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2000-115 TOWN OF OUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 CER"" T"'IFICATE OF OCCUPANr,,v. Permit Number: 2000115 Date Issued: Wednesday; October 10,2001 This is to certify that work requested to be done as shown by Permit Number 2000115 has been completed. Tax Map Number: 523400-296-009-0001-015-000-0000 Location: 1036 STATE ROUTE 9 Owner: STEVEN&DONNA SUTTON Applicant: FISH TALES RESTAURANT This structure may be occupied as a: By Order of Town Boatd New Commercial Building TOWN OF QUEENSBURY got- Dhectot of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbuty,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: 2000115 Application Numbert 2000115 Tax Map No: 523400-296-009-0001-015-000-0000 Permission is hereby granted to: FTSHTALF.SRESTATTRANT For property located at: 1036 STATE ROUTE 9 in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and'approved and in compliance with the NYS Uniform Building Codes and the Queensbur'y Zoning Ordinance. Type of Construction Value Owner Address: DONNA SUTTON New Connnercial Building $100,000.00 1036 STATE ROUTE 9 Total Value $100,000.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency WARNER BROS. CONSTUCTION COMMONWEALTH ELECTRICAL A PO BOX 424 CHESTERTOWN- NY Plans&Specifications 2000-115 NEW BUILD (RESTAURANT) 1584 SQ FT NEW BUILD USING EXISTING FOUNDATION AS PER PLOT PLANSPECIFICATIONS $270.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,.April 19, 2002 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queefisbury before the expiration date.) uee Dated at the T 2Q ury, nesday,April 19,2000 SIGNED BYr7 __J6 for the Town of Queensbury. Director of Building A&Codtenforcement Permit APP cation Z'O1J11 of QILeensbllly - Delt, tfCnllttt11111ity Det,elopment, 712 Arty Ronr/,� I Qtteeiisbttt�r, NI' 12804 /7G/-32StJ ®�e BUILDING r& . CODE ENFORCEMENT +rl Requirements PrlOr to 1SSllance y��� . A Iwrulit trust tic obinincct t)oforo of this I>et'121it: 1'EltA117'/�lLC NO.C•-�'�=/LJL�-` lnsgintliol; conntructicltl. No innticclioun �� LV�AT,11) do until upplicullt lilts receives[ U T_.orting Boazra Action 1'h%thdrl'F1,.7s pArL>$ UILDING PERMIT. All Atrn /Use spaces on this upplicntion RECREA770N FEL I'AIDompleted atid,tho signnluroPlarutlitg 13cxarcl Action icant•must apl)ear oat tho RE.VIEWHD B1:• form. v.,o,k),„,, SCI2 l Subdivision /Otltcr Dnit.ttreg lnqerrrn• Recreation 1-m Payment Applicant: �e� =tam �r�e�rzrc-t-i�r,, `5A*c1 Owner � cse er.�t �,,J -�G ud--A LI Z. L Address: ��1�s�-crfdl.�,✓� /a f� Address: 111 QU-90-1 I.,.L2.._, r P110110 # P110110 # Property Location: __- Tim Mal)Number &0/ t - Section Illock Nit NATURE w PROPOSED WORK: GSTIM71TED MARKET VALUE OF THE �-New Building: 'CONSTRUCTION: $_ /00,00a- ca residence / commercial _ Addition to Building: residence / commercial OCCUPANCY INFORMATION: Alteration to Building: Primary Building - residence / cointnetcial Single Family Dwelling Residence / Commercial Two Family Dwelling no change to extera:or alz.o _ Family Dwelling Office Other Work (describe below) Mercantllip a�'u �xFS t1 ELI Manufacturing ✓ Other MAR GROSS AREA OF PROP I� RUCTURE; 1st- Floor. . . . . . . . i'� s L. If ADDITION, wha,L ..•wa l,] a t's.e 2nd .Floor:. . . . . . . • it q•q. f t. of new, addition"lie?:...,_ • . _ . Other Floors . . . —. sq. ft. (not unfinishedcellar or basement) ACCESSORY BUILDINGS: Detached Garage 1, 2 car TOTAL FLOOR AREA: SQ. FT. Attached Garage 1, 2 car Private Storage Building SIZE OF NEW STRUCTURE: Commercial Storage Building FEET X FEET Other Foundation Type: Will any second-hand or ungraded Number of Stories : I umber be used? I so, Lot: what:? (habitable space only) gs r_US _cax_.:SA�` �a r IteS.cl1L' �� a, -k° lc/dar J (grade to ridge) feet 'i'YI i, OF m;,Ai.'IN ' SXSI I M: Number of fireplaces and/or—woods-Love r (circle, all w111I lies) to be installed: -- Electric / Oil j Gas / Wood Forced Hot Air j Baseboard / Other Person respon ible for supervision of work as regards to build' codes is : S�JR- �.�- ,,! ,JS 7 _ Y Builder; Naiite Addresss Phone - . Plumber: Mason: Electrician: DECLARAHON• Please sigh beloit, aflei you have carefully read the statement. To the best of my knowlecige the statements contained in this ai)I)lication, together with the 1)lans and specificatiot)s submitted, are a true mitt complete statement of.111 prop used work to be done Oil the describce 1)reislis4`s aid that all provisions of the Iltlildiit, t_.cxie, the `Lolling Ordinance mid all other laws pet ug to 11e pk�n osed work s11a11 be eotllplicd with, whether specificd or noted, -md that such work - muthoriz ml the owner. Further, it is understocxl llmt JAVC shalt submit 1)riol' to a Certificate of Oc tlrtncy'o 'tieme of Conil)[i11t1ce being issued, :1n AS BUILT PLOT FLAN by a licisttsed su e drawn t •1 showing aclual location of project on premises. Signature: (owne lrer's agent, architect, contractor) ' t 1 AI)plication for Permit—Septic Disposal System Y"~ 1 orv,. f'lQueensbttly 742 Bay Road Queen.sbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: =— Qus(� once Use Location of instalIation:. File Permit No '-c — P Tax Map No. �/�_/ !(� �-Owner's Name: Fee Paid �J clF� eSiu ,•! ........ Address: T= 4�Cc% K ,r Pv. a � 2. INSTALLER'S NAME PHONE O. .4_QF— , ,3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(y) and multiply b of bedrooms with applicable gallons per bedroom to equal total d 4 v) 2000 Year of House: No. of Bedrooms x Computation = Total Daily Fi F,cp,�,��. 1980 or older x 150 gaUbdrm = 1980— 1991 x 130 gal/bdrm = 1991 -.present x I10 gal/bdrm _ Garbage Grinder Installed yes_ / no Spa or Whirlpool Installed yes T / no 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) T rah Soil Nature Ground Water Bedrock or,Impervious Material Domestic Water Supply %a satad at what depth at what depth municipal !tolling rn . 10 7"_feet /4/ 7 feet well Steep slope clay if well; water supply _io slope other from any septic-system depth. absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate:' minute per-inch S. PROPOSED_ SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the sire of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub.` Septic Tank: 1 JUl/ , gallon(min. size 1,000 gal.) Tile Field: each trench ft Total System,Length: ft. Seepage Pit(s): number of � size of each: L ft: by ft. Size of Stone to be used: # z / depth or thickness 2 1 feet' Bed System Size: , x ) C>1 Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: I Size of each: gallons /TOTAL Capacity:, gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant-to Section 136-29 of the Code of the Town of Queeusbury,any permit or approval granted which is based upon or.is granted in reliance upon any material misrepresentation or failure to make a material fact or circu stance known by or on behalf of an applicant, shall be void. I have read the gulat n with respect to this application and agree to abide by these and all requirements of ie To ueensbury Sanitary Sewage Disposal Ordinance. tom'" •�!'' 3 — ��--U� Sign u esp ib a person Date BLDG. PERMIT NO. 2 0 0 0-115 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; 1036 State Rouge 9 (FISH TALES) for the following uses: August 10, 2000 ,2 DATE SIGNATURE OF APPLIC^'T TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby 09KPROVED ( )DISAPPROVED with the following conditions: Certificate of Occupancy to be issued upon completion of: Topsoil and seed Additional Plantings Final Survey Main Sign TEMPORARY CERTIFICATE OF OCCUPANCY F 10.00 E OSI } 100.00 received on August ust 10 20A0 'V Date of Issuance Director of Bldg. & Code Enforcement THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES DAYS FROM THE DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his.,designee. ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENS8URY, WARREN COUNTY r4AR 21 2000 9000 HEATING DEGREE DAYS Tom.,, Compliance Methods : PART 5 - Acceptable Practice- Method 1&2 Family Dwellings (only) • PART 6 - Thermal Rating - Component Trade Offs 1&2 Fdmily Dwellings; Multi-Family 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: s4eV4e--. A V-4�� S PART 5 METHOD OF- COMPLIANCE BY ACCEPTABLE PRACTICE: 1 . Gross Floor Area - 15795 sauare feet 2 . Type of Heat - Electric Oil Y Gas Other 3 . is building mechanidally cooled? Yes 140 4 . Percentage of area of windows and doors Over 17% Under ' 17% 5 . R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R-VALUE S AS SHOWTINT ON PLANS SUBMITTED: a . Roof R T9 b. Exterior walls R Ll cow-'A61 C . Glazed areas R d. Exterior doors R 4 e . Floors over unheated spaces R Edge of slab on grade (heated building) R At g. Basement/cellar walls (above grade) R Xh . Basement/cellar walls (below grade) R Heating/cooling-ducts-piping in unheated space R 6 . Service (domestic) hot water heating dev,ice/ onforms to mini-mum efficiency per code Vr Yes No T MPERJAT E CONTROL MAXIMUM SETTING 1400 WILL NOT BE EXCEEDED App ure Date Phone Number 1NSP-=CrTO--R' S REM-ARKS: COMMEERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: Office No. (518)761-8256 Dept of Community Development Town of Queensbury Arriv -V pa 742 Bay Road Inspector's Initi Queensbury,NY 12804 NAME , PERMIT LOCATION DATE_/Q— TYPE OF STROCIURE—N P, N/A YES NO CONIMINTS ChirrmeyP'B"Vent/13irect Vent,location Plumbing Vent Roof Complete�__ Exterior finish grade complete Interior/exterior guardrails 42 in.platform/ haerior/exterior ballasters 4 in.spacing pl Stair handrail 34 in.-38 in. Step risers 7%in. Main door 44 in. All others 36 in. Lever handles Exits at grade or platform Canopy to cover req.exit doors Gas valve shut-off exposed&regulator I in.)above gradA Floor bathroom watertight_ Other floors okay- A Hot water relief valve Boiler/fiimace enclosure <250,000 BTU N/R 250,00013TUtol,00% OBTU's(lhour)— >1,000,000 BTU's(2 hour)_ Gas furnace shut off within 30 1 or with n line of site W furnace shut off at entrance to furnac�area RR enclosure 1'009, 0 BTU Stockroom enclosure(I hour),3/4hour d Storage receiving/shipping room(2 hou I 1/2doors I 1,i hour d6ors and closers 4 hour corridor doors and closers Firewalls/fi 3 hre separation,2 hour, ou complete arati Fire dampers,2 hour fire wall/sep7l or greater�__ I Fire door/shutters 1 1/2 hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft. Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware Elevators Elevator signage Handicapped bathroom grab bars/sinks/toilets a Handicapped bath/parking lot signage�__ Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond Active listening system and sigpage assembly space— Final Electrical Site Plan/Variance required Final Survey,new structures As-buik septic system layout required Okay to issue temp.C/O(Certif.of Occupancy) Okay to issue permanent C/O(Certif.of Occupancy)_ Okav to issue C/C(Certif.of Compliance)_ �r - , COIOEWERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: Office No. (518)761-8256 ��"k Dept. of Community Development Town of tpueensbury Arrive L pm Depart y (\ 742 Bay Road Inspector's Initial Queensbury, NY 12804 NAME ) C % PERMIT LOCATION f`?_ DATE "TYPE OF STRUCTURE N/A YES NO ,COMMENTS ChimueyP'B"Veatt[Direct Vent location Plumbing Vent Roof Complete Exterior finish grade complete li erior/exterior guardrails 42 in.platform/decks hueior/exterior ballasters 4 in.spacing platform/decks Stair handrail 34 in.-38 in. Step risers 7 3/a in. Main door 44 in. All others 36 in. Lever handles Exits at grade or platform Canopy to cover req.exit doors Gas valve shut-off exposed&regulator(18 in above mW Floor bathroom watertight Other floors okay Hot water relief valve Boiler/furnace enclosure <250,000 BTU N/R 250,000 BTU to 1,000,000 BTU's(I hour) >1,000,000 BTU's(2 hour) Gas furnace shut offwithin 301 or within Iine of sit Oil furnace shut off at entrance to furnace area Stockroom enclosure(1 hour),3/4 hour door Storage!receiving/shipping room(2 hour), I I/z doors ;. 1 1,2 hour doors and closers ?i hour corridor doors and closers Firewallslfire separation,2 hour,3 hour complete Fire dampers,2 hour fire wall/separation or greater Fire door/shutters I '/a hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft. Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware Elevators Elevator signage Handicapped bathroom grab bars/sh*Moilds Handicapped.bath/parking of si age r andicapperi service counters 34 ink dieckout 36 in. an capped rampiliandratls corttmuous/12 in.beyond � Old Active listening system and signage assembly space !1 (3q , l'�f Final Electrical j� Liz> Site Plan/Variance required_ l tt Final Survey,new structures V ! t .As-built septic system layout required =- `�U OUT- l l�� Pt up{ Okay to issue temp.C/O(Certif:of Occupancy) Okay to issue petmanent C/O(Certif.of Occupancy) a� Okay to issue C/C(Certif.of Compliance) f COWAERCUL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: Office No. (518)761-8256 Dept. of Community Development Town of Queensbury Arrive amePartPm 742 Buy Road Inspector's Initials Queensbury,NY 12804 NAME LOCATION DATE i. '— TYPE OF STRUCTURE , N/A YES NO COMMENTS Chimneyr'B"Vart/Dired Vent location Plumbing Vern Roof complete Exterior finish grade complete Interior/exterior guardrails 42 in.platform/de.eks Interior/exterior ballasters 4 in.spacing platform/decks. Stair handrail 34 in.-38 in. Step risers 7 3/a in. Main door 44 in. AU others 36 in. Lever handles Exits at grade or platform Canopy to cover req.exit doors Gras valve shut-off exposed&regulator(18 in.)a ve gra Floor bathroom watertight Other floors okay Hat water relief valve Boiler/furnace encloswe <250,000 BTU N/R 250.000 BTU to 1,000,000 BTU's(1 hour)-F- - >1,000,000 BTU's(2 hour) Gas furnace shut off within 30 ft.or within line of site Oil furnace shut off at entrance to furnace area Stockroom enclosure(I hour),11/4 hour.door Storagetreceiving/shipping room(2 hour),1 1/2 doors 1 �jz hour doors and closers 3,l hour corridor doors and closers _ Firewalls/fire separation,2 hour,3 hour complete Fire dampers,2 hour fire wall/separation or greater Fire door/shutters 1 '/s hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft. Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware . Elevators. Elevator signage Handicapped bathroom grab bars/snhks/toilets _J�,Flandicapped b arkin lot signage Handicapped eavice counters rn checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond Active listening system and signage assembly space Final Electrical Site Plan/Variance required Final Survey,new structures tt t t As-built septic system layout required #Ol ay to issue temp.C/O-(Ceatif.of Occupancy) Okay to issue permanent C/O(Certif.of Occupancy) Okav to issue C/C(Catif.of Compliance). I_uc?wtq C3Fl QUEENSSUfZY nUTT-nx"r-I & 742 QUM -14S�gUFkY- WW X;aO04 T-L4 0 P 1:>Jv*rm noQUMSIV 17U."C:M TNZE-;" -. "Ixk4j--- nc3Tff(--M F'XMZ%.I- c3r7- FImv-ZMjpl-2v4--M zqc> RELIEF VALVES WnU!MM OPERAT w -Vxbl:rsyi IF-T-C)cl "s GARAGE VMEZM PRC3C3F= C=l nc:K3n C:LCltsnrts F-Xj4nr-j FINAL SUVLl%FMllZ' IPIL.C>lp PLAPT xSSUM ALI V,4- To 'v tJ I C-%do:5 'CZ-- A— C'u-" G-OVN."f If-, S70-Jv- -V"e FIF:;,'[—= MARSHAL TOWN C)F C:fLJaaP4SE3LJlR,,N" CkUE=-aNSE3Ul::?,-S-, rsJ-t- 12804 (518) 7E51 -8205 . FIRE MARSHAL INSPECTION REPORT REQUEST R'ECEIVED t oc> t NAME < LOCATION PERMIT ;ft SCHEDULE INSPECTION ON APPROVED N/A I YE V NO EXITS VJ AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM Of FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE: CLEARANCE TO SPRINKLERS CLEARANCE TO HEATI C3 UNITS REQUIRED SIGNA(:3E _C>QM"d"4,x�� 49_ CHIMNEY WOOD STOVE FIREPLACE FA MASONRY E-1 FACTORY BLT. O ROUGH-IN FINAL REMARKS: E-1 OK TO THIS DATE INSPSLIP.PUB INSAECTOlk-000" COAMERCL&L FINAL INSPECTION REPORT Building& Code Enforcement Date iiaspection request received: Office No. (518)761-8256 Dept. of Community Development Town of Queensbury Arrive b axt� part° ' 742 Day Road Islspector's Initi Qpueensbury,NY 12804 NAME FI elff-__4PERMIT LOCATION DONE DATE 2,—L-4 —t0 TYPE OF STRUCTURE N/A YES NO CONMIENTS ChimneyP'B"Vent/Direct Vent location Plumbing Vent Roof Complete Exterior finish grade complete haesior/extexior guardrails 42 in.platform/decks prior/exterior ballasters 4 in.spacing platform/decks- Stair handrail 34 in.