : TYPE OF STRUCTCTRIv: RECHECK NIA YES NO CON04EWS YootingslPiers I Monolithic Pour Form V ometuent in Place The contractor is responsible for providing protecti%froxInng for 48 hours follomentof the concrete. Materials for this puFoundationlWallpouReinforcement in Pl F'oundationlDampproo ing Bacldiil Approval Plumbing Under Slab Plumbing VentlVents in ace Rough Plumbin Peafimg Rough-In Ansulation L ` ` Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framin Jack Studs/Headers Bracing/Brit+dgin Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1 , 2, 3, hour Penetration Sealed Fire Wall 2. 37 4 hour Firestopping GENERAL JNSPECTJ N REPORT Town of Queensbury Dept. of Community Development Date inspection received* Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive Depart Ins es Initials NAME: tAr- � �' # ZJ LOCATION: 01 )C n\3 kI A � ' TYPE OF STRUCTURE: RECHECK NIA YES NO COM.Mk:NTS FootingsfPiers Monolithic Pour Form 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/Wallponu Reinforcement in Place Foundation/DampPrOOfing. Backfill Approval Plumbing Under Slab Plumbing vent/Vents in Place Rough Plumbing, Heating Rough-ln insulation Foundation. Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- proeer Vent, is Vent , t Jack StudslHeaders Bracing/Bridging. Joist Hangers Jack Posts/Main Bea Air Infiltration Barrier, — Fire Separation 1, 2, 3, hour Penetration Sealed — Fire 'Wall 2, 3, 4 hour Firestoppin THE NEW YORK BOARD OF FIRE UNDERWRITERS 001 ,60 BUREAU OF ELECTRICITY F 111 WASHINGTON AVE., SUITE 704, ALBANY, NY 12210 .['rate NOVEMBE'R .I3 , .1 998 Application No. on file THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of HESS, QUAKER RD . & DIX AVE. , OUEENSBURY, MY {} in the following location; El Basement ❑ let Ff. El DU?'2nd Fl, Section Stock Got was examined an SEPTEM9RIP 14 , 19-98 and found to be in compliance with thNational Eleerrical Cade. FIXTURE IFIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS RECEPTACLES SWITCHES [INEANoescENJ FwowscENT I OTHER I AMT,, N.W. AMT. N.W. AMT. K.W. AMT. K.W. AMT. H.P_ DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT, TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS SYSTEMS AMT. N.W. OIL H.P. GAS H.P. AMT. NO. A. W. G. AMT, AMP. AMT_ AMPS, TRANS. AMT. H.P. NO. OF FEET AMT_ WATTS SERVICE DISCONNECT NO. OF S E R V I C E METER NO. OF cc CONG. A. W. G. A. w. G. q. W- G. AMT. AMP. TYPE EQUIP. 1 0 2W 1 0 3W a 0 3W 3 0 4W PER • OF GG. GOHLi_ NM OF HI-LEG 4F HI-LEG NO. OF NEHTRALS OF NEUTRAL 100 `L.`B 1 x 2 7 ij OTHER APPARATUS: 7'"fFORARY P0h R SERVICE ONLY--1 Mf10HNICK ELECTRIC _INC. I .7C'. *2.53 � L 3015 SEVENF''N AVR rTROYx NY, 12180 GENERAL MANAGER _ 9 Per This certificate must not be altered in any manner, return to the office of the Board It incorrect. Inspectors may be Identilled by their credentlals. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. o m 761-8256 TQWN OF QUEENSBURY BUILpING 0 CODE EltFORCF.MEN'C 742 SAY Rp . , QUEEN$BURY NY I2804 + SPAR" IN INSPECTOR' S REPORT : A� REQUEST FOR IN RECEiVEd . NAME LQCATION C� r.DATE I � -- PERMIT # _�—��--� TYPE OF STRUCTUREI c' APPROV p RECIIECK ._..�---------"-"� N�!31— Y S t3O r �d0 tN SJPIER Q QRM NF E I PLA E _.------ -__, THE CONTRACTOR IS SP BIBLE FOR F O,1y, FAEEEIN PROVIGINO PROTE TI THE PLACE FOR 48 HOURS CO HALO 14EN OF r CRZTZ MAT I S dR HI 0 irtoAT WA PGIU R .IN UR M !iT IN P CE . ._�•--- F6UNLl Tid O P ROQFIl7G - r VENTS I' LA ROU�I,llMB ING-* PLUMBING NOER LAS --- RAM NG rare STUp5JISEAII'ER S _---- BR— A"S`__ .._ S H NGEAS ,3 C PQS S MA N AM AIR il3FILT TION BARRIER E T NG G - N NS L Y N ' F U AT O WA LS ^x ER.IQR R- A m?p_ _fI WALI+S — QRS W L S R- L NG pUCT WORK QR PIPING IN R- UN EA p SPACES GENERAL INSPEGTIUN REPORT Town of QQueensbury DepiL of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arriw�a�rs Depart Inspector's Initials NAME: PERMIT LOCA7 ON: DATE TYPE OF STRUCTURE: RECHECK NIA YES NO CON90ENTS Footings/Fiers Monolithic Pour Form Reinforcement in Place The contractoVL� the a for providing profreezing for 48 hours f t of the concret Materials for thiiteFoundation/WalReinforcement i Foundation/Dampprooftrig. Backfill Approval ng Under Slab VAOe Plumbing Veni/Vents in Place Rough Plumbin Heating Rough-in Insulation Foundation Walls Interior - Foundation Walls Exterior R- Floors