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2003-689 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20030689 Date Issued: Tuesday,August 17,2004 This is to certify that work.requested to be done as shown by Permit Number 'P20030689 has been completed.. Tax Map Number: 523400-302-006-0001-052-000-0000 Location: 740 UPPER GLEN St Owner: ROARING BROOK LLC Applicant: VALVOLINE INSTANT OIL CHANGE This structure may be occupied as a: By Order of Town Board Commercial Addition TOWN OF QUEENSBURX Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-5201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030689 Application Number: A20030689 Tax Map No: 523400-302-006-0001-052-000-0000 Permission is hereby granted to: VALVOL NE INSTANT Off C;HANGIF For property located at:- - 750 UPPER GLEN St in the Town of Queensbury;to construct or place at the above location in accordance with application together,with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance' Type of Construction Value Owner Address: ROARING BROOK LLG VALVOLINE INSTANT OIL CH: Commercial Addition $10;000.00 SECOND FLOOR Total Value $10,000.00 1082 FARMINGTON Ave STE 1801 BRISTOL, CT'06010 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2003-689 VALVOLINEINSTANT OIL, CHANGE 125 SQ FT COMMERCIAL ADDITION AS PER PLOT PLAN SPECIFICATIONS AV 87-2003 Approved 11/19/2003 ZBA $100.00 PERMIT FEE PAID-THIS PERMIT EXPIRES:- Wednesday,January 26, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To Queens January 26,2004 SIGNED BY for the Town of Queensbury. Director of Budding gr Code nforcement Building Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 s A permit roust be obtained before beginning construction. permit File No.0(L r3'"0 _r No inspection will be made until applicant has received a Fee Paid $ 'CJ valid building permit. All applicants' spaces on this Rec.Fee'Paid $ application must be completed and must appear on the : application form. Reviewed By . Applicant: Owner•^ L Ca1�, Address: / 14f.� /�C - C_ff� Ca Address: � ,7�ys- Phone# Property Location. Loth mbar: 5�=ax J/? SubdivisionName• „ L Map Number o New Building: residence /commercial 'Estimated Market Value of Construction: $ Be, ,z�-, Addition: residence commercial If an Addition,what will use of new addition be? a Alteration: rosidence/ commercial . Uj7Gjj,� E�jS�i<<1Gi 0 No change to Wderior size: residence/com'1 0 Other work(describe } Check OccupancyWormation . I't Floor 2" Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet a . Single family dwelling a Two AmIly dwelling a Townhouse a Multifamily dwelling #of units a OfCic6. _ o Mercantile a Maaufacturin a 1 oar detached garage a 2 car detached garage a 3 car detached garage 0 1 car attached garage 0 2 car attached garage a 3 car attached garage a Storage building- commerciai 0 Storage building.- residential a Other What is the proposed heightof the structure-`` ^�' feet Inches, Will any second-hand or ungraded lumber be used? If so,for what? ftlr� Type of Heating System: electric/ oil f, gas/wood %forced hot.air I baseboard 1 other: 1V1e r✓Z= Number of Ftrenitices to be installed- AdAle- Number of Woodstdves to be installed �� List below the persons)responsible for supervision of work as regards to building codes: Name Address- Phone Number Builder ,f; Plumber Q" Mason Electrician Declaration: please sign below.after you have carefully read the statement:. To the best of my knowledge the statements contained in this application;together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building.Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that 1/we shall submit;prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or actor of Building and Codes,an_AA.Built Survey by a licensed surveyor;drawn to scale,showing actual location of xiaw Orr Signature: ��. owner,owner's ag arc t,contractor Building-Perm it Application Town'of Queensbury-'Dept of Community Development,742 Bay Road,Queensbury,NY " (518)761-8256 A pen-nit must be obtained before beginning construction. Permit File No. �t?tJ3-��� No inspection will be made until applicant has received a - Fee Paid $ valid building permit. All applicants' spaces on this . Rec.Fee Paid !�� application must be completed and must appear on the Reviewed By: application form. Applicant: V-A4v-.(;ne_- 61 Owner: (g 6,Ao,- Om sac-, s : Address: ?Sv ,n to r. Sr►_ Address:- -J are =4 AA nL-,= Phone#( ff) -NS-- 173 ti Phone# Property Location: Lot Number:11 / House Number�S Subdivision Name: Tax Map Ntrm]6er 3,0 D. 6 6 -!1. y a New Building: residence t commc 'al Estimated Market Value of Construction: $ ld C)oC> ddition: residence) cia i dOr Alteration: residence 1 If an Addition,what will use of new addition be? s0 No change to exterior size: residence/com'1 •3 �h n Other work(describe } Check Occupancyinformation 1' Floor 2a Floor Other floor Total Below sq.ft. sq4 ft. sq.fL Square Feet y, .Single family dwelling a Two family dwelling T T E d Townhouse o Multifamily dwelling AUU Z _ 3 #of units a Office 1 UINN Ur IL,1U1.=1M,--3,0U.11 O Mercantile O hUnufacturin 0 1 ear detached garage.__. �... 0 2 car detached garage v 3 car detached garage o I car attached garage 0 2 car attached garage of 3 car attached garage al. Storage building- 4 commercial 0 Storage'building residential of Other P or What is the proposed height of the structure 15` feet inches Will any second-hand or ungraded lumber be used? If so,for what?- N-t3 Type of Heating System: electric/ oil / gas wood /forced hot air/. baseboard/other: Number of Flreplaces to be installed N XN Number of Woodstoves to be installed 0 List below the person(s)responsible for supervision of work as regards to building codes: - Builder Plumber: Mason Electrician Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the'plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or.noted,and that such work is authorized by the owner. Further,it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,.as requested by the Zoning Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all ne construction; Signature ` E��✓/UL owner,owner's agent,architect;contractor i , Commercial Final;Inspection Report . c� Office No.: (518)761-8256 Date Inspection re st r ceiv Queensbury Building&Code Enforcement Arrive: a p epart an m 742 Bay Road,Queensbury,NY 12804 Inspector's Iiiiti s: NAME: —��^ Y` -��, r�vlL 'ERMIT 3 LOCATION: ATE: i COMMENTS: Y N NA Chimne /"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads Il" Vestibules For Exit doors>3000 s .ft. All Doors 36 in.w Lever.Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18")Above Grade Floor Bathroom Watertight/Other.Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum :Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oi1*Fumace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors . > 10%> 1000 s . ft. 1/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors 'Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required ; Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 3611 Handicapped Ram /Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if re . As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20' wide May To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc q Town of Queensbury Fire Marshals Office 742 say Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518)745-4437 Fire Marshals Inspection Report Request SCHEDULE s Received: Permit#_{ INSPECTION ON: 'l1 Name: V C1 V()L1 t � ��5�� � 0 �—A1 2- AM PM NYTIME Location: �'S %�`y "� APPROVED N IA YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT-SIGN—NORMAL EXIT SIGN-BATTERY Xrl - EMERGENCY LIGHTING x I FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER p, , INSPECTION j FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM ` FIRE ALARM -FAN SHUTDOWN ) , FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN C'1� FIRE SUPPRESSION—GAS / lJ ISLAND f HOOD INSTALLATION I INTERIOR FINISHES STORAGE y COMPRESSED GAS V - "' CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE—UTILITY ROOMS A NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN OK THIS DATE JZRZ NOlt OK INSP TE BY COMDEVICHRISJNVORDILETTERS20011FIRE MARSHALI NS PECTIONREPORT11022009 WHITE—BUILDING DEPARTMENT COPY YELLOW— CUPANT COPY ' MIDDLE DEPARTMENT INSPECTION AGENCY, INC. Nxlc a that the electrical wiring to the electricai equipment listed below has been examined and is approved as being in accord with the National Electrical Cade, applicable governmental, utility and Agency rules.in effect on the date noted below and is issued subject to the following conditions. Owner: Valvoline r Date: 04/30/2.004 1 Occupant: Unknown Location: 750 Glen St. Queensbury, Warren Co. NY Occupancy: Non—Residential Applicant T & J Electrical ry 636 Second Avenue 'Troy, NY 12182VI t��u �f i •1 ''. Raymond `A,. Novak o - - - 001a7621323ryaE M Equipment: 200 - Amp. Se",rviceEquipment 4 0; 200 Amp. Panel =r 3 e r113ell y,4 This certificate applies to the electrical'wiring to the electrical equipment listed' immediately null and void. This certificate applies only to the use,occupancy and 'above and the installation inspected as of the above noted date based on a visual' ownership as indicated herein. Upon a change in the use,occupancy or ownership inspection. No warranty is expressed"or implied as to the mechanical safety,effi- of the property indicated above,this certificate shall,be immediately null"and void. ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions, be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department system to which this certificate applies be altered in any way,including but not limit- Inspection Agency, Inc. An application for inspection must be submitted to Middle ed to,the introduction of additional'electrical equipment and/or the replacement'of Department Inspection Agency,•Inc. to initiate the inspection and revalidation any of the components installed as of the above noted date,this certificate shall be process. A fee will be charged for this service. Foundation Inspection Report Office No. (518)761-8256 Date Inspection re st r ei 'd- Queensbury Building&Code Enforcement Arrive: pm Depart: am/pm 742 Bay Rd.,Queensbury,.NY 12804 Inspector's Initi NAME: RMIT#: LOCATION: INSPECT ON: Y_0 TYPE OF STRUC6 Comments A Y N N/A 0 s 4s Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours fbAowing the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior f Exterior R- Rough Grade 6 inch drop within 10 ft. L-\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection re st rec h: Ze, Queensbury Building&Code Enforcement Arrive: ;. p Depart: 742 Bay Rd,, Queensbury,NY 12804 Inspector's Initia s., NAME: SN'z\U A V� ERMIT#: 7—C�—(oRB LOCATION: C 1 V--kj INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Of Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemfngway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: t Queensbury Building&Code Enforcement Arrive: `y' U am/pm Depart. am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: .1 7' NAME: t/�Gl,,� C--ftRMTT#: LOCATION: SZ7 Z INSPECT ON: t GU TYPE OF STRUCTURE: .