-38 in. Sleep risers 7 3/,in. Alain door 44 in. .AU others 36 in. lower handles Exits at grade or platform Canopy to cover req.exit.doors Gras valve shut-off exposed&regulator(18 in.)above gra Floor bathroom watertight Other floors okay Hat water relief valve Boiler/furnace enclosure <250.000 BTU N/R 250.000 BTU to 1,000,000 BTU's(1 hour) >1,000,000 BTU's(2 hour) Cras furnace shut off within 30 ft.or within line of site Oil furnace shut off at entrance to furnace area Stockroom enclosure(I hour),3K hour door Storage/receiving/shipping room(2 hour), I '/z doors 11'i hour doors and closers '.hour corridor doors and closers Firewalls/fire separation,2 hour,3 hour complete Fire dampers,2 hour fire wall/separation or greater Fire door/shutters 1 '/2 hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft. Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware Elevators ' Elevator signage Handicapped bathroom grab bars/s oil Hand cappe g;i king Handicapped-service counters in.,checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond .Active listening system and sigiage assembly space Final Electrical Site Plan/Variance required P1 � �-j- Final Survey,new structures As-built septic system layout required Okav to issue temp.C/O(CeC/O(. rt f o f Occupancy)_ V_,�N) Ib �L �T I�1T�Okay to issue permanent C/O{Certif of Ocxaapancy) C>R- Okay to issueC/C(Certif.of Compliance) 0j� � tl -F-C>W" (DF= (:ZlUF-=F-=MC3aUj:Z"",r (:;)Ur-=r-=r4,SE3UF;,t"')r, N")r 12804 (Sl S) 761-8205 FIRE MARSHAL INSPECTION REPORT REQUEST � 15 EIVED - C. NAME LOCATION 0�u O�� PERMIT :ff SCHEDULE INS'X PEC ION ON q- so 4 I�ag a�k; A_ 'y < APPRC3 D PNO EXITS N/A YE AISLE WIDTHS EXIT SIGNS EMERGENCY LIC3 IN4G FIRE EXTINGUISHER FIRE ALARM SYSTEM cill- W, '-" IN iER SYSTEM FIRE SPRINKLER SYST M FIRE SUPPRESSION S YS M HOOD INSTALLATION INTERIOR FINISHES STORAOE: CLEARANCE TO SPRIN I EE R;S' CLEARANCE TO HEATIN UNI S REQUIRED SI(3NAC3E 6?y?W�t-� iir�" CHIMNEY WOOD STOVE FIREPLACE [--] MASONRY E--] FACTORY BLT. ROUGH-IN FINAL REMARKS. K TO THIS DATE & INSPSLIR.PUB INS TO ML PREL- Df�It �� COMWRC1AL AW2 Q&qCUON REPORT ... o Building& Code Enforcement Date inspection request received: Office No. (518)761-8256 Dept. of Community Development Town of Queensbury Arrive 9a3 0 am/pm Depart am/pm 742 Ray Road Inspector's Initials' Queensbury,NY 12804L5 } PERmrr* 1 LOCATION DATE TYPE OF STRUCTURE N/A YES NO CONSENTS Cninmey/"B"Vent/Direct Vent location / Plumbing Vent l�/�s,�!� Roof Complete GI-> Exterior finish grade complete hicrior/exterior guardrails 42 in.platform/decks Interior/exterior ballasters 4 in.spacingplatform/dedcs raj j Stair handrail 34 in.-38 in. `� �l� ,- f Gr LS�S '4'✓ dix Step risers 4AITSIR. 1 Alain door 44 in. All others 36 in. Sec/ Lever handles Exits at grade or platform 0'uyk�i¢ Canopy to cover req.exit.doors G� /, �- Gas valve shut-off exposed&regulator(18 in.)above gra � � � 1..K Floor bathroom watertight / Other floors okay L p � ,-', Hot water relief valve ` �'1`i✓.lrri I Uti Boiler/furnace enclosure \ <250,000 BTU N/R 250.000 BTU to 1,000..000 BTU's(1 hour) >1,000,000 BTU's(2 hour) Gas furnace shut off within 30#1.or within line of site Oil furnace shut off at entrance to furnace area Stockroom enclosure(1 hour),3/4 hour door Su ragelreceiving/shipping room(2 hour),1 '/a doors 1 1/2 hour doors and closers '<hour corridor doors and closers t Firewalls/fire separation,2 hour,3 hour complete A / Fire dampers,2 hour fire wall/separation or greater Fire door/shutters 1 '/2 hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft. /"� Fan shutdown,smoke vents or fan " t/ Exit door/panic bars assembly hardware ff Elevatorsr! > ��5 d� Elevator signage / Handicapped bathroom grab bars/sinkshoilets jf Sj y,Lwyj. jr zc `�f Handicapped bath/parking lot signage r < Handicapped service counters 34 in.,checkout 36 in. �+o f j / �"'° aw 4 Handicapped ramp/handrails continuous/12 in.beyond t Active listening system and sigtage assembly space Final Electrical \ Site Plan/Variance required ,lfj�� Final Survey,new structures As-buih septic system layout requiredj�c Okay to issue temp.C/O(Certif of Occupancy) '',>>> Okay to issue permanent C/O(Certif.of Occupancy) hl�Okay to issue C/C(Certif.of Compliance) a t r<IG vJv� GENERAL dNSPECTI()N REPORT (518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. Arrived 11l mlpm Depart ain/pm Inspector's Initials.5TA _ NAME: -S I od P_S PERMIT LOCATION: _• R w dp 9 DATE, 7K , ., TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers I Monolithic Pour Form Reinforcement in Place The contractor is responsible for �' f� ,� providing protection from freezing /-,4le, f 4,, "'z for 48 hours following the placement of the concrete. j� a Roar Materials for this purpose on site / Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbm Heating Rough lj 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 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 Firestopping !ZENERAL REPORT ( 518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804, Arrive //.-b am/pm Depart­2 am/pm Inspector's Initials .2 NAME: PERMIT#— , LOCATION: kdl�, DATE: 1016d TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement lY of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing VentfVents in Place Rough Plumbing_ 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 Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging_ Joist Hangers.__ Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Scaled Fire Wall 2, 3,4 hour Firestopping_ I GENERAL REPORT (518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. Arrive�?-Oam/pm Depart Inspector's Initials NAME: PERMIT# LOCATION: DATE TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers t 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/Wallpour�_ Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing 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 Vent,Attic Vent Framing_ Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Scaled Fire Wall 2,3,4 hour— Northfield Design architects &planners 15 Olde Coach Road Diamond Point New York 12824 phone 518 668 3155 i July 13 2000 To whom it may concern Re: Fishtales Restaurant Route 9 Re:floor framing modifications Fishtales Restaurant Dear Sirs, It has come to my attention that there is a conflict between the height of the basement walk-in coolers and the available slab to ceiling dimension. In particular we need 1 %inches of additional clear height In order to install the coolers. Please find the following as the required additional work to remedy this situation. 1. For the 10 foot span by approAmately 25 foot long area: replace the e)asting 2x10 at 12 inches on center floor joist with the equivalent of doubled W floor joist at 12 inches on center. The existing 2x10 may be cut down to W dimensions and a new W joist will be sistered to it's side.The joists are to be spiked and glued together. 2. New fire rated gypsum board will be applied to the modified area to maintain the integrity of the fire rated ceilingt loor composite. Please do not hesitate to contact my office if there are any questions concerning this change. Since ely, RD AAA James E. Miller ` No.015005-1 Northfield Design OF N NOLPAK WALK-IN FEATURES WALK-INS Code Approvals KOLPAK modular panels and components have been certified by independ- ent testing laboratories for compliance-with code requirements for flame Spread,smoke development,toxicity and sanitation.Final approval may be dependent upon application and local codes.We can supply the backup data you need to get approval from most local, state and federal agencies. u` Underwriters Laboratories Inca . KOLPAK panels are tested and evalu- ated by UL for flame spread and smoke developed ratings. The -panels•are. 0 ;• ' .;�' • •" a I� o listed-iinder�UL file R8160. The rat- ' BUILDING UNIT ings are displayed on the UL label. affixed to the panels. 54M4 SURFACE BURNING CHARACTERISTICS 4- KOLPAK door panel assemblies are Unpainted- AlumUnpainted- AluminumUnpainted- AlumiUnpainted- AlUnpainted- Aluminum Finished Gore also tested and evaluated by UL for Panel Material various electrical requirements.The Flame Spread.................. 