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2008-457
TOWN OF QUEENSBURY Fitm ►. 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20080457 Date Issued: Tuesday, January 12, 2010 This is to certify that work requested to be done as shown by Permit Number P20080457 has been completed. Location: 59 WEST MT. Rd Tax Map Number. 523400-307-000-0001-029-000-0000 Owner. EAST SLOPE HOLDINGS, LP Applicant: EAST SLOPE HOLDINGS, LP This structure may be occupied as a: Commercial Addition By order of Town Board Deck TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the 0 /I /7/ property owner of the responsibility for compliance with Site Plan, Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. . Oak TOWN OF QUEENSBURY d,Queensbury,Roa 742 BayNY 12804-5902 (518)761-8201 ��� ------• Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080457 Application Number. A20080457 Tax Map No: 523400-307-000-0001-029-000-0000 Permission is hereby granted to: EAST SLOPE HOLDINGS, LP For property located at: 59 WEST MT. Rd 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: EAST SLOPE HOLDINGS, LP 59 WEST MT. Rd Commercial Addition $260,000.00 QUEENSBURY,NY 12804-0000 Deck Total Value $260,000.00 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications $416.34 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday, September 10,2009 (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 T o een b ry;, a esday, September 10,2008 SIGNED BY for the Town of Queensbury.Qu ury Director of Building&Code Enforcement 4 : 3074)'—/ — OFFICE USE ONLY r C J TAX MAP NO PERMIT NO. Oj �� ! 9� ��� ;-= '. y 6"' N�3 �� r r FEES: PERMIT t✓• RECREATION ENGINEERING 9 2(Ifapplicable)11 °''"' - x < � I ,r r ;;r'''''i'l. fl PRINCIPAL STRLICTLIRE: Dd ''-^` ,', 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:PIIM OWNER: /4.•1 ' VAfr- $A t 4 . , ' ` J ADDRESS: IfN_` 1�- "4• 121 D ADDRESS: QU u r7--( 'A`( 12804 PHONE NOS. 14SS "(0(dO 2 /%l-221X, PHONE NOS. CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: rof414 P J4b104- PHONE: 0-Ia06 LOCATION OF"PROPERTY: .k.ADT*7 ,'(Xt�-- it..\ SUBDIVISION NAME: A /A. PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z0 o F- APPLY TO YOUR F= O O w u) PROJECT Lj SI- O � J p = _ Q U Z � O z ('1 I-- I-: OE- � WZ � cn Ncn OtL I- IL a = o5 SINGLE FAMILY VIM ,.: ) 4, ' Illealleallr TWO-FAMILY ✓ ` MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE rW D)0 BUSINESS OFFICE � �/� et ��T �' RETAIL- MERCANTILE !NlaMlilleialVO ID)( t . :::: .::- . -- VUellitilk.rd j- . '14 FACTORY OR INDUSTRIAL ATTACHED 4 GARAGE(1,2,3) 46, c O t y 1,� . ' �" OTHER -' WO I DOr' `' ©#1 4 /F Lii-ge'-3" IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: t• GT.l -= , -- - - ESTIMATED CONSTRUCTION COST: 01000 FUEL TYPE: WV'. ('AZ /ct L- HEAT TYPE: AC (p) *HOW MANY FIREPLACE(S): 10 AND/OR WOODSTOVES(S): GA ZONING CATEGORY: gc.-a"k ARE THERE WETLANDS ON THIS SITE? 1I( le- IS THIS A HISTORIC SITE? AU PROPOSED USE OF BUILDING OR ADDITION: 1 Ut " igt*ISII214/V•ITr' a7P-ACASID fi *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? 140 ARE THERE EASEMENTS ON PROPERTY? 14 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. 1 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 he.above:= Signed � ' p -t' Aeaptp."J-/)66-tivrnxe/lit 4dA✓r 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 `' 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. Application: BUILDING &CODES APPROVAL ZONING APPROVAL I, • ' r DATE DATE • • It • - QUESTIONS? CALL 761-8256 OR EMAIL codesOqueensbury.net VISIT OUR WEBSITE FOR MORE INFORMATION .-.. ) 1..; x t www.queensbury.net ti , Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804 OFFICE USE ONLY TAX MAP NO. PERMIT NO. Ul 7 tl it PERMIT FEE „ �,! I �1 APPROVALS: ZONING TOWN CLERK o; q ; ; II 4 .`, APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT;- A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. hh� i/V ¢��,Q�,,�, i` I OWNER: Mi11- - 'SpeAa3,�� INSTALLER: MA 1 LA - 46 el"C` y1 -r tA 1• slit C.p�,4,►-�,I,�;,�`^ , I�w,� oz— ADDRESS: _+ .!_�.I _!. _ •gfc,"� ADDRESS: �. I.OI/.. W/' �t2$'o4 QU r1SBu¢i-r ta`( 122134 PHONE NOS. lqS-44000 / 6,I-2zco PHONE NOS. 71?)