-- Comments AV 0-0�(2)3 Y N N/A �� t r/l g1d-Gu 3 Footings Piers o ithic ` Rein orcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this plEpose on site. ' Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior 1 Exterior R- Rough Grade 6 inch drop within 10 ft. L:1SueRemingway\Building.Codes.Inspection.FORMS\Foundation,Inspection Report.doc January 28,2003 41L Foundation Inspection Report Office No..(518)761-8256 Date Inspection rgrece* C � I Queensbury Building&Code Enforcement Arrive: aDepart: a 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia NAME: � PEA �-� LOCATION: -- INSPECT ON: _ TYPE OF STRUCTURE: / Comme ,Y N - N/A " Footings \;, . Piers `' , Monolithic Slab Reinforcement in Place The contractor is responsible for ��9 �q� 4 p c> providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing ` Foundation/Waterproofing' Type of Dampproofing/Waterproofing , Footing Drain Daylight or Sump,,: Footing Drain Stone: 12 inch width 6 inches above.footing i 6 mil poly for wet areas%under slab Backfill Approval , V Plumbing Under Slab PVC 1 Cast/Copper Foundation Insulation Interior i Exterior, R- Rough Grade 6 inch drop within 10 ft. L:1Suelienungway\Building.Codes.Inspection.FORMS\Found4tioii Inspection Report doe January 28,2003 Project Name: G0'4-YV-' BP# C;?d) Address: 15-0 '1 J20V/- 1� 9'4 -\/ R&F-CF. IVED AUG 2 0 2003 UEENSBURY Building Permit Submission Checklist Multiple 1?1�er it.,9F 1NG AND CODE 0191-'11 Q Commercial P P WM& All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of Queensbury Building Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed.. ...... ... ...... ... ... .............. M'Yes Elno Eln/a 2. Energy Form or CheckMate Energy Code Compliance Forms Complete [:]yes [:]no [96a (submit 2 copies) 3. Energy Code Inspector's Report from Checkmate Program.. ......... ... nyes nno 96-a (submit 2 copies) 4. Septic application completely filled out(if applicable)...... ......... ... Elyes Ono Prn./a 5. Electrical Inspection Form......... ...... ... ... ... ... ......... ... ...... ..... [:1yes [:)no [9fi//a ...... ... ... Dyes 13 V a 6a. Floor plan(s)......... ......... ... ... ... ...... ...... ... ... .. ...... ... . Foundation plan... ............ ... ... ... ...... ...... ... ... ..... ........... rs Elno Eln/a -6c. -fo-ss section(s)... .................. ... ...... ...... ... ...... ... ... ... ...... 0)Vs OnoOn/a d. Elevations ...... ... ......... ..... ... ......... ......... ............. Elyes no Eln/a 6e. Design loads including floor,snow load,and-wind load... ... E]yes Dno [:]n/a 6L Seismic design(required after Jan. 1,2003)......... ......... ......... 0)--s Ono DiVa 6g. Plans signed by registered architect or engineer,signed.......... E]yes E]uo E]n/-a and sealed by a registered architect or engineer 6h. Window and door schedule...... ...... ... ... ......... ... ...... ... ... [:]yes Flno Eln/a 7. Two(2)site plans showing location of the structure to be built,... ...... yes n. El./a location of well or water lines,location of septic system or sewer line with all setbacks and separation distances shown,and all improvements to the property. 