25 20 door-panel assembly is listed under Smoke Developed.....Over 500 ...........350 UL file E46140 and the listing mark PN 95367-8803 I . appears on KOLPAK door panel as- R8160 semblies. NSF NSF INTERNATIONAL KOLPAK walk-ins carry the NSF mark to certify they meet the requirements of NSF Standard#7. FACTORY MUTUAL _ The Factory Mutual report states,":..fire tests show the KOLPAK minimum 26 gauge steel-faced l; wall and ceiling urethane insulated panels of four inch maximum thickness meet Factory Mutual Standard 4880 approval requirements." They are approved for use as insulated core wall and Approved ceiling panels(on walls,no greater than 30 feet in height)without a need for sprinkler protection in and of themselves. The end use of the panel would_determine if sprinklers are required. CANADIAN,$TANDAR.DS ASSOCIAT1ON "The KOLPAK door panel assembly is listed by the Canadian Standards Association as certified."It is certified under Report Number 1,116775&L CSA construction must be.requested. In the interest ofcontinued product improvement,we reserve the right to change specirications without notice. 5193 1-800-826-7036 River Falls,WI Parsons,TN 7-93-RFP g-6 GENE AL VVSPEC77ON REPORT (518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. Arrive q�" am/pm Depart am/pm j" Inspector's Initials. ' ' NAME: `^ r�� PERMIT# G 1�S LOCATION: DATE: 0 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Pie —T Monolithic Pour Fo Reinforcement in Place The contractor is responsible providing protection from freezing for 48 hours following the placement of the concrete. //LeiQr- Materials for this purpose on site 1 Foundation/Wallpour t Reinforcement in Place Foundation/Dampproofing t Backfill Approval yl� l,�`� Q� �S✓� '"� Plumbing Under Slab 1 Plumbing Vent/Vents in Place Rough Plumbing 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 nt, Attic Vent F 'ng Jack Studs[Headers Bracing/Bridging Joist Hangers Jack Post"ain Beain Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestoppmg GENERAL INSPECTION REPORT (518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road 4 Queensbury,NY 12804. Arrive ��`am/pm Depart pm Inspector's Initials� r NAME; � 1 PERMIT# LOCATION: 1,19 3L2 DATE : 00 TYPE OF STRUCTURE: RECHECK NIA YES NO COMMENTS Footings/Piers t Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from hwz' g for 48 hours following the plac meet of the concrete. Materials for this purpose on Sit Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Stab Plumbing Vent/Vents in la Rough Plumbing Heating Rough-In Insulation Foundation Walls Inte ` r R Foundation Walls Exte 'ar R- Floors R- Walls R Ceiling R- Duct work or piping i unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire W�R 2,3,1 hour stopping (518) 761-8256 GENERAL REPORT Town of Queensbury Dept.of Community Development Date inspection request received:47 Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. Arrive[dam/pm Depart am/pm Inspector's Initials it NAME: PERMIT LOCATION: 103 4 DATE: TYPE OF STRUCTURE: RECBECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible bo providing protection from zing for 48 hours following the acement of the concrete. Materials for this purpose o site Foundation/Wallpour Reinforcement in Place_j Foundation/Dampproofin� Backfill Approval._I Plumbing Under Stab—f Plumbing VentlVents in ace Rough Plumbing_ Heating Rough In._ Insulation Foundation Walls,In o r R Foundatio erior R- Floors' R- Walls R- Ceiling R- Duct work or piping i unheated spaces R- Proper Vent, Attic Vent Framing JackStuds/Headers— Bracing/Bridging_ Joist Hangers__ Jack Posts/Main Beam Air Infiltration Barrier 11 Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour— Firestopping; GENERAL dNSPEC'TION REPORT (518 ) 761-8256 Town of Queensbury Dept of Community Development Date inspection request received: d Building c&Code Enforcement 742 Bay Road r� Queensbury,NY 12804. Arrive o�r� am/pm Depart am/pm Y —�-� Inspector's Initialoe o I j lS /t NAME: LOCATION: 9*e tc 1 DATE: TYPE OF STR.UCTU; : fst RECHECK ~r47 a r: NIA YES NO COMMIE �•,$ Footings/Piers r Monolithic Pour Forma Reinforcement in Place r :r The contractor is respons` le for providing protection from ` ezinrF p g p g r... for 48 hours following the pl ement ' of the concrete. �y R Materials for this purpose on site Foundation/Wallpour Reinforcement in Place ` TI . Foundation/Dampproofing , r " Backfill Approval : :�' Plumbing Under Slab Plumbing Vent/Vents in PlaceF'f Rough Plumbing A t.. �. Heating Rough-In �ffisulation Foundation Walls Interior R- .ty. �'�`` r `�✓�'" Foundation Walls Exterior Floors R,, r ' Walls ` Ceiling ;�,�� R- Duct work or pipinj" unheated spaces R- Proper Vent, 7 en t Framing ^" Jack Studs/Headers `7 Bracing/Bridging Joist Hangers �� Jack Posts/Main Beam. Air Infiltration Barrier h7 *es Ae• Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping . (518) 761-8256 GENERALINSPECTION REPORT Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road _ _ Queensbury,NY 12804. Arrive i1 am/pm _ Departs, a pm Inspector's Initials NAME: \ ja-Q9,1� PERMIT � ` � LOCATION: DATE: TYPE OF STRUCTURE: RECHECK j •f N/A YES NO 'COMMENTS Footings/Piers , I ' Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placements of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval f Plumbing Under Slab _-- Plumbing VentlVents in Place .% Rough Plumbing 1 H ting Rough In ( nsulation J r Foundation Walls Interior R ��' a.6 oteA N" �`'S� Foundation Walls Exterior R- Floors R Walls R- Ceiling R Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Sack Studs/Headers 4 �`f1 � BracingBridgin Joist Hangers \ Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping 1 -- GEM` RAL dlirSPRCT�Q�V REPORT (51$) 761-8256 Town of Queensbury Dept.of Community Development ate inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12844. Arrive pm ep m Inspec tor's Initia NAME; I „4 tom,:RMIT �t� . LOCATION: wr 1F�; P OL"rT= DATE.: U TYPE OF STRUCTURE: RECHECK Footings/Piers/Piers �1��_........ YES NO � COMMENTS N/A gs I Monolithic Pour Form 4y Reinforcement in Place The contractor is responsible forI providing protection from freezing for 48 hours following the placement J of the concrete. Materials for this purpose on site r� Foundation/Wallpour l' Reinforcement in Place r Foundation/Dampproofing t' ' Backfiil Approval f `, Plumbing Under Slab f Plumbing Vent/Vents in Place Rough Plumbing �, Heating Rough In Onsulation .- Foundation Walls Interior R Foundation Walls Exterior R - Floors R/— 1 Walls 12 J t Ceiling R ���-~ ��� Duct work or piping in unheated spaces CR- Proper Vent,Attic Vent Framing Jack Studs/Headers BracingBridgin 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 REPORT ( 518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road 9 Queensbury,NY 12804. Arrive In Depart ' spector's Initi NAME: ` ' C PERMIT 11 LOCATION: DATE TYPE OF STRUCTURE: r: / RECHECK N/A "YES NO COMMENTS Footings/Piers Monolithic Pour Form _ Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the plat meat of the concrete. j Materials for this purpose on ite Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing t _ Backfill Approval Plumbing Under Slab Plumbing Vent/VentstrrPl ce Rough Plumbing Heating Rough In Insulation Foundation Walls Im or R Foundation Walls Exte or R Floors - Walls - Ceiling R Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Readers BracingBridging Joist Hangers Jack Posts/Main Beam Air Infltr ion Barrier ;Fire S tion 1,2, 3,hour Lion Sealed Wall 2,3,4 hour stopping GENERAL INSFECTyfINREPORT (518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. Arrive` am/,pji,repart spector's Initia o 1 NAME: PERMIT#5;� LOCATION: C7 , arE TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers _ Monolithic Pour Form Reinforcement in Place The contractor is responsibl o providing protection from ezing . for 48 hours following the lacemen of the concrete. Materials for this purpose on 'te Foundation/Wallpaur Reinforcement in,Place Foundation/Dampp fing Backfill Approval } Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior Foundation Walls Exterior Floors R Walls R- Ceiling R- Duct work or piping in unheated spaces R- ���` Pro 'Vent, Attic ic Vent :, airing Jack Studs/Headers Bracing/Bridging Joist Hangers -�A� f��J�t`�E Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestoppmg �t_EC�P_bC� LR P—V N GENERAL INS PECTION ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. Arrive g m Depart a li,,k ect r 9 s Initials. C- 1E.IC-1 PERMIT# LOCATION: DATE: TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible fol providing protection m k iing for 48 hours following mg of the concrete. Materials for this purpose on/site Foundation/Wallpour Reinforcement inn Place 1�oundatio�aZ�W roroo Backfill Approval Plumbing Under Slab Plumbing Vent/Vents ace Rough Plumbing Heayrg,1!7h _ lati( 72 IF, Foundation Walls in or R- %C-, EAA OD Foundation Walls E)terior R- Floors R- I u Walls R- I ci Ceiling R- Duct work or piping n unheated spaces R- Proper Vent,Attic Vent Framing JackStuds/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 Firestopping_ (yENIUM INSPECTION REPORT (51.8) 761.