R- Wails R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic 'Vent Framing Jack StudslHeaders Bracing/Bridging Joist Hangens Jack Posts,/Main Beam Air Infiltration Barrier Fire Separation 1 , 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour. Firestopping GENERAL IN9FWC77O1 V' REPORT Town of Queensbury Dept of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road ,.d t �--Queensbury, NY12804 Arrive amupm Departi� - � r�ff Inspector's iniitials NAME: Ham$ PERMIT tI LOCATION- DATE : TYPE OF STRUCTURE: RECHECK NIA YES NO C+C MOMENTS Footings/Piers l Monolithic Pour Form Reinforcement in Place The con or is responsible for providing tection ing far 48 hours ollowi the p ment of the cart Materials for this ite Foundation(W W Reinforeeme in Place Foundation/Dampproofin Backtiil Approval Plumbing Under Slab Plumbing Vent/Vents in Place 4gh Plumbing ting Rou In 'on oundation Walls Interior R- 16 Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping; in unheated spaces R. Proper Vent, Attic Vent Framin Jack Studs/Headers Bracing/Bridging. Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1 , 2, 3, hour Penetration Sealed Fire Wall 2. 31 4 hour. Firestopping GENERAL INSFECT'IG►N REPORT Town of Queensbury Dept. of Community Development Date inspection request received: to ic Building & Code Enforcement 742 Say Road r Queensbury, NY 1E2804 Arrive am/pm Depart am/prn Inspector's Ynit3als + '"r NAME: PERMIT 0 LOCATION: D TYPE OF STRUCTURE: RECHECK N/A YES NO CONDAENTS Footings/Piers I Monolithic Pour F Reinforcement in P The contractor is 'ble for providing protection rn freezing for 48 hours following t of the concrete. Materials for this purpose on Foundation/WallPour Reinforcement in Place oundationirDampproo Backfll Approval Plumbing Under Slab Pluipbing Vent/Vents in Place gh Plumbin eatin Rough4nf�' / oundation Walls Interior � ' f /�EvE f[IS. CG Foundation Walls Exterior R- Floors R- t/,T ' j�r7 c7� /,q( Gl Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Ventt'� Framing Jack Studs/Headers Bracing/Bridging. Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestoppin S; GENERAL L SFE I N RE R Town of Queensbury f Rafe inspection request receive Dept. of Community Development d: Building & Cade Enforcement 742 Bay Road / A Queensbury, NY 12804 Arrive am/pm Par! �' ', �} inspector's Initials NAME: A'i"'� 0: PoERMIT # LOCATION: , DATE : TYPE OF STRUCTURE: RECHECK ` � NIA YE NO COMMENTS ` aotings/Piers i Monolithic Pour Form r. Reinforcement in Place �5` (0 1$ G U�'�' 3�- a � The contractor is responsib a for providing protection from freezing for 48 ho rs following the Placement of the ao Materials for s purpose on site Foundation/Wal Reinforcement in Foundation/DanIV Backfill. Approval Plumbing Under S Plumbing Venn is in Place Rough PI 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- Proper Vert, Attic ''Dent Framing Jack Studs/Headers Bracing/Bridging joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin ) AinGENERAL L,1VSPEC770N REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 ArrivdA Depart Inspector's mite NAME: PERMIT # ctT LOCATION: T -y TYPE OF STRUCTURE: V� RECHECK NIA YESA0 COMMENTS ootings/Piers Monolithic Pour Form Reinforcement in Place % �rAc:� p kLije i7 The contractor is responsible for -� 10P providing protection from firming � *-��,� y�� ��'-`�, C� 1� M E H d for 48 hours following the placement of the con Materials for this on to FoundationlWallp0 Reinforcement in Place FoundatiotWampproofin Backfill Approval Plumbing Under Slab Plumbing Vent/Ven in Place Rough Plumbin Heating Rough- Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors. R- Walls R- Ceihng,-- R.- Duct work or piping in unheated spaces R.