Loading...
2008-504 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE (Z1c OCCUPANCY Permit bet. P20080504 Date Issued: Thursday, December 10, 2009 ,a This is to'certi that work requested to be done as shown by Permit Number p20080504 has been com leted. Location: 144 RIVER St Tax Map Number. 523400-303-020-0002-042-000-0000 Owner. 144 RIVER STREET, LLC Applicant: TEKLA MICHAUD L.E. This structure may be occupied as a: Commercial Alteration By Order of Town Board Porch& Deck TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owvner�of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the rector of Building Code nfor�ement Planning Bo ' or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Qwensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080504 Application Number. A20080504 Tax Map No: 523400-303-020-0002-042-000-0000 Permission is hereby granted to: TEKLA MICHAUD L.E. For property located at: 144 RIVER 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: TEKLA MICHAUD L.E. PAUL&PATRICIA MICHAUD Commercial Alteration $6,000.00 144 RIVER St Porch&Deck HUDSON FALLS,NY 12839-0000 Totat value $6,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-504 36.3 SQ FT COMMERCIAL ALTERATION &2 OPEN PORCHES 56 & 96 SQ FT& 135 SQ FT HANDICAP RAMP $100.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday, September 22, 2009 (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 Town oQuee �u da September 22, 2008 SIGNED BY `b `'` `" for the Town of Queensbury. Director of Building&Code Enforcement OFF4CE USE ONLY TAX MAP NO. PERMIT NO. + ; FEE PAID BLDG.&CODES APPROVAL ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION Use this application for any structure other than the Principal Structure (house)to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED AVALID BUILDING PERMIT. OWNER: ZV+_IhS6y\ JrSw' LL-r— INSTALLER/BUILDER: Me TN2rcti ,r.•, +rl ADDRESS: ADDRESS: 17 � .� PHONE NOS. 1 +lam " l71_ 0 PHONE NOS, LOCATION OF PROPERTY:� -" Q,ytr �. SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: ESTIMATED COST OF CONSTRUCTION: $ ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? es _ IF YES,PLEASE LIST: 7Z S ,� .�.•� bQr{� ( c'�e' 5x Wlq�)i CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: V l' Ngltj��'\ PHONE: r - - t; `4— sr No PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT SQ.FT. SQ.FT. SQ.FT. FT.&IN. Z_ OPEN PORCH 41 - 150 1 4-4 12 �4 "Y DECK 1 3 5- �.---~ � �J� .15 � 3 SEASON,COVERED OR ENCLOSED PORCH- BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED POLE BARN DETACHED GARAGE(NO.OF CARS:_) OTHER ACCESSORY STRUCTURE: "CONSIDERED FLOOR AREA&MUST COMPLY WITH FAR[FLOOR AREA RATIO] REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. To the best of my knowledge,the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed — surveyor, drawn to scale,showing actual location of all new construction. QUESTIONS? CALL 761-8256 OR EMAIL I have read and agree to the a ve. codes@Queensbua.net VISIT OUR WEBSITE FOR MORE INFORMATION Signed Dated: www.uueensburv,net QLT071m of Queensbury- Community Development Office - 742 Bay Road, Queensbury, NY:12804 B 1-LGL 11-05 OFFICE USE ONLY01 ................................i �,_.,__,._.,_.,,.,,..,.,% o TAX MAP NO. PERMIT NO. ' 1 FEES: PERMIT RECREATION ENGINEERING ' (If applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUAf jCE OF A VALID PERMIT FOR CONSTRUCTION. o r fox-•( sevt C L APPLICANT/BUILDER: t(f OWNER: 906m,.4zrx4(�mt, ADDRESS: A ADDRESS: P.Q, a( Sew, s,/JY t 2Sr 3 y t saw sIV PHONE NOS. .9 a,?ffS6V( - PHONE NOS. 2 V S r CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: PHONE: LOCATION OF PROPERTY: f`Z '7 gc,t�e�1 SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT 0 d d w U APPLY TO YOUR Z FQ= O U) cn � r w PROJECT O � LL w ¢ CL = 0 0 jW u- _ O = Z Ci z O H 0 1- m w Z Q ¢ cn N Cn 0 1- u- CL s �S SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE 1 BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: u i c7��k _-d C— ESTIMATED CONSTRUCTION COST: ��qq� FUEL TYPE: HEAT TYPE: *HOW MANY FIREPLACE(S):___(.:? AND/OR WOODSTOVES(S):_,�_ ARE THERE WETLANDS ON THIS SITE? Yam- ` ZONING CATEGORY: 5u IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: r iL 4- *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our o ice B 3-LGL 11-05 � ^ fice ■ 742 Bail Road. Oueensburu. NY 12f304 Town of Queensbury ■ Communittl Development Of ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN?CIO pS 5 CA4 L{ . ARE THERE EASEMENTS ON PROPERTY?_; l at-,r, -:..1 G+ I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the a v . Signed Director of Building& Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) ,....... -- - Permission is hereby granted to the above ; This application / proposed action described 11 Applicant to erect or alter the building herein is found to be in accordance with the 00 described herein in accordance with said zoning Laws of the Town of Queensbury. o Application: , , , , , , , , , , , , , BUILDING & CODES APPROVAL ZONING APPROVAL , 0 0 0 11 11 o DATE 0 DATE 10 :...................................................i : 11 ................ ...............................J QUESTIONS? CALL 761-8256 OR EMAIL codesCa gueensbury net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.aueensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: QTown of Queensbury • Community Development Office - 742 Bay Road, Queensbury, NY 12804 ..---- OFFICE USE ONLY -. % S , , TAX MAP NO. PERMIT NO. ! FEES: PERMIT RECREATION ENGINEERING (If applicable) ; PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION.APPLICANT/BUILDER: 2-nL-V%%.., +. S6,0 OWNER: RV4eAA_U�i - - S ADDRESS: A+ ADDRESS: 1�-t,.•FS �T`. PHONE NOS. �� " q�?,>' t7 PHONE NOS. �'t'(o CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: y1e4,% PHONE: 0 LOCATION OF PROPERTY: SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR z iL 0 a a W I, w PROJECT_� 0 00 �. O J 0 _ w � v_ ww = 0 z a a :- CO Na oU � U. aa- SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE 3�o i 2 L� �j { 3 8� RETAIL- 7 MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER , IF COMMERCIAL OR INDUSTRIAL- NAME OF BUSINESS: 4t�n5ah. "E'�� C.- . ESTIMATED CONSTRUCTION COST: �► �'a FUEL TYPE: (/,ArS HEAT TYPE: kJVr 1g4<0,, "HOW MANY FIREPLACE(S): d AND /OR WOODSTOVES(S): ZONING CATEGORY: M)qf,� ARE THERE WETLANDS ON THIS SITE? KC IS THIS A HISTORIC SITE? Y\Q PROPOSED USE OF BUILDING OR ADDITION: 04(r-� "Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 at", Town of Queensbury - Community Development Office • 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? � ARE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree the abo e. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) .................... Permission is hereby granted to the above This application / proposed action described 00 Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. o Application: ; , 0 , , 01 , , , , , 11 BUILDIN & CODE APPROVAL ; ZONING APPROVAL , Lj , - DAT1 DATE '..................... ..................................................... QUESTIONS 7 CALL 761-8256 OR EMAIL codesC@ciueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.ciueensbury.net Operating Permit Issued: ` Yes ANo Occupancy Type: J Construction Classification: 33 Assembly Occupancy Limit: !