8. Solid Fuel Burning or Gas Appliance Form(if applicable)... Flyes [:]no Bn`/a 9. DrivewayPerrnit... ... .:......... ............... ... ... ... ......... ............... . [--]yes Dno [?/n/a Date: 2ri Staff Initial: L.\Suelien'wigway\Budding.Perauc.FOFIZ\Gcnen'cChecklist.doc January 2 Seismic Design Evaluation of Valvoline Building Addition - _ ,by: Wiliam E.-Montgomery Jr. PE ...for: Paul E. Cushing, Architect, P.C., P.O. Box 4547, Queensbury. N.Y. 12$44__ The existing Valvoline building is located at 717 Upper Glen Street,Route 9,Queensbury,N,Y. _ This location is identified by the U.S. Department of"Agriculture. Soil-"Survey--of Warren County,N.Y., Map #36. The soil in this location is the Oakville-Series OaA_which is flat and - sandy. Bedrock(limestone) is usually over 5ft. below grade. _ This-building_and_the planned addition are located in Seismic Use Group-I (very limited public- liability)-Section 1616.2.1 Its Site Class is A Section 1615:1.1. - Specific data is not available below the 5ft. level and William E. Montgomery Jr. PE will" - estimate the soil properties. -Section,1615.1..1 = The Importance Factor for this property shall be e I'=1.00 Table 160.4.5 _ The-Seismic Design Category, Sds-=< :167g Table 1616.3 (l) w The.Seismic'Design Category, Shc =.5.0679 Table 1616,3.(2) _ = Design requirements "for- Seismic_Design Category A need only_to' comply with= Sections 1616.4.1 through-1616.4.4.(exception#5). No drift limit exists for-single-story buildings, per = - Table 1617.3. The small addition to the Valvoline building will-not increase or decrease-any element of the-_ - -exist structure by more than 5%. . - _ Design requirements for Seismic Design Categary A are as follows: ( Section 1616.4) a. _ Minimum Lateral Force (Section 1616.4.1) Fk_ .O1-Wx (note: x=one story only) - W=live loads=_14,2401bs. dead loads=_33,560 lbs. _ - = permanent equipment=none 2011/o of 60 PSF (ground snow-load area of 70 PSF) =--12-PSF Tx=.01_x 47,80.0 lbs. =478 lbs. - - b. Connections (Section 1616.4.2) - All-connections.between the existing structure and the addition-,shall be capable"of - transmitting:the seismic force Fp. c. -Anchorage of concrete or masonry walls- (Section 1616.4.3) Concrete-and masonry walls shall be-anchored to floors, roofs-and other structural elements that provide lateral-support_for the walls. Such anchorage_-shill provide-a positive"direct connection capable of resisting-"the horizgntal forces specified in -- Chapter 16 but not less than a minimum horizontal force of 200 lbs.-per linear-foot. Walls are designed to resist bending between anchors which are spaced no farther apart than 4 ft. All required anchors in masonry walls of hollow units or cavity walls are embedded in reinforced grouted structural elements of the walls. The . walls incorporate any wind and earthquake design requirements. d. Conventional Lijzht Frame Construction (Section 1616.4.4) This building addition is not a Light Frame Construction design as-shown mi Section 2308 and does not affect this construction of Section 1616.4. The small 8 ft. addition (Seismic Use Group I) to the existing Valvoline car-wash facility will not require a seismic evaluation other than that required by Section 1616.4. All design and construction of this addition complies with all requirements of Section 1.616.4. FDeRp�ES 3 10 N,41 fiy William E.Mo�ntgome Jr. PE Dated: January 16, 2004 3-741 WoikNo.04-01-C- E SI r, Note: W live-loads 5,600 Ibs,. for automobiles-(50 PSF per Table 1607.1) 8,640 lbs. for snow load on roof(60 PSF) =14,240 lbs. total W dead loads= 8,250 Ibs. footing = 4,800 lbs. foundation walls = 6,260 Ibs. floor 200 lbs. overhead door 1,250 Ibs. roof =12,8 00 lbs. buildingexterior ext *,Or walls =33,560 lbs. totat E E E E E E E E E E E Qu&W Read 1-3 1� -1' �t03rtt;t'i 1 98.