- Proper Vent, Attic Vent Framin Jack Studs/Headcrs Bracing/8ridgin Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 25 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL RVSP.EC17ON REPORT Tawas of Queensberry Dept, of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Que+ensbury, NY 12804 Arrive am/pm DepartG. pm Inspector's Initials ! NAME: \ Sk PERMIT # LOCATION: DATE TYPE OF STRUCTURE: RECHECK NIA NO COMMENTS Footin ers Monolitlu ur Form Reinfom o nent 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 Back ill Approval Plumbing Under Slab Plumbing. Vent/Vents in Place Rough Plumbin Heating Rough4n Insulation Foundation Walls interior R- _ Foundation Walls Exterio R- Floors Walls - Cei"g R- Duct work or piping iii unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bndgin Joist Hangers Jack PostslMain Beam Air Infiltration Barrier Fire Separation I, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin. GENERAL IN PE I N REP T Town of Queensbury Dept. of Community Development Date inspection request rcceived: Building & Code Enforcement 742 Bay Road r Qhueensbury, NY 12804 Arrive am/pm Depart pm inspector's Initialaa �_� `� �{- PERMIT # NAME: _ LOCATION: DATE : TYPFI OF STRUCTURE: CK N~` NIA NO CDN DENTS � I Monoii ur Form Reinforcement in Place Erg r is respZnmng �n fr hours fo ng of the concrete. Materials for this Foundation/WallpourReinforcement in Place Foundation/DampProofi Backfill Approval Plumbing Under Sla Plumbing Vent/V is in Place Rough Plumbing, Healing 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- Proper Vent, Attic Vent Framin Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour, Firestoppin GENERAL &SpSC'T7I N REPOR3 Town of Queensbury Dept, of Community Development Date inspection request received: Building & Code Enforcemeut 742 Bay Road !� Queensbury, NY 12804 Arrive arn/pm Depart �- InspeCtoes xnitia - S NAME_ DATE : # LOCAT100 DATE : TYPE OF STRUCTURE: RECHECK N/A YES 0 COMMENTS I _ ooti Monole cur Fortin X � Reirtfarrement in Place The contractor is responsible for ,''} e providing protections from freezing �- 1 for 48 hours following the placement of the concrete. Materials for this n site {{ Foundation/Wall 1� ` Reinforcem Place Foundati ampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Wails Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framin Jack Studs/Headers BracinglBridgin Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2. 31 4 hour Firestoppin == MACHNiCK BUILDERS, LTD, One West Street Green Island, New York 12183 (518) 272-8220 Fax: (518) 2 72-82 84 September 03, 1998 Mr. Dave Hattin TOWN OF QUEENSBURY Building Department 742 Bay Road Queensbury, NY 12804 E S STATION #32391 KER ROAD & DIX AVENUE ENSBURY, NY JECT NO. 6694 Dear Sir: As requested, below please find a list of phone numbers in case of an emergency with the sanitary sewer connection: 1 . JOSEPH R. WUNDERLICH, INC. Sparrowbush Road f P.O. Box 245 Latham, NY 12110 Phone: 518-785-+6084 (Joe) 2. MACHNICK BUILDERS, LTD, 1 'West Street Green Island, NY 12183 Phone: 518-272-8220 (Sandra Gook) or: 518-371-6124 If you have any questions, feel free to call. Very truly yours, MAC ICK BUILDERS, LTD. ndra A. Cook Project Manager SACImel cc: File GENERAL CONTRACTORS CONSTRUCTION MANAGEMENT DEVELOPERS SEP-03-1998 10: 31 MFC NICK W I LDERS LTD #1 518 272 8284 ' P . 01 f P;QMACHNICK BUILDERS, LTD. One West Street - Green Island, New York 42183 - (518) 272-8220 - Fax: SS 1 B) 2 72-62 84 SeplOniber 03, 19M TOM OF BURY BuldiuM Mpmrhymg 742 Bay Road Omerwhiry, NY 12804 E yS�TA�71OON .9N A3l1VM O1 ,6V NV FHOJ 'CT IIIO Door Sir: In reference to Me above project, we have orK*md Wdomia m on fm sire suppression system and IaYW far this SyStefn for your review. Please son below and fm a copy of 2U letter back to our office a upon appmoval. Our sdheduled atl4rt d2Ae is 00114198. Thank you for your coolwalion. Very truly YOLK',. �, LTD. f �- S�andre A. Cook P oject A. er Acoapied By r' r Elan. rf� " SAG/90 cc: fie GF.mfxAL CC"4UMGTOR5 + CC>N5T1kUC"rWON !MANAGEMENT nrv*LCWERS 1 r I If 4 1�1 I l!S ;•a # b ' lit A* Not .._ 1 la . 1 AW 1 t 5EP-03-19% 10 c 32 WfCFN r CK HU[LUERS LTD ##1 518 2?2 e2B4 4 P . 03 Section III Single System A.. Six nozzle SYStem (0"0 in+t 0r) Arrangements *AagWwm mrfewage to 1. kns x 26 fL wk . W"Mum m" s boo fgrg rw n4imaaw4 W dd VwMb i M - #yaazl@ dalsoWi ed 10 �5 s da OW p~ " � ttr Ou wat e f�uArn r lest K+ d trams 9ho 9wund i r vpmnn*v. and may be a*Xpped with rile fip#WW" 9MMAW auxOLe ovum #e six qvSvM � �7A�pRs p'`ysin{� � �#1?pMIML Af '^ r� I y ka{ .w t a E Vlg. a TAOLZ 7 (AMM !tea +) M1 }moo b •� One "I'A k GY'L941HR TO T+ FAA]rLW MfMI IJ� A*" pipe MwWw VV MOW* .• '• 5 11 *MA .4\ '6t1" Fief pe MIA F117joism � � �����` 3P-48P .trrER woo Pip* 2 pOT£ OWS SPvMw to Ha�` .R -rn eE V'ip X N fA..140M . ._ 2r�$.. 