� Special Conditions: ''r=>= Town of Queensbu�7� • Community Development Office • 742 Bay Road, Queensburyy, NY 12804 rJO � TISO �' � � 1 Phone: 518.746.9230 P.O. Box 432 '�' ;� - 0 L.L.c. Toll Free: 888.746.9230 SS Hudson Falls, NY 12839 R- Fax: 518.746.9234 August 5, 2008 Town of Queensbury Building Inspector/Dave Hatin 742 Bay Road Queensbury,NY 12804 RE: 144 River Street LLC Revised Plans and Temporary Certificate of Occupancy Dear Dave: This will serve as our commitment letter regarding further construction and/or alterations to 144 River Street, Hudson Falls,NY (Town of Queensbury) as required by building codes and related regulations of the Town of Queensbury. This letter also serves as a formal request for a temporary certificate of occupancy at 144 River Street for our insurance agency's office. Enclosed are the following documents: 1) Emergency contact update 2) New business certificate of occupancy permit application 3) Application for zoning approval and Building Permit. We have completed the first phase of the drainage and parking lot construction, in doing so it has become apparent that there is a better drainage option available on the north side of the barn. This would involve deepening and expanding the impoundment pond to act as the temporary holding basin, which would then overflow into the existing drainage at the Eastern front of the property. We will be submitting revised plans for this drainage option to the Queensbury Planning Board as soon as possible. Further to the plans originally submitted to the Queensbury Planning Board, we will also be erecting a small free standing sign and planting two trees at the front edge of the property adjacent to, and on either side of the driveway. However, we feel these items should wait until we have completed the water management excavation. All excavation work will be handled by McKenna Construction. We have contracted with Kenneth Mattson, Blind Rock Road, Queensbury, to design and build a handicapped accessible bathroom in accordance with building code specifications, on the first floor of the building. Mr. Mattson will also furnish us with revised plans for z s 0 �\C�L.L.c. the handicapped accessible ramp, handicapped accessible doors, floor plan, and a refurbishment of the side porch. We will maintain the rear entrance as our main entrance as originally submitted, however we are having the handicapped accessible ramp plans redrawn due to the unforeseen elevation required for access at that location. It is our intent to commence the foregoing work within the next 60 days, subject to contractor availability. We are working with Protection One on fire and burglar alarms, and those plans will be submitted to the town, as soon as available. Finally,the outdoor electric and lighting will be completed by electrician Robert Murtha in the next few weeks, and we will be installing a small face standing sign, in accordance with our previous agreement with the planning board. We will also work with Mr. Murtha to set up an Electrical Inspection, for code compliance, as soon as possible. We have installed a temporary back step, with railing, a continuous railing on the stairs between the first and second floors, and the lighted exit signs as earlier discussed. As you are aware, the lease at our current, temporary location expired on July 31 sc Although we have been granted a short extension, there is a significant pressure to move into the building by Friday August 81h. Coupled with the lease arrangements, the financial burden of paying utilities at two locations, rent, and a mortgage, are placing significant financial stress on our company. We therefore respectfully request that our request for the temporary certificate of occupancy be granted this week, so we can move from our present one room office into 144 River Street. Thank you. Sincly, Peter B. Robinson PBR/ls Enclosure cc: Tom Hutchins Ken Mattson Craig Brown /-------------------- I Community Development Office ; I Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 I -3 Marilyn Ryba, Executive Director•David Hatin,Director of Building&Codes ; ; Craig Brown,Zoning Administrator•Michael J.Palmer, Fire Marshal 01 ; , , I----------------------I NEW BUSINESS CERTIFICATE OF OCCUPANCY PERMIT APPLICATION Q d ft %A TAX MAP # 3Q 3, 10)—a — �-- BLDG. PERMIT FILE# ----Map-plicable Name of Business: ILA rnSc)'" eE Se' (, Address /!/L 1 of Business: C) �'7 `T rW*t'vl S 1 ' /2f537 QUESTIONS? CALL 761-8256 OR EMAIL codesAgueensburv.net _/ VISIT OUR WEBSITE FOR MORE Person in Charge or Manager: ��wtti eS d-7 InSd� INFORMATION www.gueensbury.net Business Phone Number: -1 30 � ��� nn Type of Business: 1 61 S(t.IY,,/GG n C e Y'�tf e,vt,�1 Owner of Property: C— Phone Number(s): Home Cell Owners // Address: ___ � C/ . 'J �2✓a , l �S�9►1 � 1.1 Please provide an accurate layout of your store showing all walls, exits, stockrooms, rest rooms, counters and fixture layout on a separate sheet of paper. Signature: Date: Of person submitting this form Notes / Comments: *Note: This application is for occupancy only, with no work requiring a building permit. No fee required for this permit i EMERGENCY CONTACT UPDATE TO: WARREN COUNTY SHERIFF'S DEPT. FAX: 743-2502 PLEASE PRINT DATE: l -7 BUSINESS NAME: g3 4 S0711 BUSINESS ADDRESS: -�� o�IW gid-d4fi SdZc Fr<�s, Aj y (Zis 3 BUSINESS PHONE: 5(�6,71(C, ga3c2 HOME CONTACT 1: Lehi( � '�So"'-t _PHONE ADDRESS: D5 qt '`u,, �-4 1`1 1 HOME CONTACT 2: _�Q bvte S , w �1 kt S_Zn:j PHONE ADDRESS: �!R j62 c.L saw Azr S. /V S-o This form is used to assist Emergency Service personnel who may be called to your business after hours. Please be sure that the persons listed on this form will be willing and available to respond during off-hours to assist Police and/or Fire personnel in gaining entry to your building. PLEASE BE ADVISED THAT FAILURE TO RESPOND TO ASSIST EMERGENCY SERVICE PERSONNEL: MAY RESULT IN DAMAGE TO YOUR BUILDING TO FACILITATE ENTRY BY POLICE AND/OR FIRE PERSONNEL. TOWN OF QUEENSBURY FIRE MARSHAL'S OFFICE Phone. 518-761-8206 Fax: 518-745-4437 firemarshal@queensbury.net wwu7.gueensbur-��net Commercial Final Inspection Report QCG Office No.: (518) 761-8256 Date Ins ection re Queensbury Building&Code Enforcement Arrive: Depart: 742 Bay Road,Queensbury,NY 12804 Inspector s Ini ' G NAME: Wit_ ; PERMIT [�• t, � LOCATION: l I DATE: 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 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s . ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System La out Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc / Fire ' pvo Framing Firestopping Inspection Report Office No. (518)761-8258 Date Ins ' rquest received: 7/9- /0 g Queensbury Building &Code Enforcement Arrive: am/ part: m/pm 742 Bay Road, Queensbury, NY 128N inspect s Indialss — h. Ste. NAME: �v PERMIT#: (Ole LOCATION: . - INSPECT ON: TYPE OF STRUCTURE: Y N WA Frami COMMENTS: ng Alft- ccess 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/ w 16 gauge 8 16D naffs each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side's inch or 5/8 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. CM 5.7 sf above/below grade 5.0 s#grade LABuiid'ng&Codes Foffns-=\Building&CodesUnspection FormsTrerning Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date In uest received: Queensbury Building&Code Enforcement Arrive: am/ am/pm 742 Bay Road, Queensbury, NY 12804 Inspecto s Initials: NAME: Qea 1A)1,V.4) PERMIT#. LOCATION: ✓ INSPECT ON: TYPE OF STRUCTURE: Framing Y N NIA COMMENTS Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in Cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilingtwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. W 5.7 sf above/below grade 5.0 sf grade L\Build'mg&Codes Forms-01M1BuDding&CodesUnapection Fofsns\Fmffft FnstoXft Inspeam Repoitdoc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Ins t' request rece' ed• _ 7 d 9 Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto s Initials: yi/ r / NAME: i r S 0�^- ` (� PERMIT#: _ G_T LOCATION: C{'ef v�. INSPECT ON: 717161 TYPE OF STRUCTURE: ret"� Comments Y N N/A KgsFootin Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Fonms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / Firestopping Inspection Repo4 ' Office No. (518)761-8256 Date In n req i Queensbury Building Code Enforcement Arrive: rt: t a pm 742 Bay Road, Queensbury, NY 12804 Inspector's initial NAME: ERMIT#: LOCATION: ti 'J INSPECT ON: TYP Y OF STRUCTURE: N wa COMMENTS: Attic Access 22"x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/ w 16 gauge 8 16D nails each side stopping 1,000 sq. ft. floor trusses r . or less on center wag ation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 518 inch Type X Garage side 5/8 inch Type X Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. CM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forrnsd3LDrBuilding&CodesVnapecOon ForrnsTrxWnp Firestoppinp Irapacbm Report.doc Revised January 7,2008 /l :00 W� ` . Commercial Final Inspection Re rt Office No.: (518) 761-8256 Date Insp5c ion request received: Queensbury Building&Code Enforcement Arrive: am � /p Depart: am/pm 742 Bay Ro ueensbury,NY 12804 Inspector's Initials: t,�KJ�I NAME: PERMIT#: � LOCATION: rVec C DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior;Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %2 doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. As-built Septic System Layout Required or On File G Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUN CIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No.......l.l.`.............. .....Cert. NO 1113 7 Cut-in Card No..................................... Owner....................................................................................................................................................... ...- Location.. ..'7..........I&..f'..L��.`......fJ.. .........................................................! .. ....;.......... Installation Consisting of.. ... `.1.. f.1. f..J '1X� ...................... .................................................................................................................................................................................... .........................................................d.......................................................................................................................... InstalledBy......... /Z ...........................................Lic.No................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of mak spections at any time, and if its rules are //violated, the Company shall have the right to e ke t ' ce fie a . Date....,l. . .�!�.... �.. ........... INSPECTOR.... ......... ............................................. ..................... Member N.F.P.A.,1.A.E.1. Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. - SU Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: `� S Time: 0 Phone: (518)761-8206 Business Name: Fax: (518) 745-4437 location: T of InspecUm N/A Yes Ho EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge AISLES: Main Aisle Width Seconds Aisle Width EXIT SIGNAGE Sian-normal Sign-batter EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FiRE EXTINGUISHER: Hun Inspection of extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System FDC Fire Suppression-Witchen Fire Suppression-Gas Islan Generator .....• Hood Installation Elevator W Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical �- u` j Electric WiringEnclosed/Labeled !q Combustible Waste `-`�fto Uwsh&4 Vehicle Impact Protection Knox BOX F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan Approved (If no other approvals apply,the B&C Office will issu the icate of O cupancy) ❑ Denied / call for Recheck Inspected By: L:\HreMarshal\New Folder\permitto occupyform.doc ommercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection tr ivQueensbury Building&Code Enforcement Arrive: Q- a part:742 Bay Road, Queensbury, NY 12 Inspe is Initial NAME: j �, �i1 R T 'S U LOCATION: `� ��wC DA COMMENTS: Y N NA — oe ep l�C._ ChimneyB'/' Vent/Direct Vent Location ��� � PlumbingVent Through Roof 6'/Roof eta Exterior Finish/Grade Com 6'in I or Equivalent (ce, To Interior/Exterior Guardrails 42 in. Platform/Decks bf"� coRLL Interior/Exterior Ballisters 4 in. Spacing Platform/Decks .T-o Stair Handrail 34 in.-38 in./Stop Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft. 1 to M+� V g e,,µ u5 o LL. All Doors 36 in.w/i ever Handbs/Panic Hardware,if required T I. Exits At Grade Or Platform 36 w x 44'(lyCanopy or Equiv. - P 61.4,K. Gas Valve Shut-off Exposed&Regulator 18' Above GradeFloor -- Floor Bathroom Watertight/Other Floes Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximumg-- L�- Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System co V-11"mAQ t) P� &, Fresh Air SuE21y for Occu /Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site N b Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/StoragelReceiving/Shipping Room(2 hr.), 1 %2 doors ` �- > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers Firewalls I Fire Separation,2 Hour, 3 Hour Complete/Fire Dam rs/Fire Doors Ceiling Fire Stopping, 3,000 N.ft.Wood Frame Attic Access 30'x 20"x 30' h ,Crawl Spam Access 18'x 24" ��E� Smoke Vents Or Fan, if required �- Elevator operation and Si /Shaft Sealed Hand' Bathroom Grab Bars/Sinks/Toilets oz-�N Handicapped Bath/PafkIng Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters,34 in.,Checkout 36" Handicapped Ramp i Handrails Continuous/12 in. Beyond[Both Lt of�5 sides] N'JT�LL �F P Active Listening System and Signage AssemblY Space Final Electrical/Flex Gas Fliping Bonded Lv6 �� SEA Site Plan/Variance required Final Survey, New Structure/Flood Plain certification,if As-built Septic System La out Required or On File Building Number or Tenant Address on Building or Driveway 4' Water Fountain or Cooler Building Access AN Sides by 20-/Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C --C7� 1, LABuilding&Codes FormslBuild ft&CodeMinspection FormstCvmmeraal Final Inspection Report.doc Revised January 7,2008 s i �-. t � ' a �+ L = �� It..�y l Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspecticb,request received: f1 C3 /0 Queensbury Building &Code Enforcement Arrive:�. 