-4-3 103.-1-1.2 ' SITE cf 98.-5-3.1 .,*�,\ 104. �'143..1f22' , � Vd�7' -Z 103.-1-2U-� 031 1-10.4 tt kC -1'35,1 9S.-2 2 - tOZ,Z� t LOCATION PLAN E E E E FQ SPECIAL FLOOD HAZARD AREA CERTIFICATION SURVEYOR'S CERTIFICATION THIS FLOOD PLAIN AREA HAS BEEN ]DERIVED FROM THE NATIONAL FLOOD To: FRANCHISE FINANCE CORPORATION OF AMERICA, A DELAWARE INSURANCE PROGRAM FLOOD HAZARD BOUNDARY MAP FOR THE TOWN OF CORPORATION, FFCA ACQUISITION CORPORATION, A DELAWARECORPORATION AND ITS SUCCESSORS AND ASSIGNS, GALENA ASSOCIATES, QUEENSBURY, COUNTY OF WARREN, STATE OF NEW YORK, COMMUNITY -PANEL LLC, FIRST AMERICAN TITLE INSURANCE COMPANY, AND ROARING BROOK, NO. 360879 0026B, DATED JULY 16, 1984. LLC. I HEREBY CERTIFY THAT THE LANDS SHOWN HEREON ARE IN A FLOOD HAZARD This is to certify that this map or plat of survey (this "Survey" Map") of the premises AREA C (AREAS OF MINIMAL FLOODING) AS DETERMINED FROM THE HUD-FIA specifically described in First American Title Insurance Company Title Commitment No. 853- FLOOD HAZARD BOUNDARY MAP FOR THE TOWN OF QUEENSBURY. WR-0848, dated April 2, 1998, (1) is based on a field survey made on April 14, 1998, by me or directly under my supervision in accordance with the most recently adopted Minimum 1 STILL FURTHER CERTIFY THAT I HAVE THE PROFESSIONAL ABILITY AND Standard Detail Requirements and Classifications for ALTAFACSM Land Title Surveys, and EXPERIENCE TO ASCERTAIN SUCH DETERMINATION. th f "Urb it E E E NAPONA1 FLOOD INSINANCE ?10910 FIRM FLOOD INSURANCE RATE MAP TOWN OF QUEENSBURY, NEW YORK WARREN COUNTY - ------ - _,- - �..•. .. .- .._ ._ _ .�__ _ - PANEL 26 OF 35 , �•: age M..►INOt%foot ►&Nt Ls NOT 0,01... I t ',A �G SITE 4 COMMUNITY•PANEL-NUMBER \ „�Y zoNE a 380879 0026 B EFFECTIVE DATE: JULY 16.1984 TUNE C FLOOD PLAIN : M ---- E - '07- — E mee a accuracy requirements or an an survey as defined therein, (2) was prepared in accordance with and includes all items and information required by the document titled "Survey Requirements for Franchise Finance Corporation of America, FFCA Acquisition Corporation and IT A Mortgage Corporation dated September 15, 1993, revised October 3, 1996", and (3) to the best of my professional knowledge, information and belief, D SURVEY ##7784-E (a) This Survey Map correctly represents the facts found at the time of the survey. (b) There are no discrepancies between the boundary lines of the subject property as shown on this Survey Map and as described in the legal description presented in the above -referenced Title Commitment. (c) The boundary line dimensions as shown on this Survey Map form a mathematically closed figure within +/-0.1 foot; and (d) The boundary lines of the Subject Property are contiguous with the boundary lines of all adjoining parcels, roads, highways, streets or alleys as described in their most recent respective legal descriptions of record. The undersigned understands and agrees that the parties to whom this certification is E 'e E E addressed will be relying upon this certification. in incurring financial obligations with respect to the subject property and this Survey Map has been prepared for their respective benefits in anticipation of their reliance thereon. E E E E E E --- -- E- E - E E MERLYN J. JENKINS & ASSOCIATES, INC. E NEW YOB ]�OWM & UGIU CO RA'�`1 N By,a. . Me�fn J. J in Registration No.: Within the State of: b,----- E E E E E E E E E E E E E E E E E E E F E E E E E E E daryof the New York