-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road rr, Queensbury,NY 12804, Arrive l` 11 am/pm Depart am/pm Inspector's Initlal;yk -- NAME: ( ' 1 PERMIT# S LOCATION: ATE TYPE OF STIWCTM RECHECK N/A YES NO COMMENTS Footings/Piers 1 Monolithic Pour Reinforcement i Place The contract r is re ' nsible for providing pr tection om freezing for 48 hours ollowin the placement of the co ncr te. Materials for s p se on site Foundation/W llpaur Reinforcement in P Foundation/D roofing Ba i Appro umbing U r Slab Pl bin -�7en ents in Place Rough Plumbirt Heating Rough - Insulation Foundation lls Interior R Foundation W is Exterior R- Floors R Walls R- Ceiling R- Duct work or pipi in unheated spaces R- Proper Vent,Attic Vert Framing Jack Studs/Headers l Bracing/Bridging Joist Hangers Jack Pasts/Main Beam Air htfiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury / Dept,of Community Development Date inspection request received: 6 Va, -00 Building& Code Enforcement 742 Bay Road nn Queensbury,NY 12804 Arrive am/pm Depart am/pm Inspector's Initials i NAME: h SC&� PERMIT# LOCATION: DATE TYPE OF STRUCTURE: �/ RECHECK N/A YES' NO COMMENTS Footings/Piers I Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from reezm for 48 hours following th placcmc t of the concrete. Materials for this purpose of site Foundation/Wallpour Reinforcement`in Place _ Foundation/Dampprool i ng Backfill Approval_ mnbing Under b ..ems✓`j^l 1. � �' �ilr / -.f Plumbing Vent/Vents infi�j Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- L� / Duct work or piping in 30 / un ate'spaces Pro ent, Attic Vent ming 1 Jack Studs/Headers ` Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation I,2, 3, hour Penetration Scaled Fire Wall 2.3,4 hour Fi restoppi ng GENERAL INSFECTION REPORT (518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. Arrive �o P Depart anjj —) - a m rp �ep Inspector's Initials NAME; DATE PERMIT# LOCATION: TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is res'po sible for v6cO"5 6 0 p r fr providing protection m 7e ezz 1 i frthe pla ce i qace ent for 48 hours followin of the concrete. j Materials for this purpo e on site Foundation/WaIlDour Reinforcement in Plac4---/ Foundation/Dampproo n Backfill Approval._ Plumbing Under Slab Plumbing Vent/Veats j dPlace Rough Plumbing Heating Rough In Insulation Foundation Walls Hiterior R- Foundation Walls I xterior R- Floors R- Walls R- Ceiling R- Duct work or pipin in unheated spaces R- Proper Vent,Attic Ven Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Be Air Infiltration Blame I Fire Separation 1,2, hour Penetration Scaled Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT (518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. Arrive 1 Gd am/pm Depart am/pm Inspector's Initial NAME: �~ PERMIT# LOCATION: DATE : 61 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers M~�....._ Monolithic Pour Form Reinforcement in PI e The contractor is sponsible f providing pro ion from ng for 48 hours foll wing the pla ement of the concrete. - t Materials for this p se o to Foundatij nMallpo r J�'�''�` Reinforcement in P c Foundation/Dam of v lO Backfill Approval / Plumbing Under Sla -3 0 f 9 JZ 4 4AX A ZU P`"�lG✓L Plumbing Vent/Vent in Place ) Rough Plumbing ­ "aHea Rough-In u�� Foundation Walls Irate 'or R Foundation Walls Exten r R c5 413 Floors R Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent 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 Firestopping �'C3WN Of=" QU�ENSf3URY St7� L.DI NCa ,& CCSDE ENf•'CtRCf�ME2iT •'"� 742 Bny none QUEE"sau ZY NY 12804 (518) 761-8256 ARRIVE DEPl3RT c 1NSP rr"a1��r.. 7[rYs]PEGT��Cs1�7 fLE7PCtgt.� COMF3E�iC2�iL ------ MVLT=]PLE DKEL�,gRiC3 hotel. motet. apt_ coriZplex) D3�-1TE �NSPECTSC�N REQUEST RECE �TED NI1ME • TYPE OF STRUCTURE ��f�" �- FOOTINGS SACKFILL FRIl.i�l1NC3 PL,UF�38ZNG SNSUL�iT10N CHSMNEY/ " f3 " VENT/fiE 1GIiT PLUMB=N G VENT F S X TU RE S ROOF 1NC= EXTERIOR -W'IN ASH HEATSI.7G HOT WA ER nu;L I E F VALVE S FZ.00RS FO U N DAT S ON I N S U LAT S O INTEfZSOfZ STAIRS RAILSNGS 1RE DEMISE WALLS PENTf2t� TON FIRE DAMPER S CEILING FIRE S TO P P Z PIG F3RE DOORSICLOSERS EXXU! n(DC3a flF+rf?DWAFiE EXIT STAIRS RAIL S PLATFORM E L E VATO R fiANDICAPPfD ACCESS HA3�iDI CAPPED BATHS HANDICAPPED PARK S NG F=NAL ELECTRSCAL .,�� F22IAL SURVEY PLOT PLAN IF RE OK TO I S SUE C O OR C C �..F-b�"h1� 1 GENERAL INSPECTION REPORT (518) 761--8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. Arrive pal&am/pm Depart mlpm Inspector's InitiaisV NAME: PERMIT LOCATION: DATE: — — ,� TYPE OF STRUCTURE: RECHECK. N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible fort providing protectionom ing � for 48 hours following the p acement of the concrete. Materials r this purpose on ite /fQ Faundatio> allpour Reinforce men ' Place Foundation/Damppr Backfill Approval Plumbing Under Slab Plumbing Ve eats in P ace Rough Plumbing Heating Rough-In Insulation Foundation Walls Inte 'ar R- Foundation Walls Ext rior R- Floors R- Walls R- Ceiling R- Duct work or piping n unheated spaces R- Pr�per Vent,Attic Ve t Framing Jack Studs/Hea rs Bracing/Brid ' g 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 REPORT (518 ) 761--8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. Arrive am/pm Depart p Inspector's Initials - ° NAME: F 161A Till PERMIT# — LOCATION: ED�TF DATE icn — TYPE OF STRUCTURE: RECHECK v N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsi le for providing protection fin freezing for 48 hours following thi placement of the concrete. Materials for this purpose oi site Foundation/Wallpour Reinforcement in Place Foundation/Dampp oofing Backfrll Approval Plumbing Under Slab Plumbing VentlVents in Ice Rough Plumbing Heating Rough-In Insulation Foundation Walls Inte 'or R- Foundation Walls Ext rior R- Floors R- Walls R- Ceiling R- Duct work or piping n unheated spaces R- Proper Vent,Attic Ven 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 Firestopping -MAY 2 6-2000 ---- ..- Tian OF QUEEMSgURY. BUILDIIVU ACID GE - A ---- JA JA 7tZ1 Zit ©410i • 0 NE `O t 5515� A90FESS10 -- TOW ' F QUEE FAY - - BUILDING REVIEWED BY - -t — DATE 7 . .. --- . tiAIl- `� (0 4J4-) 4J 0 t� a s 4- 4. 4w to j. u u 4) Q �N tU 0 CO roIN, 0 w . LLu ] ,� 1 0cL N � � x C V) 4jCLW N v� Q 0 4- 0 Q1�� ,�, �I � ro u , e� � .0 m ro t a �, ? ,' Q LL 09 11 .OFLa; CO 'Y r-+r 004� C1.�'t q, C 4J 0 0 0. 4J 4-) 0 ., S. +) H I~ rtl tU S. O N ro (A V cU W W LL 0 tt c C>' Q �! 4�- u9� 4-) +) H V) V) ccc00c0O W m W W 0 '" V 4• u►0. N 0x 000 OYS� R� M u C C. rr N 0 4- �" 0 0 o +r�r� �r In Z LL, 0 � o f py ,° aLL 0 4.W 4J 0 M Oa 4-) 4J -P b 4) 1 Q � 4-) 4-) 110 IL .0 00 I c 4j Chef �S �S W r N Z � E u 4 04-CLOCaNWN0S `aC04) U :3zaCU •" 0 `0 z j C1 � � ..JO � V1viU}0. m� - 00NJLLLL 0uJ U. "u 0 �. NNW ot� (U7-4 " tU � 00 1 0 +J w N N 0 W lir Yip I j w I T"Z qr.. Vl i � 4.4 Y1 1 Xr. N Ui4Jo.W Qa ' N V# `q 0 a s Q} z 4- 0 Q1 fro �' ro,0 or., Sol . a� a , , HUcv „ dd - aV� cl W 0or )w �» v OX Iw -r 00Ccc �1oC41Q W J C I s~ � 04� '' ndd tt1S. �i (A is 0 0 Ir -r^-r O X IL -0 s 0 1 CW ttl �! ro Mr Q) Z ' 0ro v J �W 0.�; d'? ' , ' �r,� tib L d U �rW W • a1 Q) (Dr-W r 4J►-d r• -r- a 0 0 0 0 0 0 U, jt *r-0 �" �► (� GENERAL INSPECTION REPORT ( 518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive am/pm Depart a nw/pi a Is Inspector's Initials NAME: PERMIT LOCATION: TES TYPE TYPE OF STRUCTURE: RECHECK N/A YES NO COMME S Footings/Piers Monolithic Pour F rm In Reinforcement i Pla cc .to The contracto, is responsible for providing prot tion from freezing for 48 hours folio ing the placement of the concrete. Materials for this purpose site_ Foundation/Wallpour Reinforcement in Place— Foundation/Danippr fing emackfill Ap M:- fz. Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior Foundation Walls Exteri R- Floors R- Wal Walls Interior Wails E*.,Cri R R_ Walls R- Ceiling R- Duct work or pip' g in unheated s es R- Proper Vent, Atti Vent Framing Jack Studs caders Bracing/ ridging Joist H,ngcrS Jack osts/Main Bcam Air Infiltration Barrier Fire Separation 1,2, 3, hour Penetration Scaled Fire Wall 2. 3,4 hour Firestopping_ GENERAL INSPECTION REPORT (518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road tt Queensbury,NY 12804. Arrive am/pm Departt amipm Inspector's Initials 312-C� NAME: - G PERMIT#c2ki 1 LOCATIO DATE : c5 TYPE OF STRUCTURE: RECHECK. NIA YES NO COMIbIENTS Footings/Piers � �1' Monolit " Pour Form orcement in Place The contractor is respVfor ( � V y 8 ?,,O19� ��� providing protection for 48 hours followin of the concre ./,-, terials for thi urpo undation/Wall �-- © - Reinforcement in Place Foundation/Dampproofing Backfill Approvalf� Plumbing Under Slab LO,44 Lz-- CKA-JU6C Plumbing Vent/Vents in Place Rough Plumbing Heating Rough In Insulation �00vr�Foundation Walls InteriorR 7vUt� � , Foundation Walls Exterior R Floors R- Walls R Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam _ Air hifiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping GENERAL REPORT (518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: `4 co ob Building&Code Enforcement 742 Bay Road Queensbury,NY 2804. Arrive am/pm Depaz�s n/pm � Inspector's Initiai NAME: PERMIT# `/l LOCATION: I [� DATE : � TYPE OF STRUCTURE: z, RECHECK N/A YES NO COMMENTS Footings/Piers .�.�: Monolithic Pour Form Reinforcement in Place 'The contractor is responsible for providing protectio om freezing for 48 hours folio 'ng t placement of the concrete. Materials for this p se on si Foundation/Wallpou Reinforcement in Pl e Foundation/Damppr fing �acicfill Approval Plumbing Under lal _ Plumbing Vent/Vents i Place Rough Plumbing Heating Rough-In Insulation Foundation Walls In 'or R- Foundation Walls Ext rior R- Floors R- Walls R- Ceiling R- Duct work or piping unheated spaces R- Proper Vent, Attic Vent 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 Firestopping GENERAL INSPECTION REPORT Z)C) (518) 761-8256 Town of Queensbury Dept of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road lr Queensbury,NY 12804. Arrive am/pm DepaF--I am/ Inspector's Initials NAME: PERMIT#,2?Q00 LOCATION: DATE: TYPE OF STRUCTURE: RECHECK NIA YES NO COMMENTS Footings/Hers Monolithic Pour Form Reinforcement in Place The contractor is responsi e for providing protection fro freezing for 48 hours following t placeme n Vle or si f s L 0' freezing t r p of the concrete, hf laceme Materials for this purpose o sit Foundation/WaflpQRr Reinforcement in Place Foundation/Dampproo 1, cFill Approval -M4 WE— Plumbing Under Slab Plumbing Vent/Vents in Pla Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior Foundation Walls Exterior Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist HangersL_ Jack Posts/Main Beam Air hiffitration Barrier Fire Separation 1,2,3,hour Penetration Scaled Fire Wall 2,3,4 hour— Firestopping_ 3"3D GENERAL INSPECTION REPORT (518 ) 761=8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. Arrive : J�Departs Inspector's Ini ' s NAME: PERMIT# b LOCATION: DATE : TYPE OF STRUCTU IE: RECHECK NIA YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is respo ible or providing protection m frecz g for 48 hours followin the place nt of the concrete. Materialp for this pu se on site on/Wallpour Reinforcement in Pla Foundatio t amppro fing Backfill Ap oval Plumbing Unde Plumbing VentlVent in Place Rough Plumbing Heating Rough-In Insulation Foundation Wal Interior R Foundation Wal s Exterior R- Floors R- Walls R- Ceiling R- Duct work or.pi ing in unheated spa es R- Proper Vent,Attic ent Framing Jack Studs/Headers Bracing/Bridging Joist Haxagers Tack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 'own of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804. Arrive am/pm Depart,3 "�dn/pm Inspector's Initials 29r, NAME: Ls Pe5r- PERMIT# i/ LOCATION: 0-56�(S �e 1 DATE: l� � TYPE OF STRUCTURE: 4 RECHECK N/A YE NO COMMENTS �f?0�0'1ings/Piers %� Monolithic Pour Form Reinforcement in Place The contractor is responsible f r providing protection from ing for 48 hours fallowing the pl emen of the concrete. Materials f&this purpose on s- e Foundation�alipour Reinforcem nt in Place FoundationlDampproofing Backfill Approval Plumbing Un r Slab Plumbing Vent/Ven ccI?a e Rough Plumbing Heating Rough-In Insulation Foundation Wal;gin r R Foundation Wal 'or R- Floors R- Walls R- CeilingR- Duct work or piunheated spaR- Proper Vent, Attic Framing Jack Studs/Hea, rs BracingBridgi Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping fw A ( 518 ) 761-8256 GENERAL INSPECTION REPORT Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive am/pm Depa m Inspector's Initials am/I?" NAME: PERMIT# Ld LOCATION: DATE : TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS 1 9 j AtO 57, Monolith' ur Form Reinforcement in Place The contractor is responsi 1 for providing protection from frebzing C) 4a for 48 hours following th( placement e)U 112 0 D 9f the concrete, loc-4,) Yaterials for this purpose of site - ,P jut -RCe—inil,force-M-7i7i7PIT751T� k ?C5 L) Founddti n/Dfpproofin, 0" Backfill Appr Plumbing Under :�b:�_ Plumbing Vent/Vents in Plac Rough Plumbing Heating Rough-In Insulation Foundation Walls Interi R- Foundation Walls Extcfi r R- Floors Walls Ceiling Duct work or piping in unheated spaces Proper Vent, Attic Vent Framing____ Jack Studs/Headers_ Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3, hour Penetration Scaled Fire Wall 2. 3, 4 hour Firestopping CYT- 'L>�" G�- GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received. Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 ArriveoE-at `�m��,,.. Depa � inTns'p'ector's tnitia NAME: PERMIT# LOCATION: 9 DATE : TYPE OF STR CTURE: R RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Pla4fre.�zing The contractor is rproviding protectifor 48 hours followof the concrete. Matert for this purndation/Wallpou Reinforcement in Place Foundation/Dampproofing - - Backfill Approval Plumbing Under Slab�� Plumbing Vent/Vents iii Pla e Rough Plumbing Heating Rough-In Insulation Foundation Walls Intcr or R- V Foundation Walls Ext for R- Floors Floors R- Walls R- Ceiling R- Duct work or piping n unheated spaces R- Proper Vent, Attic Vent Framing_ Jack Studs/Headers Bracing/Bridging Joist Rangers— Jack Posts/Main Beam Air Infiltration Barrier_ Fire Separation 1,2, 3,hour Penetration Scaled Fire Wall 2, 3,4 hour Firestopping � = txj -- 2, 3_� GENERAL IM.YPECTION ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Day Road Z,$iii�w Quccnsbury,NV 12804 Arrive am/pm Depart —_ a prn Inspector's Initials 3 NAME: PERMIT# 60 //51 LOCATI N: DATE : TYPE OF STRUCTURE: RECHECK N/A_YE/NO COMMENTS Pier olith our Form Reinforcement in Place The contractor is responsible for providing protection from frea ing . I V for 48 hours following the pl' eme t of the concrete. MaterialOor this purpose on ite Foundation/Wallpour— Reinforcci nt in Place pr oviding 0 0 r-g u co ncrete. -p r cr s n/ r c I z 0 f t i I t 0 e s I pr otection fol lowing purpose v n pot I r in rpo f g s rom tl e 0 f p r e c I tf_Ang eme t I en tin 4Pla c t in Foundation/ rooffin 1 Backfill Approval Plumbing'Under Slab Vent/Vents UVents in Face Plumbing Vent/Vents in lace-- Rough Plumbing—_____ Heating Rough-In_ Insulation Foundation Walls Int(rior R- Foundation Walls Est rior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers— Bracing/Bridging Joist Hangers Jack Posts/Main Bcam_-- Air Infiltration Barrier__ FireSeparation 1, 2, 3,hour Penetration Scaled FireWall 2, 3,4 hour Fircstopping s 4 ' b-07-2000 12:20PM FROM STEVESINACEfMILLER 518 792 8511 P_ 2 NACE ENGINEERING, P.C. 37 Chester Street, Glens Falls,'NY 12801 Phone-518-7454400 Fax -518492-85I1 March 27,'2000 Job##47-294: Mr. Chris Round d Town of Queensbury Planning Dept., 742 Bay Road Queensbury,NY 12804 Re: Site Plan-No.' 14-00 Sutton Restaurant Dear Chris; Steve Sutton informed me that in planning the interior layciixt for his proposed restaurant he finds -that he needs to expand the kitchen area. He proposes to do this by extending the kitchen area 6' to . the south and'4' to the';,xiest. The total floor area=of the expansion is 245 square.feet. The expausion is shown on the enclosed site plan. The site-.data portion of the plan has been revised to reflect this change. This expansion of the building will lie into areas previously shown as new deck. Since this deck was . considered.as'-building area for purposes of the.zoning- variance and the calculation of parking requirements, utilizing a portion of that deck for building should not have any negative effect on the -prior approvals.' In fact, the reduction of deck space for dining will slightly reduce the parking requirements.' Please call me if you;have any questions.