7 All O�'ZtSF *ibor Pipe 10- Ejpaws Llamirppm pspme AAd MOWS Note: aA" to Wo Ftuduaing MbOws alr*- used at MO r%n"Ges 1�# SAFETY uL ZX tr++ A� AAA<e t. !9ili 2 i�tl 'd '�iiC11 42) Wd 9M AN WOW "Ono w+ Alum Jill 11 OWN COYP Aar Sip r; Ole c� i PO 'd a EOG ZlZ BTS In (u-i s63allna >OINHD"4 M ET5 KY-ZU C K 'E R MAN architecture and planning Via Fax #518-745-4437 July 7, 1998 Mr. David Hatin Building Inspector, Town of Queensbury 742 Bay Road Queensbury, NY 12804 Subject:-. Hess Marketing Facility Station # 32012 Quaker Street Queensbury, NY Dear Mr. Hatin: As discussed today, we will advise the contractor for this project that only cast iron or copper will be permitted for DWV piping in accordance with New York requirements. Ve Z z D V zUC M 9 A. , P. P. D cc: P. Elliott T_ O'Connor G. Phillips B. Walker 60 pompton avenue • verona, nj 07044 • phone (973) 857-1010 - fax (973) 857-4312 • e-mail metsky-zuckerman0 world net.att.net . M ETSKY-ZU C KERMAN architecture and planning July 6, 1998 Mr, David Hatin Building Inspector, Town of Queensbury 742 Bay Road Queensbury, NY 12804 FILE P Y Re: Hess Marketing Facility Station # 32012 Queensbury, NY Dear Mr. Hatin: Thank you for your assistance this morning in going over your plan review comments. The following will summarize our discussion: 1 . The space above the barrel vaulted gypsum board ceiling is open to the space above the adjacent suspended ceiling areas and, therefore, will not be firestopped. 2. Our "Project Manual", Section 15336 (a copy of which is enclosed) specifies a Rem All dry chemical extinguishment system be installed in the canopy over the fuel islands in the locations within New York. We intend to use a Watchman PGS-70 System. The mounting height of the nozzles above the roadway will conform to the manufacturer's installation manual. Installation drawings (shop drawings) will be prepared by the system installer and furnished to you for your review prior to installation of the system. 3. Our "Project Manual", Section 15400 (a copy of which is enclosed) requires the use of cast iron piping in New York. 4_ All "exit" signs are internally illuminated and are powered by self-contained battery back-up units. The individual catalog numbers contain information for this specification. 5. in order to comply with the State of New York's Uniform Fire Prevention and Building Code, Section 1101 .4 (e) and the reference standard: CABO/ANS1 117. 1 -1992, we will modify our transaction areas as follows: a. A 3'-0" wide section of the main cashier's counter will be lowered to 34" height above the floor. b. The Blimpie's co-brand counter will be lowered to 34" height above the floor. 60 pompton avenue • verona, nj 07044 - phone (973) 857-1010 • fax (973) 857-4312 • e-mail metsky-zuckerman (�Dworldnet.att.net . METSKY-ZUGKERMAN architecture and planning Mr. D. Hatin July 6, 1998 Page Two 6. The drawings indicate that the building foundations shall extend 6 inches below the frost line. We understand that the frost line depth in Queensbury is 4'-0" and will advise the contractor to extend his footings to the proper depth. 7. We understand the requirement for perimeter insulation in Queensbury to be R= 10 and will inst tractor to increase the insulation from R=5.5 as shown on the drawings to R= 10. �Z r VI A. I .A. , P. P. c nor G. Phillips B. Walker 60 pompton avenue • verona, nj 07044 • phone (973) 857-1010 fax (973) 857-4312 • e-mail metsky-zuckerman0?worldnet.alt.net .n 0un - 2S - 98 I5 : 48 MG�-tskY - ZUcke;� rrnar-r , P . R » 973 857 43a2 M ETSKY- ZU CKERMAN AL architecture and planning Via Facsimile (518) 745-4437 1 June 25, 1998 Mr. Kip Grant, Fire Marshall Town of Queensbury, NY Re: Hess Marketing Facility Station # 32012 Queensbury, NY Ifi Dear Mr. Grant: In accordance with Section 774. 10 of the State of New York Code, an automatic fire extinguishrn system is to be provided over the fuel islands at this location . We are specifying a Pem All PGv system. The system will be installed to comply with the manufacturers installation instrtictiors v^ , ' regard to the mounting height of the nozzles above the roadway and the length of pipe behveer' nozzles and dry chemical cylinders. t=nclosed is a copy of a letter from Nancy P, MrNabb. A- LA- dated January 30, 19970 whlcl indicates that this system is acceptable . If you have any questions please do not hesitate to czll:l ery truly yours i DAVID ZUCKERMAN, A. I .A. . P. P. DZftlb Enclosure cc: P. Elliott wlenclosure T. O'Connor wlenclosure G. Phillips wfenclosure B_ Walker wfenclosure i i Y { { £C pompton avenue • verona, ny 070344 • pf{orle ( 973) 357. 