'ivam/pm part: am/pm 742 Bay Road, Queensbury, NY 12804 Ins als: —� NAME: �Q c 5� PERMIT #: 4 �� LOCATION: INSPECT ON: 11 13 C n TYPE OF STRUCTURE: Y N NIA Rough Plumbi /Nail Plate Plumbing Ven Place 1 Y2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test �i Drain /Vent Air J Head ft. above h' hest connection for 15 minutes (Pressure es ply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check J Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/ Hot Water Piping Insulation If reguired unheated spaces Combustion Air Supply for Furnace Duct work sealed property/No duct tape COMMENTS: Rough Plumbing Insulation ReporLrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date In n request received: Queensbury Building &Code Enforcement Arrive: am/pm part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. NAME: N ( IA- Jo PERMIT#: LOCATION: INSPECT ON: Z,/-- R TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing ttic A s 220 x 3W minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wail 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fortis-01-Muilding&CodesUnspedion FomtsTraming Firestopping Inspection Report.doc Revised January 7,2008 /- 3 tl'--r�d4� Foundation Inspection Report Office No.(518)761-8256 Date Inspectionrequest received Queensbury Building&Code Enforcement Arrive: am/p�n Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initials.`J"�- NAME: &V- c K v PERMIT#: LOCATION: 'Ve-c INSPECT ON: TYPE OF STRUCTURE: 11 Comments Y N N/A Piers nolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil p2ly 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:\Building&Codes Forms\Buildiing&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Framing / Firestopping Inspection Repo Office No. (51 ' Date Inspection lved: _ Queensbury Building&Code Enforcement Arrive: --77` ert' T a� 742 Bay Road, Queensbury, NY 12804 Inspector's Initi s NAME: -507� PERMIT LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing If NA 2CT A A s 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wail 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 s#grade LABuilding&Codes Forms-01-MuiWing&CodesNinspec*ion Fomis\Fran*V Firestopping Inspection ReporLdoc Revised January 7,2006 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: �am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: rDa NAME: f -- PERMIT#: LOCATION: DATE: T� COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. ��i iYl�f,✓ P'��J All Doors 36 in.w/Lever Handles/Panic Hardware,if required � -f Exits At Grade Or Platform 36 w)x 44"(1)/Canopy or Equiv. h4 I 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 �Gr^�� � oeend 4.?t-Ll' Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listenin S stem and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler w� � /�r � / BuildingAccess es b 20' /Driveable Surface 20'wide �p t� Oka To Issue a or Permanent C/O j kA- Okay To Issue C /'�('NU✓�Pi.�f crc L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc APR-8-2000 10:47A FROM:JOSEPH MCGRATH C51e7-477-e6by - E r .. Plan Review Checklist Non-Residential Occupancies January 2008 NYS BUILDING CODE(BC) Building: NYS FIRE CODE(FC) Locatlon: NY$PLUMBING CODE(PC) Address: NYC MECHANICAL CODE(MC) NYS FUEL GAS CODE(FGC) Date: NYS ENERGY CODE(ECC) Reviewer: THIS CHECKLIST CONSISTS OF EIGHT(8)PAGES LEGEND: NR*Not Required NS a Not Shown NA c Not Appllcoble No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1612 287 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 1713 5 Type of Construction BC-Table 601 77 � 6 No. of Sleeping Units/Level BC-202 13 No.of Units—Total BC-310 30 No. of Occupants BC Table 1004.1.2 189 7 Covered Malls BC402 33 Hi-Rise(75' Rule) BC 403 35 Atriums BC404 37 8 Basement Definition BC-502,1 67 9 Heights A Building Areas Maximum Tabular Area BC-Table 503 68 Maximum Tabular Height BC-Table 503 68 Maximum Stories BC Table 503 68 Mezzanines BC-505 69 Note: *Non-separated occupancies impose the most restrictive requirements. Page I of 8 APR-8-2008 10:48A FROM:JOSEPH MCGRATH C518)-477-2369 TO:7454437 P.3 t PLAN REVIEW CHECKLIST CONTINUED No. Topic Code Page Required Actual Section No. or Allowed 10 Sprinkler System BC-903 160 Basement Sprinkler BC-903.2.10.1 161 Water Source Sprinkler BC-903.3.5 163 Water Source Site BC-508.1 33 11 Frontage& Sprinkler Credit Area Modifications(calc.) BC-506 70 Height Modifications BC-504 69 12 Height&Area Summary Tabular Area BC-Table 503 68 Frontage Credit BC-506.2 70 Sprinkler Credit BC-506.3 70 Minimum Building Area BC-506.3 70 Total Allowable Area 13 Fire Apparatus Road FC-503.1 31 (150' Rule) 14 Exterior Walls Distance Separation * BC-Table 602 77 Exterior Wall Openings BC-Table 704.8 82 Parapets BC-Table 704.11 83 Exterior Wall Coverings BC-Table 1405.2 241 Combustible Exterior Walls BC-1406 244 15 Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 Accessory Occupancy BC-Table 302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Fire Walls BC-705 84 Fire Barrier BC-706 86 Shaft Enclosure BC-707 87 Fire Partition(Tenant Sep.) BC-708 89 Exception BC-302.3.2 18 Smoke Barriers BC-709 90 Opening Protectives BC-Table 715.3 95 Fire Blocking BC-717 101, Draft Stopping BC-717 102 16 Spice Min. Room Dimensions BC-1208.1 235 Min. Ceiling Height BC-1208.1 235 f * Distance separations are doubled if fire fighting water is not available, FC-508, Page 33 Page 2 of 8 APR-8-2008 10:48A FROM:JOSEPH MCGRATH t518]-477-2369 TO:7454437 PA PLAN REVIEW CHECKLIST CONTINUED No. Topic Code Page Required Actual Section No. or Allowed 17 Ventilation (Nat. or Mech.) BC-1203 233 18 Light(Nat. or Mech.) BC-1205 234 19 Exits / One Exit Permitted BC-Table 1014.1 204 c `Owe Stair Enclosure BC-1019.1 208 Emergency Egress BC-1025 217 Distance of Travel BC-Table 1015.1 206 Exit Passageways BC-1020 210 Corridor Width BC-1016 206 Occupant Load BC-1004 189 Capacity of Exits(calc.) BC Table 1005.1 190 Corridor Wall Fire Rating BC-Table1016.1 206 ` Corridor Dead End BC-1016.3 207 � Door Width BC-1008.1.1 193 Door Swing\ 13C-1008.1.2 193 Panic Hardware BC-1008.1.9 197 Le`ae� 20 Stairs Riser BC-1009.3 198 Tread BC-1009.3 198 Width BC-1009.1 198 Headroom BC-1009.2 198 Vertical Rise BC-1009.6 199 Handrails BC-1009.4 199 21 SftMl al Snow Loading—Ground BC-Fig. 1608.2 274 Snow Loading—Roof(talc.) ASCE 7-98 Drifting Snow BC-1608-7 273 Ponding BC-1608.3.5 273 Floor Loading BC Table 1607.1 269 Balcony Loading BC Table 1607.1 269 Wind Loading(calc.) BC-1609 273 Roof Walls Windows Seismic Loading(talc.) 291 Foundation Depth 338 22 Interior Finishes BC-Table 803.5 338 23 Swimming Pools BC-3109 532 Page 3 of 8 r,-R-8-2008 10:48A FROM:JOSEPH MCGRATH C518)-477-2369 T0:gtD94�r ._ PLAN REVIEW CHECKLIST CONTINUED No. Topic Code Page Required Actual Section No. or Allowed 24 Sun Rooms BC Appendix 1 581 25 Electrical Exit Signs BC-1011 201 Emergency Lights BC-1006 191 Emergency Power BC-2702 517 26 HC ACCESS Exempt Buildings BC-1104.4 221 Parking BC Table 1106.1 222 Route BC-1104 220 Entrance BC-1105 221 No.of Sleeping Rooms BC-Table 1107.6.1.1 224 No. of Dwelling Units BC-1107.6 223 Special Occupancies BC-1108 225 Toilet Facilities BC-1109.2 228 Sinks BC-1109.3 228 Kitchens BC-1109.4 229 Storage BC-1109.8 229 Dress, Fit,Locker Rms. BC-1109.12.2 229 Point of Sales BC-1109-12.3 229 Areas