- Sincerely, Thomas W. Nace,P.E. cc: Steve Sutton ; UU11 IRO WEAL11t hLEL I KILAL 11WEL HU11 XXVIU911%, Main Office 176 Doe Run Road - Manheim, PA 1754 MUNICIPAL CERTIFICATE f. ELECTRICAL APPROVAL Panel Board Cut-in Card No,}}iiiiNll{11//i/i +111..111NNi! No 69,373 oft 4 C6Z 0 n e r i#of t 6 1110 1} � i}}.ti #i r#ifIti1 #!# i u u of ftu##}##.#I.ii f 11 oft##iffiEii}io 6#6iauu#i.#uM#ill}11 (� i j� ` I�oc tlon.#t#1t#liitl}{N {!f{11.{ii iittloff uuti##fuf11}}N1/Napilt}iNf}##II.t1!{Ii..•{#ta{iiH/i1N.i.#.#.I....itati iifi#ii#t.f##1#}irA LL l illififll#{.INfi1H! t InstallationConsisting Of.; #..1 #1if 11#i Nllti.tNiii.1i.11i fN1.11Hifti##1 Mi1111.{#..ii{ti.iM #fiftf 111Ni!l.lfi#1111111111}iilNtt# 11#I/tHiii dgv, t4 n� t fit if # fifltii#F# i f1.#li 1 /411% 11liii p}I+t 111#1.1.1.111# f#flili#1ii...fflNtff l}H!{+ifiiff flifff#{#)s$ CPe&tu {#{f fff#i!f if{#}111111 +i i{ifiH {{{Its!#}t}ft11}}}I it11111}HNII .i 11lf#i 1#!i'l ifliiii 1#.iiiif.# stillfflfl#tilill tlf+ff+flf{IIIit11•flf.If..i#!11#fi##11 10i4111 Installed Lie# No. f.fl..#.#f#1t#ilftifl##ffitii#1t111illlt}1/iitli/# The conditions following governed the issuance of this certificate, and any certificate previously issued i cancelled. This certificate onlycovers the electrical equipment and installation conditions as of date. Ton the introduction of additional equipment or alterations, application shall be promptly made for inspection, Inspectors of this Company shall have the privilege of making inspections at any time, and if its rules are violated, the Company shall have the right to revoke this certificates ateiitl.fH.itff.frf#!t!}iliifiliNfiltflfiilfiillitl INSPECTOR +#f#+tH+1 Hi.IiNftHit..Nlfi..tfi.IH.i.ilifi.flitiiiiffifiifil{ii..if i##f lffilf ifi1ii11N•! Member N.F.P.A+,LA E.I# C? G► o .. o 0 o 0 0 0 D -- , O p © p p a Q a a a Si � ° 0 " ° ZUBBER HOSE FRICTION GUARD GUY WIRE 3" dia. CEDAR 5TAKE5 B ft LONG 3" SHREDDED BARK MULCH 3" HIGH SAUCER AMENDED PLANTING SOIL NOTES TREES 3" GAUPER AND LESS SHALL BE STAKED AS TREE PLANTING DETAIL SHOWN USING THREE STAKES NOT TO SCALE 3" SHREDDED BARK MULCH 3" HIGH SAUCER AMENDED PLANTING 50L 51 W5 PLANTING DETAIL NOT TO SCALE PLANT L15T SYM BOTANICAL NAME COMMON NAME MUra SPACING VARIES SEE PLANTING PLAN 2" FINE SHREDDED BARK MULCH 3" SOIL SAUCER AMENDED PLANTING SOL NOTES THIS DETAIL SHALL APPLY TO ALL GROUND COVER. PERENNIAL BED MEPARATION PERENNIAL and ANNUAL BEDS. NOT TO SCALE IN I � \ IPF �A 1 ~ ''+ LAWN ` < i EXISTING TREES TO REMAIN 1-8J i TOPSOIL AND SEED , 8-AST LAWN 5-AW ! 1-5G • , 4-RO NOTES 1. PROTECT EXISTING TREES INDICATED TO REMAIN FROM SKINNING AND FLUNG AROUND BASE. 2. THE CONTRACTOR SHALL INSTALL 4" TOPSOL IN LAWN AREAS AND 9" TOPSOIL N PLANT BEDS AND ROUGH GRADE. THE CONTRACTOR WILL PROVIDE FINE GRADING AND ALL 50L AMENDMENTS. 3. AREAS INDICATED AS LAWN SHALL BE SEEDED WITH LOFT'$ TRIPLEX GENERAL MIX. OR APPROVED MIX. AT A RATE OF 5bs PER 1000 sf. STARTER FERTILIZER C5-10-5) AT 40 Ibs. PER 1.000 sf AND MULCHED WITH STRAW OR HYDROSEEDED. 4. PLANTING 50L FOR BACKFLL OF NEW PLANTS AND PREPARATION OF PLANT BEDS SHALL BE A MIXTURE OF 1 PART TOPSOIL, 1 PART COMPOSTED MANURE. 1 PART PEAT MOSS AND 5-10-5 FERTILIZER AT 1 Ib per 20 sf. 5. MULCH FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK. FREE OF WOOD CHIPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL. G. MULCH FOR PERENNIALS SHALL BE FINE SHREDDED BARK. FREE OF WOOD CHIPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL. 7. THE CONTRACTOR SHALL INSTALL ALL PLANTING N STRICT ACCORDANCE WITH THE STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. EXISTING TREES TO REMAIN / v L_ —�---_ -4� , ` �. } IPF i / I' FIEI.p LOC44TE TO PRO"DE "FILL I FOR EXISTNG Nd TURAI BUFFER iEXISTINGTO _ S AIN 7-EG / TOPSOIL AND SEED VISO ' 6-ST G-AW 1.;$D a ANNUALS L ' 3-PJ— • IN 3-KL 5 n DECORATIVE LIGHT FIXTURE CTYP.) __ D. ; LAWN ° ANNUALS \ -' i — ' 1` _ -AW _..._ _._ ._. ' ; • n ..._..LAWN• ...._....._...._ a -?-WP2 — 2-50 ` '- 1-Pl _ EXISTING BUILDING ='.- .-_ .. _ ._ � W . _..... _..._.... REMARKS I —� ANNUALS 1--WP2 Sm ACER SACCHARLIM SUGAR MAPLE 2 1 3 - 3.5 in CAL B + B PF MALUS FRAME FIRE PRAIRIE FIRE CRABAPPLE 1 2 - 2.5 In CAL B + B SD MALUS SNOWDRIFT SNOWDRIFT CRABAPPLE 2 2 - 2.5 in CAL B + B HL GLEDITSIA TR. HE. 5HADEMASTER 5HADEMA5TER HONEY LOCUST 2 2 - 2.5 in GAL B + B BJ BETUL.A JACMONTI HMALAYLAN BIRCH 2 8 - 10, HT B + B. MULTI -STEM CLUMP CH T5UGA CANADENSIS CANADIAN HEMLOCK 1 4 - 5' HT B + B WP1 PNUS STROBUS EASTERN WHITE FINE 2 7 - 8' HT B + B WP2 PNUS STROBUS EASTERN WHITE PINE 19 4 - 5' HT B + B annuoa KL SYRNGA MEYERI DWARF KOREAN UL.AC 5 30 - 3G In B + B WE EUONYMUS ALATUS GOMPACTA DWARF WINGED EUONYMUS G 30 - 3G in B + B UY TAXUS CUSPIDATA CAPITATA PYRAMIDAL JAPANESE YEW 2 30 - 3G in B + B SG PRUNUS C45TENA REDLEAF SAND CHERRY 5 4 - 5' HT B + B RG BERBERI5 THUN. ROSE GLOW ROSE GLOW JAP. BARBERRY 5 24 - 30 in B + B AW SPIREA BUMALDA ANTHONY WATERER ANTHONY WATERER SPIREA 25 3 gal CONTAINER GROWN PJ RHODODENDRON PJM PJM RHODODENDRON 11 30 - 36 in B + B RO RHODODENDRON ENGLISH ROSEUM ENG. ROSEUM RHODODENDRON G 30 - 3G in B + B RA RHODODENDRON CAT. ALBUM WHITE CAT. RHODODENDRON 3 30 - 36 in B + B GG LEX MESERVEAE CHINA GIB. CHINA GIRL HOLLY 4 24 - 30 In CONTAINER GROWN GF BERBERIS THUM CRIMSON PIGMY CRIMSON PIGMY BARBERRY 11 3 gal. CONTAINER GROWN PS SPIREA JAPONICA LITTLE PRNCE$$ LITTLE PRINCESS SMA 9 3 gal. CONTAINER GROWN GT GOTONEASTER ADPRESSA PRAECOX EARLY GOTONEASTER 8 3 gal. CONTAINER GROWN EG EUONYMUS FORTUNEI EMERALD GAITY EMERALD GAITY EUONYMUS 7 3 gd. CONTAINER GROWN 1 JV r."I N ■om V AST ASTLBE JAPONICA FANAL ASTLBE 'FANAL' 33 1 GAL RED VAR.. PLANT 24" oo DL HEM EROCALUS - 3 VARIETIES DAYLLY - Pw/RED VARIETIES 25 1 GAL EQUAL. MXo EARLY. MID + LATE VAR. ST HEMEROCALUS STELLA-D-ORO STELLA D ORO DAYLLY 1G 1 GAL ANNUALSAN Nu& BEDS TO BE CHANGED SEASONALLY. VARIETIES BY OWNER CONCRETE WALK — .. _ .. — .. — . . LAWN (D OUSTING CO -WX APRON — J NEW PORK STATE ROUTE 9 CONORM APRON LAWN � � 1 a EXISTING PINES TO REMAIN 1 2-WP2 EXISTING EVERGREENS ON BANK OF DETENTION BASIN a L) s m� 4 W 4 U A w a E E z b � z w 0 z� in, O to Cq b a cd z �� C E—, 0 co a o w 4-4 acoo Qi 0 w H Wyy � Fi-i a o w O eN r r{ O� O 00 Cq O O Q' •o +; ° a fJ1 4) ttoo WOCY co a d Landscape Plan amw r-w De* ,Iw%mry A 2= Revfelons SP-3 J08 002M mww 3 of 3 0 TOOLED SCORE JOINT. SEE PLAN. 5' oc NOMINAL c--EXPANSION JOINT SEE PLAN. 25' or, max BROOM FINISH PERPENDICULAR TO WALK DIRECTION " 3jZ TOOLED EDGE. 1/4' RADIUS On CROSS SLOPE- 1/8" TO 1/4" per FOOT (MAX 5/8" per ft.) BROOM FINISH SURFACE TYPICAL PERPENDICULAR TO WALK TOOLED SCORE JOINT EXPANSION JOINT R. 1/2" DEEP 3/8" COMPRESSIBLE FILLER WITH ZIP STRIP + SEALANT GXGXG/G WWF TOOL BOTH EDGES TOP OF SEALANT 1/2" BELOW FIN. GONG. . -• • a ° . • •.' . • 4.000 psi CONCRETE U1 ° a c :�:•• :bg' q .