1010 * fax rg131 857 -4312 • F mnil metskV-zuckereii .ir , : . _ Jun - 25 - 98 15 : 40 Mwttsky - Zuckeer-man , P . A . 973 8: 7 431Z .r 1997 11 : 2 9E18-=76-8r37 l P hi S"STEF13 IrJ r aG r r OI-I 7 PIETA CyrW etr_rrt5 . : nC . �reDelE 140. 71 ' - ':? fl L _ � OF NE VY YORK DEPA * TMEN -r OF STATE AIOANV NY � .? Z31 o0a1 h4Cr � w pr. � TR[ ApW9 Lt v [COwTzpr 4F SIATL January 30, 1997 Patrick J . Reilly, President REM Fire Systems, Inc PO Sax 958 748 Erie Blvd . VVISSt Rome, New York 1 344 2-0965 Re 19-032 9 NYDRR 774 .10 Got SStabon Ffre 'Suppression SYstern Dear Mr. Reilly- 1 have given careful CO"WdOlittion to your request concerning gas station a+.iPpreas orl systemms . You ask whether your model PGS70 +rL acccptabta if it clues not meet current UL listing requirementS. Section 774. 10 req+ uoet thilit the dispensing areas of gasoline sorvicc stations be provided with the in03141ron Of an automatic fire-axtinguivh;ng system+ uainU an extinguishing agent suitable for pvtrolcum fire& and installed in aacardance wit"' Seaeteon 1060 7 of the codp. That section requites dry chemical eysterne to conforrin to the ("quiremeents of Par+ Fi10 Section 610- 1 states that "Complibnote with oppliCAble provisions 4f goner-aFly accepted stan4:W6t . .shall canctitute corrlplieinte with the :.ode The applicable ref6Tencc standard . RS-58.4 is NFPA 17--ory Cherlical Exti3ngui5h1119 systems--logo edition Section 2-4 . 1 (b) of that standard requires this installation of pre - engineered systems to can{arm to the standard and meet t" approval of the authGr,'.y having JurlsdiCtion- Section 2-`4 . 1 (c) requires that only iistod equipment from ea sin e gl manuifsareturer maybe used . The term 11116t0d is defined as "04U'Prnent or nnatnrrals InGlutleCd in a list by an prqoilni=aitian acceptable to thw aut"rity having jurisdiction and concerned with product ovoluation . that m3intsinr, Pe"odre ieliPect'C) c,f listed equipment or materials and whose listing states eeithor that the equipment or fmsterieil meet$ appropriate standards or has been tested and found suitabtc for use ,n $ Specified manner. " Jun - 25 - 98 15 : 48 Pletsky - Zuckerman , P . A . 973 657 aaI2 i CS- 1457 11 - 8074 Lr�i "5 ! tr^5 .r + w,a, r a s Mr. Reilly: • 2 - Jarr 30f ';_ . , 7 r. Chapter 8 of NFPA 17 •- 1990 contains more spvcific requimmant, for pre -engineered syaterns . Section 6- 1 . 3 allows special Irrnitations, flow rates and methods of application . Such systems must be installed rn accordance with the manufacturers intstallatren manual which is referenced as part of the listing Only system components referenced in the manufacturer's installation manual shall be used . It is my understanding that Underwriter's LaborotoriAR has rcccntly changed their test criteria for such pre-engineered suppressmn syaterr.s to require that they satisfy a minimum 10 mph wind velocity. The subject model PG$ 70 was tested and met the UL requirements that were in effect in 1990 but does not most the current UL requirements Further, the components still have a UL listing _ in my view, if a product was tested and listed in aocordarice with the reference atandard IRS 58-4 NFPA 17, - 1090 And fecund to be in conformity and the product has not been changed it is acceptable . please note that new products that meat the additional 10 mph wind vaioQity criteria are also acceptatile If they satisfy the testing requirement* of 1RS 58 -4 Aminratration and enforcement of the New York Stato Uniform Fire Prevention erzd Building Code is within the jurisdiction of the local authority I trust that Choir actions will be in accordance with this advisory 0PAson 11 you havo any questions, you may reoc'i me at (518) 474-4073. Sincerely, Nancy A. M Nabb. A.I .A. Assistant Director for Code Development d, Interpretation Codes Division NM:jk cc G. Clark T Rornanowski / �Illlliiill!!