of Refuge BC-1007.6 192 Signage BC-1110 230 Tactile Exit$igns BC-1011.3 202 Supplemental HC Req'mts Appendix E 569 27 SPECIAL INSPECTIONS BC-1704 318 28 Fire Protection Equipment Fire Safety &Evacuation FC-404 25 Hazard Communication FC-407.5 27 Tenant Identification FC-408.11.2 30 High Piled Storage FC-503.1.3 31 Premise Identification FC-505 32 Key Box FC-506 33 Room Identification FC-510 34 Central Station Monitoring FC-901.9 54 Sprinkler Systems FC-903 57 Other Extinguishing System FC-904 61. Kitchen Hood Extinguisher FC-610.3 43 Note: Fire Protection Equipment continued on Continued on pg.5 page 5. Page 4 Of 8 APR-8-2008 10:48A FROM:JOSEPH MCGRATH (518)-477-2369 TO:7454437 P.6 t PLAN REVIEW CHECKLIST CONTINUED No. Topic Code Page Required Actual Section No. or Allowed 28 Fire Protect, Equipment Continued from page 4. "W'Extinguisher FC-904.11.5 64 Standpipe Systems FC-905 64 Fire Extinguishers FC-906 66 Fire Alarm Systems&SD FC-907.2 68 Manual Fire Alarm Boxes FC-907.4 75 Smoke Alarms FC-907.2.10 70 Audible Notification Device FC-907.10 75 Duct Detectors FC-907.12 76 Fire Extinguishing Systems FC-907.14 76 Smoke Control FC-909 77 Smoke Vents FC-910 84 Fire Dept. Connection FC-912 88 Fire Pumps FC-913 88 Truss Placards NYCRR Part 1264 Motor Fuel Disp. Facilities FC-2203 175 High Piled Storage FC-2301 193 Hazardous Materials FC-2701 215 Operating Permits TOCP 208-107B Assistive Listening Devices NYCRR Part 1203 Shield Electrical Panels NFPA13(02 edition) 8.14.10.2 29 PLUMBINg CODE Fixture Count PC-Table 403.1 19 Water Supply Service Pipe Size PC-603.1 31 Water/Sewer Separation PC-603.2 31 Fixture Pipe Size PC Table 604.5 33 Pipe Material—Service PC-Table 605.3 34 Pipe Material—Distribution PC-Table 605.4 34 Pipe Insulation EC-804.5 58 Backflow Prevention PC-Table 608.1 40 Pipe Freezing PC-305.6 12 SWIM Drainage Drain Pipe Size PC-Table 709.1 52 Drain Pipe Material AG Drainage&Vent PC-Table 702.1 46 UG Drainage&Vent PC-Table 702.2 46 Building Sewer PC-Table 702.3 Vent Size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 15 Air Admittance Valves PC-917 66 Page S of 8 FnR-8-2008 10:49A FROM:JOSEPH MCCRATH C518)-477-2369 TO:7454437 P.7 4 PLAN REVIEW CHECKLIST CONTINUED No. Topic Code Page Required Actual Section No. or Allowed 30 Mechanical Code Ventilation Rates MC-Table 403.3 26 Dryer Exhaust MC-504 36, Kitchen Exhaust MC-506 37 Kitchen Hoods MC-507 40 Kitchen Make-up Air MC-508 42 Air Plenums MC-602 51 Duct Construction MC-603 52 Duct Insulation MC-604 53 Smoke Duct Detectors MC-606 54 Fire&Smoke Dampers MC-607.5.1 55 Combustion Aar MC-701 59 31 Fuel Gas Code Appliance Location FGC-303 16 Combustion Air FGC-304 16 Accessed Service FGC-306 20 Clearance to Combust. FGC-Table 308.2 22 Pipe Material FGC-403 57 Shut Off Valves FGC-409 62 Chimney Termination FGC-Fig. 503.5.4 68 Clothes Dryer Exhaust FGC-614 108 32 Energy Code Pipe Insulation—Heating EC-803.3.7 57 Duct Insulation—Sealing EC-803.28 46 Pipe Insulation—Hot Water EC-804.5 58 HWH Heat Trap EC-804.4 58 Climate Zone EC-Table 301.1 9 NYS COMcheck Compliance Report Computer Envelope Software Mechanical Required Lighting 32 Elevators&Conveying Sys. Hoistway Enclosures BC-3002.1 525 Emergency Signs BC-3002.3 252 Hoistway Venting BC-3004 526 Machine Rooms BC-3006 526 Shunt Trip BC-3006.5 527 Plumbing System BC-3006.E 527 Page 6of8 APR-8-2008 10:49A FROM:JOSEPH MCGRATH (518)-477-2369 TO:7454437 P.8 PLAN REVIEW CHECKLIST CONTINUED SEISMIC REVIEW SUMMARY ITEM Value BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 295 (default to site class D) Section 1615.1.1 292 S.(short period) Figure 1615(1) 293 S1(1 second period) Figure 1615(2) 294 F.(site coefficient-short) Table 1615.1.20) 296 F„(site coefficient-1 sec.) Table 1615.1.2(2) 296 S.(short period adjusted) Equation 16-38 292 S.I(1 sec. period adjusted) Equation 16-39 292 SDS(short period) Equation 1640 292 Sol (1 sec. period) Equation 1641 292 Seismic Use Group Table 1604.5 266 Seismic Design Category Table 1616.3(1) 299 (short period) Seismic Design Category Table 1616.3(2) 299 (1 sec. period) Seismic Design Category This category determines the (most severe of above two) Design analysis and whether MEP systems must be braced Analysis Procedure Used Section 1616.6 300 Building Components Section 1621 315 Subject To Seismic Design Requirements: Architectural Section 1621.1.2 315 Mechanical Section 1621.1.3 315 Plumbing Section 1621.1.3 315 Electrical Section 1621.1.3 315 Page 7of8 APR-8-2008 10:49A FROM:JOSEPH MCGRATH (S18)-477-2369 T0:7454437 P.9 PLAN REVIEW CHECKLIST CONTINUED NOTES FOR PREVIOUS REVIEW PAGES Page 8 of 8 ------------- ----------- PROJECT NAME: 1,44 �L'V4—r OFFICE USE ONLY ; STAFF INITIALS: ; , BUILDING PERMIT SUBMISSION DATE: , CHECKLIST FOR: MULTIPLE DWELLING or COMMERCIAL PROJECTS 1. Building Permit Application Completed? YES 1 NO N /A 2 Energy Form or CheckMate Energy Code Compliance Forms Complete? (2-copies) ! x _ --..___ _ 3 Energy Code Inspector's Report from Checkmate Program? 2-co ies 4 Septic application completely filled out? a I applicable) .. _ i 5. Electrical Inspection Form complete? 6. Two 2 sets of the plans each of the following: YES iNO N /A a. Floor plans (s)? 3 1 t r b. Foundation plan? i �•' I i I _i.._._......... __ . I-----------I c. Cross sections (s)? I f _ _..._....... --- d. Elevations? e. Design loads including floor, snow load, and wind load? - -__- j ? f. Seismic design (required after January 2003)? g. Plans signed and sealed by registered architect or engineer? ! h. Window and door schedule? Two (2) site plans showing location of the structure to be 7 built, 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 propert�r? E 8. ' Solid Fuel Burning or Gas Appliance Form (if applicable)? ' 9. Driveway Permit Town of Queensbury • Community Development Office • 742 Bait Road, Qteensbury, NY 12804 OFFICE USE ONLY ; PROJECT NAME: , STAFF INITIALS: BUILDING PERMIT SUBMISSION DATE: CHECKLIST FOR: ' SINGLE FAMILY DWELLING 1. f Building Permit Application Completed? YES NO N /A Energy Form or CheckMate Energy Code Compliance 2' I Forms Complete? 2-co les ' Energy Code Inspector's Report from Checkmate 3 ...._._ Programp2-co les ..----- ...__.............................. _ ...................... ............... ._.._...._.._._.. ._._........._._..__...._..._..._.__........-._I_._..._..__._.-------- 4 Septic application completely filled out? (if applicable) � s 5. Electrical Inspection Form complete? --- ------... -- -- ._.._._..- - ---- ....._......_.._._...... -,..._.....................-.-.._.._._............. ..-.,_........._.___..__.... _-.._._....._._.._.._._ _...............--- _.._..--------------- t 6. ' Two (2) sets of the plans each of the following: YES I NO N /A I a. Floor plans (s)? i b. Foundation plan? .------ _ ................ ---,._-.._....-....._..._..._.._._._......_........_.....--._..- ...._...._..........-.......--._..._.....--..-. _.-..........._......................_..-._.................................._...._._.-.....__._....-._._. - - .-....----------------..--- i E c. Cross sections (s)? a d. Elevations? ____-_-.-_- _-......_._-_._...-_._.._..............-...._........._............__.............._.............