Power and Light Corporation propertyto the point or lace of e ginning. _ -. � ' LEGEND :SAID S U lot-hereui.descnbed-consists of .a : shaNOTES, d lot of land, bounded northerly Pe Y ._.... b the New York Power and Light' Corporation o � -;; . . Yr westerly b the Glens Falls -Lake property;, _ Property' orner Ir i ....0 an Pin except if noted �.P George fate Highway: a SLR F2 MERIDIAN FROM PREVIOUS Sand southerl b the property, of the antes of the first art. REVIOUS-PROPERTY SURVEYS. Y Y P PertY P P � Light .Standard EXCE PTING from the above described parcels `those onions f 'the ,t _ . _ - _. -; _ . _. . __ :. : .. • p p o e Glens 'Falls -Lake P _ BEARINGS DERIVED FROM Pole . OM SURVEYS. ..,. George Highway acquired by New York State for highway, purposes as designated by Notice of E -Overhead Electric Appropriation t _. da ed .Fe 2$ a969 and recorded in the Wane County Clerk's is _ l�niary , n ty e Office, ?vOTICE. FROM L+SECTi©Iv ON THE TE THERE NO CEMETERIES OR - : F o �, Pave February 28 - 5 ry 1969 in Book 505 of Deeds of Page 21.6, said parcel being shown on Ma 158, BURIAL GROUNDS LOCATED `VITHIN_TH£ TitACT;AREA. :- P o A P►- .Concrete r< P Parcel 193, and said premises also being described as follows: am - Catch Basin 4. THE SITE HAS ACCESS TO GLEN FAI LSILAKE, GEORGE .HIIGHW Y A (STATE BEGINNING at an iron :pipe set in the ground in the easterly like of the Glens Fails -Lake �,�, - - _ - s _ . HIGHWAY ROUTE 9)> `VV'HICH RIGHT-OF-WAY .iiNE 'EXTENDS TO THE - - , , ,: � Manhole 0 e Mate - George Highway . � - i a to mark the northwe terl comer g Y S y orne of the premises conve- eyed b G. Le -Roy PROPERTY LINE AT THE,POINT OF ACCFss LNDi Y _ Y Y CAT£b i�REON. :... WC -Wash Controls Austin and others .to Kendrick..:b deed dated 3 y1, 1950, and recorded In 'the _ _ � CO - Cleanout �. THE$. ARE NO STRIPED PARKING SPACES ON THE SITE_ HOWEVER, PAVED - Warren. County Clerk s Office on September ;7, 1950 in Liber Z92 of Deeds at Pa a l; thence , .._ - I � n .. tS SPA(1E WILL PAi�CING FOR IO AUTOMOBILES. TQWN'E2E 5 � .:. _ Sign running south 39 degrees 38 25 E. along the easterl side of the Glens Falls -Lake Geor a Sta _ :. _ _ • . Y g Le 'SPA FOR EACH t otK1s DARE BEET ol; CONIMERCiAL GROSS ABLE ; _ _ �� - � _ . , , . _ . � -Centerline Highway 144.Z8 feet to a stake set in the ground for a corner, thence north. 50 degrees 0 35 P R SPACE; THC£itE1✓t3RE, .(2,(}76.55/1;000) X 5 - 10 SPACES REQt3IR,ED. 'IN _ _:. GM Gas Meter E. a distance of 166.45 feet to a'polnt in the southerlyline of the New York Power n Ti�IE�EVENT . � AT;ArION�I., PARKING SPACE is. R£ 'rI�IE - - . and Light , 7ki � .. ,, _ QUIR,ED P.O.B. -`Point of Be nnin ADJACENT.POWER LINT: RIGIiT-OF-WA'Y IS. PAVED AND COULD SERt . To � g Corporation property for a corner; thence turning and running north 88 de rees 57'23" W. vE , 8 PARK ADDITI N VFITi LES , 220.61 feet•to the place or point of beginning. o C AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: 6 ALL DIMENSIONS ARE IN ,ALTA.` ACSM REQUIREMENT DIMENSIONS. 7 ZONING INFORMATION IiERINTI) -FROM "THE TOWN OI QUEENSBURY All that, cei taixi lot orareel o f grou nd situate P g tuate in the Town of Queensbury; County. of 70NING ORDINANCE DATED DECEMBER`29. i989 AND A.MENDEi> JANUARY - Warren, State 'of New 'York, and as f w s. ?�. 199g: HpwEX�£R: ORIGINAL BUILDING WAS CONSTRUCTED PRIOR TO , .bounded- .described olio . -E egiiuu I at a point located on 'the East right-of-way line of Glen Falls -Lake George FEBRUAR� .28. 