� �IIlIIIIIIIlII III � TRANSMITTAL PARTNENVIRERSHIP* DESIGN PARTME.RSFIIP, LLP DATE: June 19, 1998 TO: Town of Queensbury Department of Community Development 742 Bay Road Queensbury, NY 12504 — ATTN: 'Dave Hatin - Building & Code Enforcement RE: Amerada Hess Corporation Station No, 32012 — Quaker Road & Dix Avenue, Queensbury, NY WE ARE TRANSMITTING THE FOLLOWING: DESCRIPTION COPIES DATE • Hess Express Building Plans by 2 sets of Metsky-Zuckerman Architects 52 plan sheets 3/20/98 • Hess Express Canopy Plans by 2 sets of Metsky-Zuckerman Architects 4 plan sheets 2125/98 • Application fee — Amerada Hess Check No. 0200000544 - $742.50 1 6/17198 • Town of Queensbury Building Permit Application l Hess Express Underground Fuel Tank Plans by 2 sets of Metsky-Zuckerman Architects 5 plan sheets 3/19/97 • Application fee — Amerada Hess Check No. 0200000545 - $100.00 1 6/17/98 • Town of Queensbury Fire Marshall Special Permit Application I • Energy Code Compliance Application 1 set of Town of Queensbury 2 pages total 6/17/98 • Amerada Hess Corporation Site Plan . Quaker Road Station Elate issued Environmental Design Partnership 4 6/19/98 • Photocopy of sewage disposal area 11" x 17" 1 REMARKS: Please note that this project is planned to be connected to the municipal sewer system pending sewer district extension. The public hearing and approval vote are scheduled for July 6, 1998. The photocopy showing a potential sewage disposal area is provided to indicate an alternative so that you can proceed with your review. It is Hess's preference to be assigned a Quaker Road address if there is an option on this double fronted lot. COPIES TO: Glenn Phillips William Wolfrom FROM: 'Dennis MacElrey + "' 900 Route 146, Clifton Park, New York 12065 phone (518) 371 -7621 - fax (518) 371-9640 e-mail: endesign(Mworldnet.att.net METSKY-ZUOKERMAN architecture and planning June 16, 1998 Department of Community Development 742 Bay Road Queensbury, New York 12804 Re: Hess Marketing Facility Station # 32012 Queensbury, NY Dear Sir/Madam: This letter certifies that the design of this 4950 square foot building is in compliance with "Part 4, Design by Component Performance, Commercial Buildings Hi-Rise Residential' of the New York State Energy Conservation Construction code (9000 heating degree-days). V ry l N, . , P.P. cc �,�_ 0101 � tS` 60 pompton avenue • verona, nj 07044 • phone (973) 857-1010 o fax (973) 857-4312 a-mail metsky-zuckerman �worldnet.att.net C.M.F. 24 PIPE s s? s? `�? •� s3 s3 o ' \LEGEND \\ \\ O (HESS DESIGN SPECIFICATIONS) I REV. DATE BY 4/28/98 DESCRIPTION CHECK APP D. REVISIONS AND ADDITIONS AS PER TOWN AND COUNTY REVIEW 5/21/98 REVISIONS AND ADDITIONS AS PER TOWN AND HESS REVIEW 3?4 - x \\ 3?S \ \ 3?) -322. \ \ S �;0 \ �N 331 PROPOSED CONTOUR B LEGEND: �� 00'Py \\ �o x372.2 PROPOSED SPOT ELEVATION F. O. A. C. DENOTES FACE OF ASPHAL T CURB o a IN DENOTES INVERT _� ?oo�<rTy \ ,y '1W so<'o goo Z C.1.R.F. DENOTES CAPPED IRON ROD FOUND oe,`.L,I,F \, o q �0' PROPOSED CONC. WALK E. O. P. DENOTES EDGE OF PAVEMENT s IK r �M 'h � REF. DENOTES REFERENCE A.L.O. DENOTES APPROXIMATE LOCATION OF \3�A 70 oR, 0.3' p <F < 7- TYP. PROPOSED YARDLIGHT NIA. MO. DENOTES NIAGARA MOHAWK �e<� <°h-<� „p G. V. DENOTES GATE VALVE ` HYD. DENOTES HYDRANT \ `< ��� NM DENOTES NIAGARA MOHAWK UTILITY POLE o TYP. LAWN HYDRANT NYT DENOTES NEW YORK TELEPHONE UTILITY POLE • \ G'I'Fs N U.G. DENOTES UNDERGROUND \ \\ TELE. DENOTES TELEPHONE s * C. M. F. DENOTES CONCRETE MONUMENT FOUND �s ELEV. DENOTES ELEVATION \ `♦ \ aLb SAN. DENOTES SANITARY CONC. DENOTES CONCRETE \ \ DENOTES SQUARE �F3` \. 3? NIA. M . CrR!\ M.H.DEN \ M.DENOTES MANHOLE R. 0. W. DENOTES RIGHT OF WAY \ . F.O. C. DENOTES FACE OF CURB \ / oq�oE1P \ \\\ s�> �\ P.K.S. DENOTES MASONRY NAIL SET \ `A IX PAINT - P.K.F. DENOTES MASONRY NAIL FOUND i3�'s WEENSBURY \ �, e�'P s p � ♦ � \ .y< oN. sE BENCHMARK: CMP DENOTES CORRUGATED METAL PIPE A.L.O. 16" W A AS PER THE C.B. DENOTES CATCH BASIN \ ` ,9 F<9tiFq ♦ �~P ��o °<o� NUT AT HEAD OF 328 DENOTES TOPOGRAPHIC CONTOUR �H\ 9g rj0 o TOWN OF QUEE R A7£R DEPARTMENT DENOTES TOPOGRAPHIC SPOT ELEVATION ARROW ON HYD. �'ypA,yQ � G+,9SG, \ 9j'T'T ELEV.