__. e. Window and door schedule? f. Natural Light, Ventilation and Emergency Egress Requirements? ....._..........---.-._.-.__..._.._____..__.__._._.._....__-_...._.._...._.............. _____._-__._.._._.__ ...__..._._..._-..--.--- -.__..-_._._._._..._.__- g. Plans signed and sealed by registered architect or ( I engineer? Two (2) site plans showing location of the structure to be 7. built, location of well or water lines, location of septic s stem or sewer line? 8. Setbacks from property lines to new structure? ' .............__._-..__.........._.__...._..__..._.................--_..._..__-_..__.__.._.._.----.._ .._.-.._..__.___..._r.....__....._.__........_.. i 8 Setbacks to neighboring wells and septic systems, ' including onsite well and septic systems (if applicable)? --._.._....._.....__.._.-...___..__..-..__.-._...._..._..._.__._..._...._._-.._....._..._....-.__.__..__......._..............._.....____.__....._......._._.._.....__--_-.--..._.__-._....._.....................,...._..........._.__.._._._.__. __._..._._.__.-...._._: 9. i Driveway Permit? ..__"___........_ ......................_..-....................._................_.._._...-------------_---.................................................--........_._...-........................... ..._................._................................_.....................:...._._....._'----......__.1 Town of Queensbury - Community Development Office. - 742 Bay Road, Queensbury, NY 12804 B 12-LTR 11-05 FIRE MARSHAL'S OFFICE Townof Queensbury 742 BayRoad, Queensbury, NY 12804 " Horne of Natural Beauty ... A Good Place to Live ' PLAN REVIEW 2008 - 504 Robinson and Sons 9/18/2008 I have reviewed the submitted drawings for the above project, and offer the following comments: (these are new submittals dated 9/15/08) 1) Exit sign at new HC exit and top of stairs shall be combo pales 2) If fire Alarm system is still planned, provide system details, central station monitoring and final inspection certification 3) Provide Emergency Contact Form 4) Fire extinguisher locations to be discussed Fire Marshal Michael J Palmer 742 Bay Road Queensbury NY 12804 518 761 8206 firemarshal@queensbury.net Fi r e M a r s h a I 's Off i c e • P h o n e: 518-761-8206 • F a t: 518-745-4437 {irenrarslzal@queensburV.tiet • wit7 l.queensburit.rtet MAP REFERENCE: LEGEND: O O IPF=IRON PIPE FOUND U O MAP OF A SURVEY MADE FOR O IRF=IRON ROD FOUND ALICE ZAKRZEWSKI O IRS=IRON ROD SET/TO BE SET ti oL DATED.AUGUST 13, 1991 cu> =UTILITY POLE 1fACNBrIC AUGUST 1969 U U BY: VAN DUSEN&STEVES Q) =DRYWELL W =LIGHT POLE —o— =REFLECTOR =TREES E 2 =FIRE HYDRANT f2 qj% .« 40 Lu � � J —� .� QO cu 4-1 p bL-- EI vi S80030'000E 1. 75' —_ n) c' z' can' t- � IRS 4, � U z IRS "��� TOWER#97 r v�� a) o c�y r� S N/ OF NATION�a11 c N -�..._ ' GRID c� cn 6 IFF rn�y reL Ns`on�uNe c t�on CIO 7° a S035'3871Hr �> �+ 0.4 6 CDADIRONDACK REALTY HOLDING CORPORATION 88°29 -� ca WILLIAM J.&MARION R.STEWART O !— 800K 171 PAGE 295 T4 DirCH N 00 0 48 ----__ - -- o o o Tb "IWx B cr ^M N Lz.w io Div-` -- w AREA E+ 157,648 sq. ft. A G� 3.62 acresok ( lb Opt _ .•A N xllinn All°°.ham , k IRS �ry 0 ' ` �tp•� ills% ��g. N 215 +I h f AREA A< 3bg-R59 A 8,507 sq. ft. mimil 31 C 0.20 acres pig r, IRS ° ° Nr5 01 S71 17 00 E °r0'2 ° 14.24' '`lb.ti10 ou Cb3ti .001 3jg%6 1 150101 S° W IRS '..'r... Cr Cr Cr . 00 0 w aco � Co M W ._ CQ V CCW000 '., W Q H -Sko � IRS �"' G � Zo j1� � z cc '1� Z Q W Rt 0 c Z SJW � . !1a C_ to O C s. d:] LLI O 1 y o ri c� tb Cb tj � 8 2 n' O� i U c Ex Z T LANDS N/F OF ,y �, o Cn RICHARD & CHRISTINE MOZAL o 0 I HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY. 17 b It THIS C 1RTMATION 5HALL RUN ONLY TO THE PERSONS � � Co FOR WHOM THE SURVEY WAS PREPARED. AND ON THER `..� •-� CQ BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY 1 AND LENDING INSTITUTION LISTED HEREON. 6 CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 0 tc � CERTFIED TO, 144 RIVER STREET. LLC CHICAGO TITLE INSURANCE COMPANY GLENS FALLS BANK + TRUST COMPANY. Data FeWmary 26,2008 ITS SUCCE ' A551GN5 PA�TRICICR A AUD AND Sede f'W T 6L1\A., t• CEKI WW MA C - 5 S_ i . •� .�:T .� � 135 DATED• MAY 23. 20 SHEET 1 OF 1 D1344 302.20-2-41 &42 DWG. NO. 08019 N i �. ,. (dD� caM -t4 -) IZ r o TS zx$ z _ FA 1 i11P •�+- 1-D1vt: tzar S _ 3!� 5�� Z to Q '1 o • --_. ------------- 40, - v � '1�l 1, I i�`�Att�D __—.fv'ul�'t1 t�.N-T _-�-- � ' — `z �• -t �V Dx�rz �Y�11 z �y it �7 50 �1�(1� '(�311A►NC' I _ �' 1, e . 3 flQ Ij Nev `Y(::>(AD tU r-1� CCc�Lc�(sl p l� 3�-N ►�� 1 Y oel- 1 ) lu I I ;p'( (24[l 30 Poo I�KTI''�i wI woovs I _ -� V- � 411 kLl � �1�2s — 2x2 ��.u�l� NoT �� ate► � Usc 31-i 1 I 3'lZ 11 rgy J to 4AVS 4JAQD i e4 ►lid.. 1 v } a�ac..� J G ¢•, S rz S -t''1 MAX .C IS6 i l '' 'ADS J Nprip R„dt _ l�j}�- �(S>�.5 - I/z. o -fir- - [►%p`I � t3 U _ 0 f�f5 t16 2 n s f 0 o SCALE: t 4 s !-�p APPROVED BY DRAWN BY 0. oATE:Ix tu r *7�IZ.• i 31 DRAWING NUMBER MAX _01G, IV/ I oe t �-S Y+�, A•�ca�4 _. .3� 1c.E. .��yA s�G�-t.t� N �f Q ,5� t k6, ..�xlb SU .��_V114ril�, 2 r t,G, J��.Ga►6"o.G. I Kki 6kx:o PSI a1 f rt- -K4%D lo I � ` -t r �► r r r 1 r 7 rploo Ire t ,I{6E H`r s Ivrr'. ol _ - .01 __ Cj ri0`" '��• 1° 7 q" _f+� G t 92o _ Z-22a 'j'1�• - - J le s - I ®" L :. Xtp �%' Ito' ter i 14-1 e PR _ o � M;z LIJ (oo P- TTO G W ttl._ 1 _ F I 4P.0oo, IL 2 a N W Z e APPROVED BY va� At -YL ► DRAWN BY g ` Dl►fiE ,fe}.� G.r�jj _ Nj. _._ (.Jr '•-. ._ a 1 /� W G Q DRAWING NUMBER St�� C�gy-Xy U LEGEND: MAP REFERENCE: Z O IPF=IRON PIPE FOUND MAP OF A SURVEY MADE FOR O IRF=IRON ROD FOUND r ~ • ALICE ZAKRZEWSKI O IRS=IRON ROD SET/TO BE SET U • DATED:AUGUST 13, 1991 =UTILITY POLE MAGNETIC AUGUST 1869 BY.' VAN DUSEN&STEVES ® =DRYWELL =LIGHT POLE �— =REFLECTOR 0 0 � = TREES =FIRE HYDRANT _ = WATER VALVE �� Q v E D Application Q �- 12009 0 S80030'00"E 1.75' TOW OF QUEENSBURY nin Administrator _.... IRS TOWER M97 LANDS _._...__._.. IRs N/F OF NA W 20o TiONAI, G � RID w _ ~` HIGH TENSION IPF c__ E-� S(7�7 35 38" •%� o I--� CIO W % w a � 688°29 ~� s,',i ,d z i ,~ Q O A&Lr^ b , a , 1R W � " ... DIT�y rL� O 0 H O �� Or cd / WaARAGE CIO A /ry �p �N ro �/ / ....... . .. . �RTNEN DRIVE ~ by a t ) Q Cd o "ORCH O AREA 159,858 sq. ft' I 2c° W 3.67 acres N O O i 0 L BENCHMARK NUTAT ' Bsi�O 5 NE ,3► POINTING ARROW w s ELEV.=201.19' <La 7 �•. rp �� aVN' ' TF-195.51't� r ' $oaa3gg §63 IRS °� 40 � � _ <<t180F •— 11 !�� YE� ���o�b N �b - Pig.>WW .AREA q IRS NysO . 6,;"297. s . ft. S71017'00"E rp,:25a "�. ' I14.24' �—.. 0. 1,.4 acres N S 3 y9 = IRS Nr3 0.2 c, �52`E o ►r� CO C / c o IRS z � o o A� z 47 r �N��y� LANDS N/F OF V 1 �o RICHARD & CHRISTINE MOZAL b Z 0 P4 c� bp ai Cv d I �C x . CID Date;February 26, 2=1 Scale r-w S- 1 DATUM:ASSUMED SHEET 1 OF 1 CONTOUR INTERVAL= 1 FOOT 302.20-2-41 &42 DWG. NO. 08019 f ; OCES • • TOWER#97 S MAGMATIC A[/GUST ffhg9 /• � ' � .+ ,►r a i � • fill • LAND N/F T40W Pt pF Du — NA ELM NATIONAL / • t � GRID WATERNO SITE LIGHTING FIXTURE SCHEDULE PO ABLEUPPLY WATER SUPPLY 2Trotter Al IS FROM MUNICIPAL WATER Q• P SYSTEM. , i+�� • is ` Par1c�1�..- ; ar � �P�`� TAG STYLE MANUFACTURER CAMP IPF j y �r titGy � TENSION LINE 0 +G� CUTOFF MINI-WALL PACK LITHONIA TWAC ; • °�� L-1 1 BUILDING MOUNTED 100S OR EQUAL 100 WATT HPS , unk Yard so7° s . / 1 APPROXIMATE LIMIT OF / �� 35 38 aW / ' DITCH WET AREA 688.29' / • 4 �• �`�� �'.: `j' 'a'< ;/...4;`�i• BENCHMARK ` y • dy PROPOSED LIGHT L1 PROPOSED -' '� �4 v y�Q�, f NUTAT a (SEE SCHEDULE) PARKING SPACES / ' �'�' OZ`; POINTINGARROW _ - ��/ ELEV.