1969 DATE OF HIGHWAY TAKING) AND IS F ( ._ TAKI. ) _ THEREFORE A LEGAL NON -CONFORMING USE. Suite Highway ;(Route 9}, said point being situate South thirty-nine degrees fifty-eight minutes $ , anno sewn s o +� d d East S 8 39 5 00 { E} a `distance of :nine hundred eighty --three ' and ninety-three 8: THIS PLAN HAS, BEEN PREP FOR TITLE INSUR. C PURPOSES ARED TLE AI` E URPOSONLY. . ES hundredths feei (983.93) from the point of intersection of the centerline of State Highway Route 9. GROSS BUILDING AREA = 2,076•55 SQUARE F,EET 149 (Quaker Road) with the aforementioned East right-of-way line of Glen Falls -Lake George State Highway Route 9 ' THENCE FR S Y (. )> OM THE PLACE OF BEGINNING along the South line 10. BUILDING HEIGHT = 1 STORY 15' HIGH), BUILDING. CONSTRUCT { H . ? CONSTRUCTED.OF of lands of New York Power & Li ht Co North eighty-e` ht de degrees, fif '=seven g rporadon, � g fifty-seven MAsorIR�� AND STEEL. o , � minutes and no seconds West (N 88 57 00 W) for a distance of two hundred twee , -tei ht and tY g H. TOTAL LOT = 2 9 - AREA 1 . 34.04 SQUARE,FEET (U:29/.ACRES) fifty-six hundredths feet (228.56) to a point; thence along line of lands now or f rinerl f g � a y, a • Kej)ddck Cutler North fiftydegrees two 0 ' : N, gree minutes and no seconds East _(N 50 02 0o E) for 12, BUILDING COVERAGE ON w LOT 15 % distance of one hundred seventy-two and forty-five- feet {172.45) to a point;- thence P along the aforementioned East right-af-way line of Glen Falls -Lake George State HighwayA i ;. SCHEDULE OF ENCROACHMENTS s T ' Q MALL PORTION OF SIG? ENCROACHES INTO PUBLIC HIGHWAY (Route 9) South thirty-nine degrees fifty-eight minutes .and no seconds East S 39058'00" E): RIGHT-OF-1A'AY. fora Aistance of one hundred fifty and no hundredths feet 150.00' to the 1 inning. ( ) pace of begiiwing. ; B PAVING of FACILITY ENCROACHES ONTO PROPERTY or xEw Yfl GRAPHIC SCALE 1 -20 RK Containing 12,934.04 Square Feet (0.297 Acres). - POWER AND LIGHT CORPORATION- N c } BUILDING ENCROACHES INTO FRONT. MARL} BACit (SEE NOTE ? . 20 40 60 QUICK LUBE TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK TABLE OF EXCEPTIONS APPLICABLE EXCEPTIONS. SHOWN ON FIRST AMERICAN TITLE .INSURANCE COMPANY COMMITMENT NO. $53-WR-4848 SCHEDULE - I , HE $ SECTION 2, DATED APRIL 2, 1998 EXCEPTION/ RECORDING GRANTEE DESCRIPTION EA EME S NT NO. DEED PAGE 1 -- --- Rights and easements, if any, of public utility companies to maintain and operate installations on the premises herein and streets adjacent thereto. 2 807 38 CRS Associates.of Troy, NY Restrictive covenants. Blanket exception. P 3 508 • 14 $ New .York Telephone Company Utility easement -Right-of--way to construct, maintain, repair and operate its communication lines and appurtenances. Blanket exception. 4 --'- ---- Subject to any state of facts an accurate surveywould show. Policy insures that Upper Glen Street is a public highway and the premises have access thereto. W "ALTA / ACSM LAND TITLE SURVEY" PREPARED UNDER THE SUPERVISION OF: HAYES & MATTHEWS INC. NATIONAL DIVISION-A.L.T.A. SURVEYS 17220 Newhope Street - Suites 108/109 Plaza Del Lago Bldg. Fountain Valley, CA 92708 714- 979-7181 FAX 714-641-2840 3 6/3/98 Revised per counsel's review. TRJ MJJ 2 4/28/98 Revised Suvc or's Certific ation. Y KK MJ3` I 4/23198 Revised Note No. 7, KK MJJ MARK DATE REVISION, BY AP'V'D Merl n J. Jenkins & Associates Inc. Y ENGINEE RS RS &SURVEYORS 601 West Market Street, Pottsville, PA 17901 Telephone: (717) 622-7708 FFCA ACQUISITION CORPORATION FILE COPY, 750 Upper Glen Street Queensbury, NY (Quick Lube) SCALE: 1 " = 20' CHKD./AP'v' D: DATE: 4/20f98 APPROVED: DWN. BY: TRJ FFCA No. 8000-6519 CHKD. BY; MJJ IAT. 1ttA�`F