=330.72 TELE. PED. DENOTES TELEPHONE PEDESTAL J• 1'Fo <q 7i N/F DENO TES NOW OR FORMERLY \ Q ''PF�Os �I. - � DENOTES CENTERLINE �\ NM 90 --- OVER UTILITY ONES per O V NYT 19 \`- --- \ DENOTES WETLANDS AREA 1 Pool ' �Fs q� ♦ ♦ ` [V/ o r / \ _Ipw \ \ H LAWN HYDRANT (FROST PROOF) CONNECT TO BUILDING AS PER ARCHITECT. K KEROSENE VIE VINYL TRASH ENCLOSURE P PREMIUM UNLEADED GASOLINE. PL PLUS UNLEADED GASOLINE PS STEEL POST: 4 DU,.; CONC. FILLED; SET 3' -0" ABOVE GRADE, SET IN CONCRETE. RC4 4" THICK 4D00 P.S.I. CONCRETE REINFORCE)WITH 1 LAYER OF 66-W2.OxW2.0 WELDED WIRE MESH SET 2-1/2" BELOW TOP. SEE SPECIFICATIONS FOR AIR EWRAI MENT, ETC. RC6 6 THICK 4000 P.S.I. CONCRETE MAT REIN F RCED WITH 1 LAYER OF 66-W2.9xW2.9 WELDED WIRE ESH SET 2-1/2- BELOW TOP. SEE SPECIFICATIONS FOR AIR ENTRAINMENT, ETC. Reg 9- THICK 4000 P.S.I. CONCRETE REINF 1 LAYER OF 66-W4.OxW4.0 WELDED WIRE )RCED WITH ESH SET 2-1/2" BELOW TOP OF SLAB. SEE TANK ALLATION DWGS. SEE SPECIFICATIONS FOR AIR ENTRAI MENT, ETC. R REGULAR UNLEADED GASOLINE. RB REMOVE EXISTING BUILDING STRUCTURE AND ASSOCIATED WALKS, WING WALLS, PLANTERS UTILITIES ETC. TB 4'-0" x 6'-0* CONC. PAD FOR TEL BOO PER TEL. CO. REQUIREMENTS. SEE DETAIL TN PROVIDE NEW UNDERGROUND TELEPHONE C NDUIT FROM UTILITY POLE DESIGNATED BY TELEP E COMPANY AS INDICATED ON SITE PLAN. S ELECT. DWGS. & SPECIFICATIONS. T.C. TOP OF CURB. T.O.W. TOP OF WALL TRN TRANSFORMER PAD: 8 -0- X 6 -0 X 8 • CK, 4000 P.S.I. CONCRETE MAT REINFORCED WITH 66-W2.9 c W2.9 WELDED WIRE MESH SET 2-1/2" BELOW TO WITH TRANSFORMER T.R.P. TRASH k RECEPTACLES PAD: 8' - 0" x 2 ' - 0" x 6" THICK, 4000 P.S.I. CONCRETE MAT REINFORCED WIT I 66-W2.9XW2.9 WELDED WIRE MESH SET 2- /2" BELOW TOP. PROVIDE (6) 4" DIA. STD. STEEL PIPE COL BUMPERS FILLED WITH CONCRETE AND EMBEDDED IN CONCRETE. SEE SPECIFICATION FOR AIR ENTRAINMENT, ETC., SEE DETAIL YL INSTALL AND PAINT GRAY, NEW YARDLIGHT POLE (FURNISHED BY AMERADA HESS) ON NEW CONCRETE BASE SEE DETAIL; 400 WATT SUPER METAL VALID ON 16'-0" POLE UNLESS OTHERWISE NOTED 6/5 98 6/11/98 REVISIONS AND ADDITIONS AS PER TOWN AND HESS REVIEW REVISIONS AND ADDITIONS AS PER TOWN AND HESS REVIEW / FINAL CHECK AMERADA HESS CORPORATION QUAKER RD.8LDIX AVENUE QUEENSBURY, N.Y. TITLE PROJECT NO. 32012 SCALE DRAWN RY pA•� SITE LAYOUT PLAN 1'=201-0" G.V. 3/24/98 LOTION QUEENSBURY, N.Y. DRAWING NO. REv. S-1 METSKY — ZUCKERMAN SITE CONSULTANTS: THE ENVIRONMENTAL ARCHITECTS AND PLANNERS DESIGN PARTNERSHIP L.L.P. 60 POMPTON AVE VERONA, NEW JERSEY 900 ROUTE 146 CLIFTON PARK, NEW YORK PHONE: (518) 371-7621 SITE STATISTICS: EXISTING ZONING. HIGHWAY COMMERCIAL - 1 ACRE (HC-lA) LIGHT INDUSTRIAL (0-1A) PARCEL AREA: 2.29 ACRES BUILDING AREA: 4.950 SF. PARKING: 28 SPACES GREENSPACE: 1.2 ACRES (51.59) MINIMUM LOT WIDTH: 150 FEET MINIMUM LOT DEPTH. 200 FEET * SETBACKS.• FRONT - 50 FEET (75 FEET ALONG QUAKER ROAD) SIDE - ** REAR - 25 FEET <o G 01 B w � 765 QUAKER ROAD MAX. HEIGHT OF BUILDING: 40 FEET '. COMMUNITY WORKSHOP, INC. j7 \ * A FIFTY FOOT BUFFER SHALL BE REQUIRED ADJOINING RESIDENTIAL AND INDUSTRIAL ZONES. 72e 1 \ / 1 �+ • v ,LAND /F OF � _ _ /jul � � �\ Q+ ** THE SUM OF THE SIDEYARDS EQUALS FIFTY FEET OR MORE WITH TWENTY FOOT MINIMUM. GEORvE S. K ACHADOURIAN SEDGE D,: �� `\. O �`� 4ie WATER PRESSURE PIT AREA *** A FIFTY FOOT BUFFER SHALL BE REQUIRED WHEN ADJOINING RESIDENTIAL AND COMMERCIAL ZONE. KETLANDS /' \ CTol O i AS PER THE TOWN OF QUEENSBURY \ \\ \ CIO WATER DEPARTMENT H\ MICAE MANGO 26 O \ \ �� UTILITY lNe{"ORMAT/ON: (BOOK 529 OF EELO AT PAGE 1.3 N 3 �J1 O `� O C 9 UNDERGROUND FACILITIES PROTEC77VE ORGANIZATION (SECTION 110. 0, BLOCK 1, LOT 1.32) / �% 3 3 , 3" A `�. . G�� P (U.F.P.D.) 1-800-962-7962 'f R-70' 3J T SET\\� 3?9 P WATER: TOWN OF QUEENSBURY WATER DEPARTMENT YL OT FOR CONSTRUCTION QUEENSBURY CORINTNSBURH ROAD ` \ QUEENSBURY, N.Y. 12804 o � � O � r �c \ ` SANITARY SEWER: (518) 745-5582 TOWN OF QUEENSBURY WASTEWATER DEPT. o `�.\ � J E 1 1 CONTACT.• MIKE SHAW (518) 745-5589 D6 S� YL3 ' s0. \ R J" DIVA." O < ., V CK M. o / �� `(4.5' HlZ't. l '� •b� s Q f ,.I TELEPHONE: BELL-A1LAN77C ^ TYPICAL PAINED IPE \ ,TAL - a ` ° AND DIRECTI0 ARROWS 331— \ C PA ' \ \ t® . . x g /�.� TROL PAN � COMMERCIAL SERVICE a (518) 890 6464 D4 � 0 :�,, ¢fig ,,�z , �� M ? ♦� � �+l�+E�d° i �"I 1� ELECTRIC: NIAGARA MOHAWK POWER CORPORATION 10, S8 3p 3 \,\ ` \ P.O. BOX 2027 21 t °0 331 s 29 NM 9 1 �\ \ _ ` GLENS FALLS, N. Y. 12801 / M CONTACT REPRESENTI77VE: GAYLE OSBORN / Uj 4? HOR o \ TOR \ (518) 761-5988 ` ° R/ \ � t,,,� T \ s CAS NIAGARA MOHAWK POWER CORPORATION • • 45 �° ^ OAY Zit rJ� `\`� SIGN O \ p oLp A SARATOGA SPRINGSEEN. Y. 12866 t o oGe< c` �JUN .19 I` -CONTACT REPRESENT/T1VE: MILL LYDECKER F ti (518 583-5701 O n� \ \ C ROA 70 rO ) ... ,,` �, O D4 �� i5t O ♦ ♦ \CAI �J Gp<F �10�� h <',�c„ METAL N92 - \ mho v 9 1 O `<\ s ROAD SIGN NYT 17 OO J '7 n ('('' � 'T \ `\ � � A �yc. C.I.R. F. C,jlev �• 1 o10011, / O D4 0 0 ♦?s �,\ Ei V� t �- a '�� , ♦ 3��`\` �� 0 '2 '. / e ^YL CIO o \ AREA RESERVED FOR P SSJIBLE ' ?0' 101, ]4 11) . 