=201.19' +....y.. •-ram.. PROPOSED LIMIT OF ` ' _ t� 7 r ~ T a DISTURBANCE = 19,970 SFf LIMITS OF PREVIOUS N PROPOSED GRASS GRAVEL DRIVE -_ _ SHED TO BE CONVERTED TO DRY STORAGE LINED DITCH OOZY 4 ` (NO CHANGE IN BUILDING FOOTPRINT) "--27' _ • a / LRS 100, ' '�. Ears ° _ _ , __ i b_.... �� rr� H iN _ ' 0.5 FOOTCANDLES TING DITCh - - _. _ ... _ Lulu? �� .� - __ \�, ..• f F+etrul[ m 1 a 0 1.0 FOOTCANDLES ROP , TO R£ I '"" '' mom ,'�+: o `� r r - - - ` '- 1�SA �Z` X .. ;r � T = �+ 4 •- T � j 2.0 FOOTCANDLES £RTy AR "": '� x♦ / Est 100=SETBACK FROM ��H£ EXISTING 16 '� + �`� • • ---- _ . .. . . . �, Z •. �y� r Junk APPROXIMATE EDGE — CEDAR TO REMAIN o / Yard OF WET AREA L _ I, . . / . . . . . . . . Bq . . . : . . o�! R N/G _ . . . . . . . . : . . . // . . . . . A . . . . . . . . . . : . . , . SITE LOCATION . . . . . . . . R DRI O��b LOCATION MAP . . . . . . . . . . . . . . . . . . . . . . . . . . . /,,. - - - . . . . . . . . . . . . . . 1 \ :. . . . . . . E � . . . . . . . . . . . . . . .. ti / . . . . . . .. . . �FN � OM 22 TO . . . . . . \ . . RIVE F]RS SD• - --�► NTS ' . . . _ ' ' BAN-T . . .. . ART / PROPOSED SHALLOW . . O \ . . . . . f12',y/N/NQ R/yr'AY .R NCE l / DETENTION POND . .:.: : :.. — — — — — _ _ _ _ T e£ N / ,i / ZONING INFORMATION PARKING REQUIREMENTS _ _ �+�r �� I .: 1-Pi pORC RAVEL •• A,oF�, .'. ,7(3 RUNS / B - - 0 - / ' // PROPOSED G . . . ' � ' 303 42 O . . . . . . H F oRr 20 2 I j TAX MAP NUMBER: PROFESSIONAL OFFICE .. , s DRIVE AREA . �- T ROM??,�F ryo / ZONE: MIXED USE -1 PER 300 SF OF GROSS LEASABLE FLOOR AREA // OR �� ... . . . . . . . 1-P,P"Tn Ho t a PROPOSED HANDICAP RAMP, / ♦" _ .: 16, , /. . . . . :° 1 s 1:12 MAXIMUM SLOPE; / 7 r. SITE AREA: 3.62 ACRES (PRIMARY LOT) GROSS FLOOR AREA: 1906 SF �r 4-EG W 2.13'f TOTAL RISE / �ROROSED 1 . : : :�`. . . . . .. . . . . 1 / I / DRAINA�`E`, �! ♦ b e - i08 SF 1ST -FLOOR, � o, O 1 PJ � , MAX BUILDING HEIGHT 50 PARKING SPACES REQUIRED: 6.4 _._ ..._. _.... / . : SWALE i ♦ s �' ��/ MINIMUM LOT PERMEABILITY - 309' NUMBER OF P •. . .. . .' . . � � PROPOSED MULCHED / I , �� Ey . . \ / ° red:, 7I Q PLANTING BED / / / FUTURE y / NUMBER OF PARKING SPACES PROPOSED: 8 �lF• • , . . ... . .'. . . . .. . . VEHICULAR ___ _- ` / / (7 STANDARD, 1 HANDICAP) \ - - - - ��. . . . !/jil O � � / •/ INTERCONNECT� ,! � �. BUILDING MOUNTED ♦ :; • , 3_� O r / CUTOFF MINI WALL PACK \ . . . . . - _CG S" LIGHTING ILLUMINARY DETAIL AREA — NNW — —`♦ : : : :� = 1 PROPOSED LIGHT�1 i i NC wA� BUILDING SETBACKS 15 7, 648 SCE. f t. \ 1-Pi � 1-Pi � SEE SCHEDUL)/ \ NTS 3. 62 acres o ...• ... / . ' \ / REQUIRED EXISTING _ , APPROXIMATE W/W /r�rYPjCgL?01BU��0/ PROPOSED 5 PARKING SPACES \` ABSORPTION FIELD / >>R ` oN�r999s' o`� / / FRONT 20 114.9 / OF,�R ft Sire (4 STANDARD, 1 HANDICAP) / '9 : / ,0 / REAR 20' 398.3' NT R£,q�ACK PROPOSED 8'xl8' PROPOSED GRAVEL , / : 4 h0 °�/ PROPOSED UNLIT 2-SIDED FREE PROPOSED 5 x5 LANDING F- 95.51' D O °�`f STANDI G WOOD SIGN; LOADING ZONE PARKING AREA ® ENTRANCE DOOR O� ur h� MAINTAIN 15' PROPERTY LINE SIDE (EAST) 20' 24.5' SHED TO BE CONVERTED TO DRY STORAGE , 1 SE7$ACK; 10' MAXIMUM HEIGHT (NO CHANGE /N BUILDING FOOTPRINT) , / \ / SIDE (WEST) 20 57.0 IRS - VEGETAT10N NOTE: / APPROXIMATE LIMIT THE MAJORITY OF THE SITE CONTAINS / OF WET AREA ► EXISTING LAWN AREAS WHICH ARE TO BE MAINTAINED / 00' ,� RESOLUTION r]Pff*.[J11tP.s1TE PLAN Za-2000 ROBINSON&SON 0 AREA RESOLAIONI shin ;� SITE DEVELOPMENT DATA 8 507 Sq. ft. / INTRODUCED BY: Lre hen Steffan 7 rn)p nnfnlr:,as FID p .N t / 0. 20 acres 5tCcinlucnESY: s TOTAL LOT AREA 3.62 ACRES 157,648 Wphcn Tra.cr SF / \ N15 10, +� \ A siN:fi4su aislAi:trliuii ha s tiprn°tadrs Itt!hr.t2ue:an3htuy Ft»rulirui FicxirJ for iho toliuw,ing.,,Op liernl;,ruuu�a:Mange to ° approved site plan in induds chaagea to perking cludguratm and slotrnkmlcr m initE+cita:nt ri:n. Ghana¢4�an a;;xaaed PROPOSED INCREASE IN 25• / sitvlAwl rvw.nu Pkatning Ward raviwrund wpWxn..;arxt EXISTING IMPERVIOUS / AREAS IMPERVIOUS IMPERVIOUS 41,_ r/ 2 A friblk:tu..ri,vt wims ud,#w iwJ and hull oti ar28 of atilt AREAS AREAS / ( 3. This applicator is sspportsd•aith all documento:ion,public oomment and application material In ria file of record;and BUILDINGS 2645 SF 2645 SF 0 0 4 !dS1T1Q1st 70 nPPJ@StYEl(JJ.IG1tTIOR TO SITE PJ.Ltich�Q...2sT 2QAD fi�JBINSC�V S,S Otf,LLG,IrYNdUcod:y 6reititk ii / 1 t Steffan who move rl far its artnpt an,tieoontJsd by S:eph.:,Tra-.nr: Atx4rcing to the resolution Ixa grad by Staff. Paragraph Four A complies. Paragraph Fe jr E d F do not aotAy. PB(sgraph GRAVEL DRIVEWAYS 3450 SF 7516 SF 4066 SF hew U.the r9artnlng 0oard grants waivtam for grading.le•inmaping.and fifibrin!1, P:yrr}lropli Nxu K cuss not appy. hta If `� \ - `, , i TOTAL IMPERVIOUS 6095 SF 10,161 SF 4066 SF / nF $ a) PLISLIPAt to d6WV.1nr$P.rMlnnt`,rd the Totin of Oneerr.94liry ZCning Cn&tGWIvt t r 51.the Plannirg Board hat tlelormined tray �111 this pro.,osal s�ZeiFd;o with the roquirort►^rds as stated in oho Zoning Code:atd �' rI b). IV-is if Tyr)u II SF!4RA- nr kirthrrrovit:vv is nnt►:tcd 2.579^ 12"xi8" DOT SIGN Pi4RICNG 12'"x18" DOT SIGN 6s•00, o / PERCENT IMPERVIOUS 3.877 6.449 / = MOUNT 60 TO MOUNT 60 TO N15°r0 a) rirmf:.:,pre yw:,Erns.iu rum;fi-innn rril`rtNi:inn Plon,.,must bo ti,tartitbid to ine C,onmunity Devsbpmont ncpvrknant before BOTTOM OF SIGNAW BOTTOM OF S(GN ��25° Q any rurihar review by fhe Zoning Adrni�iatrata w t3u`ldiriQ and Codes personnel. Iris applicant must maeiv+iEh 5irrt:krt r / LRJPAFM / / sporaM and pnor to razuanas of Building,Nerm4 areVer me e*qh,%sg ct My r:iln work. %ilis:aiut:ri Issuance of tumor (R$ parurilti,ii ltixluK)hui4ient prma!'is Jrprudanl cur t:urry,lii+nce�HiIL II,11ti w d ull tr:hurcunduiunti or li i rev tv:itui. / CJ d) As,-built plans tr.certfy th:_t tor.alu.plan la dooA)Ard i1co rdinq In the apwovmd plans to ba provided Pd2r ti is•sumce of the / cGro�of oct>francy.and PLANNING BOARD APPROVAL }O• r,f �.P1,1=�t_E. IF annlj��,.!tcm d to bo ccmbinvd with a IGtter•of credit and/ / 1) NOT APPL CABIF, The Saiilar�Sufw—wnnsuiun plan must be sutmated in 1M wastraater ueparorwnt for ik;mvif!w. SIZE PLAN NUMBER 26-2009 (MODIFICATION TO SP / INTERNATIONAL SYMBOL OF �r7 approval,pabga+tdmsr^ '"n'a"e 15-2008 / FW5-08) APPROVED UNDER AUTHORITY got �j; 4Vaiverreptiests OF A RESOLUTION ADOPTED 512812009 BY THE If ACCESSIBITY ,�, h / !ltlpt�}:grading lands,aping b lighting plans] h h' The.AmiM i rlp;uinll will,nnslii>rte a no art hurler txu•e,orange const�ir tan tiYtcinp shalt Ga instaUed around these arCB� sntl PLANNING BOARD OF THE TOWN OF QUEENSBURY, / - / ��O MCb Jir.