�}o.' GRANULAR SUBBASE e NYS DOT SECT. 304. TYPE 4 ,A COMPACT TO 957. STD FROG 5UBGRADE COMPACTED TO 90% STANDARD PROCTOR =,noN GONGRETE WALK GRADE AT UNPAVED AREAS RE5TORE TURF —- — EXCAVATE TRENCH WIDTH MINIMUM WIDTH EQUAL 04 TO PIPE PLUS 2.0 FT. U in NOT TO SCALE MACHINE BACKFILL W/ NATIVE MATERIAL COMPACT IN 1'-0" LIFTS C4" MAX. 51ZE3 TO 95% MODIFIED PROCTOR SELECT GRANULAR MATERIAL C1007. O PASSING 2") TO 18" ABOVE PPE. HAND BACKFI.L. G" LIFT. PIPE j I BEDDING G" DEPTH. SAND. GRAVEL OR CRUSHED STONE CTO 1-1/2") raVfty— ry r► A% 1 A TI #0%k 1 1 Q A r` WC'II I n="T A II NOT TO SLOPE ••••••••• LEVELING RING IF REQUIRED G" WIDE PAINT �l STRIPING Ctyp.) b Lk INTERNATIONAL. N 5YM ISOL OF ACGESSOTY Ctyp) of EAGH 5PALE O► 9' oc S' oo TYPICAL PARKNG SPACE NOTEe ALL HC STRIPING AND MARKING SHALL BE LIGHT BLUE ACCESSIBLE PARKING DETAIL ,r-- HEAVY DUTY CAST RON FRAME and GRATE CAMPBELL FOUNDRY AF0-1009 OR APPROVED EQUAL WRAP GRATE WITH FITER FABRIC UNTIL LAWN 15 E51A81.15HED. ... , INSTALL MAY BALE DAM AROUND GRATE I'll/,,""' LAWN 15 ESTABLISHED. UNTIL SLOPE FINISHED GRADE IiIIIIINIINIIIIIIIIII 8 Inch PRECAST TRAFFIC COVER PRECAST CONCRETE DRYWELL - G ft DIAMETER FORT MILLER OR EQUAL PRECAST FOOTING VARIES O 0�0 " L � 1 00 0 O i >c) c sue_ �" rco� . • 1'-O' min 8'-0" min G f t DIAMETER DRYWELL NOT TO GEOTEXTI_E FABRIC ALL AROUND STONE ENVELOPE G" W®E DIAGONAL STRIPING at 1S" m and 30' TO FACE OF CURB Ctyp)> 8' oc .Eo 1 1/2" TOP COURSE ASPHALT 2" BINDER COURSE ASPHALT GRANULAR SUBBASE COURSE NYS DOT SECT. 304. TYPE 4 COMPACTED TO 95Z 57D. PROCTOR 5UBGRADE COMPACTED TO 907. STANDARD PROCTOR ASPHALT PAVEMENT PARKING LOTS N.M. # 94 ELEV. = 93.37' NOT TO SCALE LAWN EXPANSION JOINT — DETECTABLE TEXTURE WARNING Sz --TRANSITION 1/4" REVEAL CURB max 4, -0.. 6" CURB 3 �.. min PE'DE 5TRIAN CURB RAMP NOT TO SCALE ;GEND: N PIPE POUND N ROD POUND 'FED IRON ROD FOUND fCH BA51N .EPHONE MANHOLE )RANT TER VALVE JCE LINE N THE CONTRACTOR SHALL LAYOUT ALL PROPOSED LOCATIONS AND GRADES IN THE FIELD PRIOR TO COMMENCING WORK. ANY DISCREPANCIES BETWEEN ACTUAL FIELD VERIFICATION AND THE5E DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL FIVE GRADE AND SEED ALL DISTURBED AREAS AS SOON AS POSSIBLE. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN ER05ION AND SEDIMENT CONTROL AS PRINTED BY THE EMPIRE STATE CHAPTER $OIL AND WATER CONSERVATION 5OCIETY. b S cn Iola cat U -+ cn ., E, z E5 W „ z rn Oa° z w ~a' U z m m � CAI A U a � z Ew-4 V� H Ix wFA U o z w PQ z1; ,, w �. ..r O in iq Po >ti o a � z vn w P.4� E-4 .0 M a o . m d) Oft Pa C- 4-4 Q. P4 �1 O O 4i O 4 s~ O Od+ r rl 0 O °B cq O r^ O rn ,Q 0PA 04 M o cr a e� U a d Grading Drainage Plan �fri1V' 1 —L.N Daisy Ja wo" A Z000 SP-2 JOB #,am Shoot 2 of 3 GB-10 INLET SEWER 1/4' PER FOOT------+- 4'PVG BAFFLE 000000 PROVIDE 3' SAND OR ---Oo 0000 0O PEA GRAVEL UNDER TANK FINISH GRADE LIGHT DUTY MANHOLE FRAME AND COVER CTYPJ SYRACUSE CASTINGS #13045 OR EQUAL CONCRETE EXTEN51ON RINGS AS REQUIRED (TYP.) 4'PVC OUTLET SEWER 1.500 GAL. GREASE TRAP BY FORT MILLER OR EQUAL IS00 6AL. GREASE TR,hP END VIEW NOTES1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES TO BE PLACED ON FIRM. COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE. G' OF CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. ALL JOINTS SHALL BE 5EALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED BEFORE BACKFI.LING THE TANK. SEPTIC 5Y5TEM DE516N DESIGN FLOW - RESTAURANT WILL. USE DISPOSABLE DISHES + UTINSI.S ONLY WATER USE WILL Be RESTROOM5 + KITCHEN WASH-UP. BASED ON PUBLISHED REFERENCES USE 8 GALLONS PER DAY PER SEAT - 500 GALLONS / DAY GREASE TRAP - BASED ON NYSDEG STDS. NEED MIN. 1.280 GAL TANK. USE 1.500 GAL. FORT MILLER GREASE TRAP. SEPTIC TANK - BASED ON NYSDEC STDS. NEED 1.200 GAL. TANK USE L500 GAL. FORT MILLER TANK SEEPAGE PITS - 1 TO 5 MINUTE PERCOLATION RATE - 1.2 GAL/DAY/SQ.FT. 500 GAL/DAY + 1.2 GAL/DAY/SQ.FT. - 667 SQ.FT. REQUIRED - USE 3 SEEPAGE PITS EACH WITH 7' EFFECTIVE DEPTH AND 10' EFFECTIVE DIAMETER = 660 SQ.FT. CONCRETE OR STONE MARKER RECOMMENDED ABOVE ALL BURRIED COVERS. N PAVED AREAS. RECORD MEASURED TIES TO COVERS. MIN. SLOPE 1/4' PER FOOT L500 GAL. SEPTIC TANK BY FORT MILLER OR APPROXIMATE FINISH GRADE INLET + OUTLE BAFFLES :x E� MINIMUM 2x WIDTH MAXIMUM 4x WIDTH PROVIDE GRA EL UNDER TAW !-� c°ccd' oo PEA,�EETIG TAW PRECAST COVER INPAVED AREAS COVERS SHALL BE DESIGNED FOR TRAFFIC LOADING CH-20) 'RECAST CONCRETE DYWELL ' ORT MILLER OR EQUAL EQUALIZATION PIPE O ADJACENT PIT. PE TO BE LAID LEVEL. PRECAST PING FOOTING 2 1/2 ' hW. SIZE CRUSHED STONE C4A) FOR ANNUTAR SPACE + FOOTING SEEPA6E FIT 1. ALL UNITS SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVELENT. 3. SEPTIC TANKS & ORYWELLS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. LIGHT DUTY MANHOLE FRAME AND COVER CTYP.) SYRACUSE CA5TNG5 #1304B OR EQUAL INLET BAFFLE CONCRETE EXTENSION RINGS AS REQUIRED CTYPJ _ N. SL E 1/8' PER FOOT N.T.S. I�00 GALLON SEPTIC TANK NOTES1.ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES TO BE PLACED ON FIRM. COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE. CRUSHED STONE SMALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. SEPTIC TANKS INSTALLED N TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. 501L5 DATA BASED ON SOILS TESTING ON ADJACENT PROPERTIES. SOILS ON THE SITE ARE DEEP WELL DRAINED WINDSOR SANDS. DEPTH TO GROUNDWATER 15 GREATER THAN 10 FEET AND PERCOLATION RATES ARE L£55 THAN 1 NCH IN 5 MINUTES SITE NOTES THE CONTRACTOR SHALL LAYOUT ALL PROPOSED LOCATIONS AND GRADES IN THE FIELD PRIOR TO COMMENCING WORK. ANY DISCREPANCIES BETWEEN ACTUAL FIELD VERIFICATION AND THESE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL FINE GRADE AND SEED ALL DISTURBED AREAS AS SOON A5 P0555LE. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL AS PRINTED BY THE EMPIRE STATE CHAPTER $OIL AND WATER CONSERVATION SOCIETY. CONCRETE WALK CONCRETE OR STONE MARKER ABOVE ALL BURRED COVERS RECOMMENDED. 12' M. COVER OVER ALL STRUCTURES #1 DISTRIBUTION BOX BY FORT MILLER OR EQUAL fuL a ALL OUTLET INVERTS waao�TO BE SET AT PEA EXACTLY THE SAME A ELEVATION. DISTRIBUTION BOX USE OF SPEED LEVELERS N.T.S. SITE DATA TAX MAP No. G8-1-10 LOT AREAo 42.4% sf = O.gq acres ZONED MC -IA SITE 15 SERVED BY MUNICIPAL WATER EXISTING WATER SERVICE WILL BE MAINTAINED. NEW ON -SITE SEPTIC SYSTEM WILL. BE CONSTRLICTED AND EXISTING SEPTIC SYSTEM WILL BE ABANDON EXISTING LOT COVERAGE BUILDINGo 1.G35 sf - 3.8Z PAVED AREAS, 4.828 sf - 11.2Z PERMEABLE AREAS 3G.528 sf 85.OZ PROPOSED LOT COVERAGE BUI.DINGs 1.880sf 4.4Z NEW DECKS 1.g25sf 4.5Z PAVED AREAS, 23.262sf 54.12 PERMEABLE AREA, 15.g24 sf = 37.OZ PARKING REQUIRED RESTAURANT - 1 SPACE PER 100 SF CNC. DECKS OR 1 PER EACH 4 SEATS + 1 PER EVERY 2 EMPLOYEES = 42 SPACES REQUIRED PARKING PROVIDED = 4g SPACES SETBACKS - REQUIRED - EXISTING - PROPOSED FRONT (WE5T)+ 75 ft 57.68 ft 57.G8 ft SIDE CNORTH)= 20 ft 13.4g ft 13.4g ft SIDE CSOUTH)s 30 ft 110.g1 ft g8 ft REAR CEAST)s 25 ft 124.3G ft 98 ft SEPTIC SYSTEM DRYWELL 10' EFFECTIVE DIA. X 7' EFFECTIVE DEPTH IPF CSEE DETAI_S3 521 92 '00'E 7 � 1 4"DIA. EQUALIZATIO J U� PIPE CTYP --- B ING ETBACK = I I LINE (TYP.) - i t►.I � I 17 o 4 , I W O t t 0 AREA z \3 42.991 sq.ft. I a 0.99 acres 1,500 GAL. GREASE TRAP SEE DETAIL I I FENCED DUMPSTER ENCLOSURE CIRF I� YELD U u 1 � O DISTRIBUTION O BOX 1.500 GAL. SEPTIC TANK O SEE DETAIL I O O PROP05ED ADDITION TO BUILDING FOOTPRINT NEW DECK CDEDUCT5 FROM 5 + PREVIOUS DECK AREA) .. ifi .... _....._. is .....mot , _...;_.. if _ LINE OF EXIST. BUILDING EXISTING BUILDING'' -- / FIN. FLR. 93.01, / "- F.F.=93.01' f _.. 13.49' •• - PAINTED DIRECnONAI_ ARROWS (TIP) : I w __.. _. h . EXISTING WATER - - SERVICE TO BE MAINTAINED 3 ` 194.85' T TF=93.00' XISTING COS APRONWALK NEW YORK DECORATIVE LIGHT FIXTURE CTYPJ ft2g ------------- �---- 98' zO. 110.91, TYP. ±45_ d qo � - R5' HC PARKIN SIGNS N20, 5400'W\ CON C" APRON / EXISTING ROUTE q CURB CUTS TF-91.061 TO BE MAINTAINED STA'm ROUTE BM NAIL IN UTILITY POLE N.M. # 94 ELEV. = 93.37' c N v IRF DATUM ASSUMED CONTOUR INTERVAL = 1 FOOT N,_ Lia N 0 SiteU. • ` cn S41 y'I E-4 C12 LOCATION MAP LEGEND: 1 .. .., .r z z U z a 5� p� W� �a a U � isr w � H � a H � v z � o z� + w W A U� zell t� 0IPF = IRON PIPE FOUND 0IRF = IRON ROD FOUND 0CIRF = CAPPED IRON ROD FOUND O CB = CATCH BA51N QT = TELEPHONE MANHOLE = HYDRANT D4 = WATER VALVE o = FENCE LINE -�- = SIGN MAP REFERENCE: MAP OF A SURVEY OF LOTS 55 + 5G MONTRAY HEIGHT5 OWNED BY THOMA5 MURPHY DATED, JANUARY 7. 19GG BY- JOHN B. VAN DU5EN MAP OF LAND5 OF VERA TWITCHELL DATED, OCTOBER 15. 1957 BY, A.J. LANFEAR 0 Co Cq �d 0 a m � z Eli Ilk w ; sA V -4 4p" w �M C O U .�•1 E-4 W Ise O V1 o C co a p 0 O D m y O � +i v a Si&te Utility Plan BCala i-2a' Data Jw#m y 2Q, 2000 Revidora SP I JOB 447264 St" 1 of 3 u