1 'cam<J \ `\ LINKAGE ACCESS EASEMENT s 8 h •i V 32 \ H /I ADJACENT PROPERTY 2?' ? �0• G • o • 'S'/ IL Sw � / S Ar I o\ 7- $ ]1 EJ EJ p 00 CO cc p c" k3t9 Fo o \ ti YL TF ti 191-0 LANDS N/F O O DUMP R , , / , , 331, , °cvyN \ 3' HIGH M/ CH jEL M GO p 983 E 3' p I °SIGN / ,\4 ~ °`U = O MOOD 0 REF EC Pv A N TO NT .l.R / �\ 'y'v DG i>y 6 \ 14\ i O� IDENTIFlCATK)N SIGN I18"NV C3P.95 HIGH GEORGE S ACHADOURIAN � 4 \, ° H LEGEND SYMBOL DESCRIPTION AIR INSTALL AIR HEAD/TOWER, AND YARD LIGHT (FURNISHED BY AMERADA HESS) ON 4'-6' W x 6'-0" L. 4'-0" DEEP, 3000 P.S.I. CONCRETE BASE. SEE DETAIL, PROVIDE 1/2" TYPE "K- COPPER AIR LINE TO COMPRESSOR LOCATED IN BUILDING. B STAINLESS STEEL INVERTED BUMPER POSTS; SEE DETAIL B.C. BOTTOM OF CURB. B.M. BENCH MARK. BP BITUMINOUS PAVING. SEE SPECIFICATIONS. B.O.T. BOTTOM OF TANKS. CC 4000 P.S.I. CONCRETE CURBING MIN. 6" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED) MEETING REQUIREMENT'S OF ALL AUTHORITIES. PROVIDE EXPANSION JOINTS AT 20'-0" MAXIMUM. SEE DETAILS AND SPECIFICATION FOR AIR ENTRAINMENT, REINFORCEMENT, ETC. CF 12 HIGH 12 GAUGE STAINLESS STEEL CURB FASCIA. C.O. CL.EANOUT CL 320 W. SUPER METAL HALIDE SEMI -RECESSED CANOPY LIGHT (FURNISHED BY AMERADA HESS AND INSTALLED BY CONTRACTOR) CR CURB RAMP MEETING REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION. D DIESEL FUEL E PROVIDE NEW UNDERGROUND ELECTRIC SERVICE FROM UTILITY POLE DESIGNATED BY LOCAL UTILITY COMPANY TO BUILDING (S). SEE ELEC. DRAWING & SPECIFICATIONS. EJ FULL DEPTH EXPANSION JOINT. PROVIDE SEALER AND BACKER ROD AT ALL 6" THICK AND 9" THICK CONCRETE MATS. SEE SPECIFICATIONS. GH NEW NATURAL GAS LINE FROM EX. GAS MAIN TO GAS METER 5GT INSTALL FIVE UNDERGROUND FIBERGLASS GASOLINE STORAGE TANKS (FURNISHED BY AMERADA HESS) AS FOLLOWS: FOUR 10.000 GALLONS ( (2) REGULAR (1) PREMIUM UNLEADED GASOLINE & (1) DIESEL) ONE 8,000 GALLON (KEROSENE) SEE TANK INSTALLATION DRAWINGS ID INSTALL NEW FIXED IDENTIFICATION SIGN (FURNISHED BY AMERADA HESS) ON NEW CONCRETE FOUNDATION. OVERALL HEIGHT 22 -3 1/16"_ SEE DRAWING. D4 PROVIDE 4" DIA PVC STORM DRAIN FROM CANOPY GUTTER FIRINGS TO STORM SEWER SYSTEM. MIN. 2X SLOPE 06 PROVIDE V DIAMETER PVC STORM DRAIN AS INDICATED ON UTILITY PLAN. MIN. I X SLOPE 5 P F� J PO. \ ti9 W /� \ Al (BOOK 905 3OF DEEDS AT PAGE 84) , (SECTION 110, 00, BLOCK 1, LOT 1.2) E ' O 33 5 CC PS Sr. 328 — 329/ hryb 40 -0' M \ H 3 34 -0' 3" DIA. PPOWT OF BE'GIA"WO J / / 3 , \ O O METAL POST OF LEGAL DESCNP770N / : YL O (9' HIGH) \ G. V. \ v BENCHMARK. J GN YL 33 _18 O OI , ryb P.K.S. O RHEAD ITY LINES ® a'- PlN ON TOP OF CONCRETE TN - - - MONUMENT SET32' a 330 ELEY.=330.38 �IN' IT 0-1 I ` � 3 N 2" p ---- � YIELD -- NYT 16 \ O 2 3 A. x 3" HIGH SIGN • > » ITELPED��� J ) 6 n C. 1. R. F. 330 TA G ! N65 06 "W 443.86 1 a a » > ' O "W _ _ _ _ O - - - - - G - -.35 MPH 2' WIDE DITCH 477.17 ' H P 12. 0 , H I{ 326 OW (TYP L) ,) SPEED L!MlT 326 ROAD 'r - - - - - - 9 E.O.P.E.O.P. n - - 329 N 329 E.O.P. --- -------------------------- --- ----- ----------------- WH17E LINE SOLD WHITE LINE \ LINE -----"-- — it r WHITEGLINE (, G G G G A.L. 8„ WATERMAIN AS PER BENCH -MARK. G C' kj WATER M OF'7MENTNSBURY END CONCRETE CURB �� THE SOUTH BOLT ON HYD. A S P H A L T PAVEMENT \ A.L.O. 8 GAS MAIN , END CONCRETE CURB n ELEV=328.79 _ in l: WHITE LINE 32 /AN (NHITE ASPHALT) e, 330 DOUBLE YELLOW LINE 330 _ X A 1 / o COUNTY RO D No. 420 D lI \ Y U Q P.K. F. P.K.F. .K n PAINTED MEDIAN P.K.F. P.K.F. P.K.F. P.K.F. P.K. 327 P.K.F. SOLID WHITE LINE P.K.F. CENTERLINE .} P.K.F. P.K.F. P.K.F. p P.K.F. 3WIDE SOLD LINED MEDIAN (WHITE >1 DOUBLE YELLOW LINE P.K.F. LINES (APAREN T W/D TH — 66' R. O. W.) �2a , p 'rCTM OV00E SOLID 1TE LINE l<' 330 WHITE LINE 17E LINE F.O.G 0.6' WGH) SOLID W}{/7E LINE STOP LINE E.O.P. ._ _.. 11 ---- 329 - - - - - - - - - - - - 8 - - - - - .jt27 �E.aP. SOLID wr•!!TE LINE NM 50 OVERHEAD UTILITY LINES 329 W 32 NM 51 OVERHEAO UTILITY ONES NYT f5 Q C.B. �--. NYT 13 Ci ; (I NYT 14 18" CUP 7F 326.3f* Q O ENTRY TO "KMART" PLAZA INV.-3222t 1 la, CMP STORM SEWER (9 ?� E.O.P. W 32 ' ASPHALT E.O.P. 7 327 1 P o Heasqueensite. dwg