«varuied 1%Comwami:t Cavaic;.mant stay NEW PORK. 0 / 0 / 11 Al ta,h1:;to or.dowiu:i-, ;cul(a r Atur.,;. All fiAlu,rx dull lip inysc tt J Fy Cumniunily tievol mum Staff for cuiuosrta±priu ZONING ADMINISTRATOR LpD / OC Ir, ,atullutiun D r=n9�ieenng slgr-oit u;o*oti pricr m su�nalure ut7A•min;l Adr.rinratraim DATE SIGNED ci k) NOT ANNI I1 AUL. Tlv:tip•iil<rr}Si:tte:r rxntmx,lion plan mUsl bt:svhmAA�b ttw'th'.,;tc i6rDcportmont tru its tewlew, / ;m1rovvt normiding and inspection;aid IRS Duty mi'Vi,d bib 2,7i•' Q;w c4 May. 200. ty the fdkrwng Volk, RUBBER HOSE FRICTION GUARD A TAX PARCEL # 303.ZO-Z-4Z LAYOUT, LIGHTING & LANDSCAPING PLAN AYr S: tilt.dackaiasiti,Mr-Ford. SoIgwiic.airs.Staffan.Nr. haver,(dt.Hunsroar " GUY WIRE Nr)FS• NONE SCALE: 1 =20 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL AOSCWr: ear.Skil, ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 8'-0 ' MIN 8'-O" MIN cc: Michael U'Cn,nnor twirzineEngineedng 4 ADDED APPROVAL BLOCK 06118109 NOTE: CONTRACTOR SHALL INSTALL SIGNS AS INDICATED 3 REVISED PARKING & DRAINAGE - FOR SITE PLAN MODIFICATION 4107109 HANDICAPPED ACCESSIBLE PARKING SPACE DETAIL AR 2 APPROVAL CONDITIONS 6/2/08 NTS STAKES 8E LONG / / 1 TOWN ENGINEER COMMENTS 5 20 08 3" SHREDDED BARK MULCH 3" SHREDDED BARK MULCH 0 ISSUED FOR SITE PLAN REVIEW 3112108 PLANT LIST 3" HIGH SAUCER 3" HIGH SAUCER MAP REFERENCE CE N o• Revisions Date SYM BOTANICAL NAME COMMON NAME QUAN. SIZE REMARKS PROPERTY LINES, BOUNDARY "-ice- - =1) )I EE - _ - a 1 INFORMATION AND TOPOGRAPHY TAKEN LAYOUT, LIGHTING & LANDSCAPING PLAN AMENDED =111=III 1=111_—III—III—III- � ► FROM "MAP OF A TOPOGRAPHIC SURVEY prepared for: SHRUBS r ii I I PLANTING SOIL ==7II AMENDED PLANTING SOIL Robinson & Son LLC Pi RHODODENDRON PJM PJM RHODODENDRON 5 30 - 36 in —111 I11 = = MADE FOR ROBINSON & SON, LLC" I III—I r PB BERBERIS THUN. CRIMSON PIGMY CRIMSON PIGMY JAP. BARBERRY 3 5 gal B & B -I - -"' -Ij) fL_ DATED FEBRUARY 26, 2008 PREPARED 6 MIN. 1=11 IllNOTE: ALL TREES 3 BY: 144 River St. EG EUONYMUS FORTUNEI "EMERALD GAIETY" EMERALD GAIETY EUONYMUS 7 3 gal CONTAINER GROWN I I I - -III I 6" MIN. CALIPER AND LESS SHALL I=I1 _ BE STAKED AS SHOWN CG ILEX MESERVEAE CHINA GIRL CHINA GIRL HOLLY 5 30 - 36 in B & B i 6�� i i - I I=111=III=1f 1=1LI=� T USING THREE STAKES Du�, Town of Queensbury, Warren County, New York MIN. I-III-III=111�11--I11-II - 12 MIN• eTgT� an �h Drown: LWD Checked: GTH Scale: NOTED Date: 3/3/08 Steves TREES 169 Haviland Road SHRUB PLANTING DETAIL TREE PLANTING DETAIL Land Surveyors SA FRAXINUS PENN. LANC. SUMMIT SUMMIT ASH 2 3 - 3.5„ CAL B & B NTS NTS 188 Havlland Road Queenebury, New York 12804 (518)nsbury 745-0307 Pho ne 29317-01-S2 (518) W2-8474 New York Ufa. No. 50IN Hutchins Engineering g 9 518 745-0308 Fax / TOWER#97 / LANDS / MAGNETIC AEWST 1888 ' NSF OF / NATIONAL GRID 200 / STORMWATER RUNOFF SUMMARY P EXISTING 50-YE4R 3.59 CFS IPF PROPOSED 50-YEAR 3.41 CFS _. F11Gh TENSION LfNE APPROXIMATE DITCH WET 688.?9. / ' — AREA EROSION CONTROL IMPLEMENTATION SCHEDULE Lo BENCHMARK PRACTICE IMPLEMENTA77ON TIME DURATION OF PRACTICE PROPOSED 4', WIDE N G / RIP-RAP OUTLET\ EL. 195.75t 'V�;/ O/NT1N RO _ -_ y (REMOVE AFTER • --- -_ � � �' ENTIRE PROJECT w ' EXISTING DITCH TO BE CLEANED AND I �,-0� / ELEV.=201.19' SEDIMENT CONTROL FENCE PRIOR TO CLEARING AND SOIL FINAL SITE STABILIZATION AND 12" HOPE / MAINTAINED AS GRASS LINED !DITCH -,: `>\ � INV. EL. 196.5 �-. _:::;_ ,:•.•... , i � VEGETATION ESTABLISHMENT) r . .._...... .._... _.. P ENT �`' � DISTURBANCE '•• .RO ,OSED GRASS � PROPOSED SEDIMENT PROPOSEJD 4' WIDE i LINED DITCH CONTROL" FENCE ? SWALES & PONDS DURING FINAL SITE GRADING PERMANENT RIP-RAP OUTLET, 'EL. 197.50t 12" HD#E _ _ , ' IN EL. 19 .2: i f \?`� 0 44• - ` - `•' � - "• � SEEDING & OTHER AFTER FINAL SITE GRADING PERMANENT Is G DITCh . . .. . . =hl� Sr w sr . �, IF , ,.. now 100 SETBACK FROM ' am APPROXIMATE ED�`E _ . . .. `' _ . . . . . . . . . . . . : ,� _ , ' EROSION & SEDIMENT CONTRO L OL NOTES OF WET AREA . . %I,a�,' �� O ES I SITE IS INITIATED, AND DURING EARTHWORK ,y. .. . : . . . .... . . . . . aA . . . . . . . . . .t . :.. . . . . . . . . . . . .. . . . . / 0�' Dy PHASES,SEDIMENT CONTROLFENCE SHALL OF BE CONSTRUCTED AS SHOWN ON THE PLAN. R N/G �. NV. 194.Ot PROPOSED SHALLOW DETENTION POND; �qG E .y . . . :.: . . . . . r". . . . . . . , . . . . ..... . . . . m sb 150 SF BASE FOOTPRINT; : ' : : °� . . . 2. AFTER EVERY STORM SEDIMENT CONTROL FENCE SHALL BE INSPECTED FOR FAILURES OR 1000 CF TOTAL ART - I . . . . . . y . . OT L VOLUME . . . . . .. . . . . . . . . . . . . .' ' '� c hEN Y SEDIMENT ACCUMULATION, AND ANY FAILURE SHALL BE IMMEDIATELY CORRECTED. LEAN-TO `. . . . . . . . . . . . ... k� Q, fg6 5. .�. . . .' BU RT T SO•. . () / or . . . g TO N fTR/t'F. . . ' TRANCE / . _ � . . �??• A1� .R EN \ `'y�N/,� s q rs 3. ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS OF FINAL SITE o nef N `�' \ POR C� ED G �� p�'%E33 RAooNs GRADING TO PREVENT EROSION. TEMPORARY RAPID GROWTH COVER CROPS, SUCH AS ANNUAL \ C . RAVEL �� Y • ' +H R '200:2 %/ , DRIVE'AREA . — _ M RYEGRASS MAY BE USED FOR TEMPORARY SURFACE STABILIZATION. . . . . . z2 . .� �( , : COIN T h�s�� / 4. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN EROSION . . .i \ . . ... . - - W �`' , PROPOSED 1j�" EXISTING SWALE . . . . HOPE CUL RT % / / AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF THE SOIL AND W / INV. 194.2t WATER CONSERVATION SOCIETY. \ / V 1 . . . . . .� \ INV. 194.4t r °r0'2 w � AREA 157, 648 sq. ft. _ __ :� •:- �, PROPOSED 1 3. 62 acres �_ �j HOPE CULVERT _ :.,... INV.'�194.5t / • �� � CH PROPOSED GRAVEL 1 / ?` ` .... _ —p• i / PARKING AREA TF= 95.51' IRS / � APOWET LIMIT AREA OF � l l`• l f• l l / / / i`1 -_. ', '; ROf'OS /,� 1 _ N htpk - ;AREA / / h 8,,50'7:'sq. ft. �. ,0:20 acres 5 10125 / IS71NG"TOWN WATER \ INFO; LOCA f 10N A ,X1 Pf�RO MATE : 1 ,.6 - . to ~•. I i ' RESERVE AREA FOR FUTURE SEPTIC -... ._.. .._ ._. IRS ;� _.:``'`• ' -'� ;� SYSTEM REPLACEMENT nu SYSTEM, / 1,000 GAL SEPTIC TANK AND PUMP - 65. TANK, 64LF ELJEN B10MAT5 OO' I ��15 �'IRS / STATE HIGHWAY & ROAD INTERSECTION DETAIL 10'-0" / / SCALE: 1"=20' '�— O.C. MAX. 36" FENCE POST � �y n / � DRIVEN MINIMUM 16" / p �h INTO GROUND SILT STOP EMBED . .•• IN GROUND 8 MIN. IRS " / 6 87 Z GRADING PLAN .� :; i.:� :; . :�t• TAX PARCEL # 303.20-2-42 �;� •.:'<• '•;,•`->"' SCALE: 1"=20' ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. / SOIL BACKFILL 3 REVISED PARKING & DRAINAGE - FOR SITE PLAN MODIFICATION 4107109 PERSPECTIVE 22' TOTAL DRIVE WIDTH 2(AT MAIN ENTRANCE) APPROVAL CONDITIONS 6/2/08 1 TOWN ENGINEER COMMENTS 5120108 36" FENCE POST 14" PER FOOT 290 TAPER TO MEET 0 ISSUED FOR SITE PLAN REVIEW 3112108 — EXISTING GRADE MAP REFERENCE N o. Revisions Date SILT STOP EMBED �_+ I-III=III-III=+ I I-I I (-I I= I (—+ ( I= I I=� = PROPERTY LINES, BOUNDARY INFORMATION GRADING PLAN I MI I I—I I I—) I I—I I I I I I—) I I III I ( I—) I I—III—III—III—I I (—III AND TOPOGRAPHY TAKEN FROM MAP OF A prepared for: N IN GROUND 8" MIN. FLOW — — — _ �, ��/ / & SON,TOPOGRAPHIC �CI'C DATED FEBR AR SURVEY MADE �26,ROBINSON Robinson & Son, LLC z /�;���� ���\^\ —UNDISTURBED COMPACTED SUBGRADE DRIVEWAY — 6 SCREENED GRAVEL, NYSDOT 144 River St. GROUND 304-1 TYPE 2 OR 4 WELL COMPACTED PREPARED B Y. SECTION BANK RUN GRAVEL AS NEEDED TO a Due Town of Queensbury, Warren County, New York PROVIDE SUBBASE BELOW DRIVEWAY Steves eh Drawn: LWD Checked: GTH Scale: NOTED Date: 3/3/08 SILT FENCE DETAIL DRIVEWAY SECTION Lana Surveyors 169 Haviland Road NTS NTS ueensbur Qy, 188 se�ana Be.a queeaebury, New York 12e04 NY 12804 29317-01-S3 (518) 792-8474 New York lAc. No. 50135 Hutchins Engineering (518) 745-0307 Phone 9 9 518 745-0308 Fax