- 81614 LOCATION OF INSTALLATION: *4 - 1�1�b�A11�► 5M e..aN rcige RESIDENCE INFORMATION: YEAR BUILT I O.OF X COMPUTATION= = TOTAL DAILY FLOW I BEDROOMS GARBAGE GRINDER j 1980 or older X 150 gallon per bedroom = INSTALLED? NO } 1981 -1991 I X gallonper I 130 bedroom = tSPA OR HOT TUPt 1992-present I X 110 gallon per bedroom = O t7 INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING 1,7 STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND ✓ LOAM CLAY OTHER &12A% • oti ✓ GROUNDWATER: P. 2 TeWHAATT DEPTH? diet' BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? • - fob" ✓ DOMESTIC WATER SUPLY: MUNICIPAL / WELL (IF WELL: WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS WIWI" FT. ) ✓ PERCOLATION TEST: RATE IS 1`' I7 PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK: Ii OD GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH 190 FT. ✓ TOTAL SYSTEM LENGTH: 600 FT. SEEPAGE PIT(S): HOW MANY? iA/A ✓ SIZE OF EACH FT. X FT. . ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS 1 FT. ✓ BED SYSTEM SIZE: 1 fi X ku ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. - --For yourprotecticinT pleasenote that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of QUESTIONS? CALL 761-8256 OR EMAIL Queensbur San y swage Disposal Ordinance. codes@queensbury.net A'? VISIT OUR WEBSITE FOR MORE INFORMATION ,4 /p 24A�G7'- www.queensburv.net Signature of Person Responsible Date 1657Ser MA 0/0 M /4 f st'I Town_ of Queensbury • Community Developme: . f fice ■ 742 Bay Road, Queensbury, NY 12804 RUCINSKI HALL ARCHITECTURE N-7 Ronald Richard Rucinski �J� Ethan Peter Hall 627 Maple Avenue q- Saratoga Springs NY 12866 P� Voice 518 580 1905 Fax 518 584 5012 Email ronrr@nycap.rr.com ephall@nycap.mcom Transmittal _ `�� To: John O'Brien—Town of Queensbury Building Department Q, + 3 VLij From: Ethan Hall Date: 29 October, 2008 G&coDES BuILD!N Re: West Mountain Ski Center— Lodge renovations John, Based on our meeting at the above referenced project location we are providing the following information for your file; • This office has reviewed the installation of the building framing and modifications to the existing building framing. All work of this nature appears to be in compliance with the design intent and the construction documents or in accordance with discussions with the contractor during construction. There have been no major deviations from the construction documents and all work is acceptable to this office. • During installation of the sprinkler system it was discovered that an attic access panel to the truss space above the new seating area had been inadvertently omitted from the design drawings. This access panel is being installed in the gable end of the new addition and will be accessible from the low pitched roof above the existing lounge area. The attic space has been built as a "hot-roof" area and will have sprinkler system coverage. • The sewage disposal system installation has been completed and installation was reviewed by this office prior to backfill. All installations appear to be in compliance with the construction drawings and are acceptable to this office. As-built sewage disposal system drawings are attached to this transmittal for your file. Copies are also being provided to the Dept. of Health per their requirements. • A copy of the exhaust hood being provided for the new kitchen space along with the make- up air unit being provided is attached to this transmittal for your file. If there are any questions pleasetgive me a call to discuss. -0,1D Apo /, 4? `ate y�, �\ an P. Hall k 1 Architect 1 F. Cc: Mike Barbone—Wesf"Motinta'ln Ski Center(w/attachments) Y:\West Mountain Ski Center\Lodge Renovation\Paperwork\Transmittal 29 Oct 2008.doc '� o r- s DanSTATE OF NEW YORK DEPARTMENT OF HEALTH Glens Falls District Office 77 Mohican Street ,Glens-Falls,New York 12801 (518)793-3893 Fax(518)793-0427 Richard F.Daines, M.D. ''`` 0 Wendy E.Saunders Commissioner ' Chief of Staff November 10, 2008 Mr. Michael Barborne East Slope Ski Lodge [Gee o p y 59 West Mountain Rd. - -,Queensbury,NY 12804 ---- - -__ - _ — Re: Plan Re-submission i East Slope Ski Lodge,Facility Code 56-AD 19 - Queensbury (T), Warren County 1„ Dear Mr. Barbome: ' This office is in-receipt of re-submitted Architectural Plans, equipment manufacturer technical specification sheets, and an updated menu,received October 29, 2008, and submitted in response to this office's September 19, 2008 correspondence regarding proposed addition of a 2nd floor kitchen and bathroom at East Slope Ski Lodge, Queensbury (T).' In reviewing the re-submission, this office finds it to be acceptable, pending a satisfactory pre-operational inspection by a representative of this office, and under the following conditions: • Your re-submission indicates the proposed installation of a 1-compartment sink with drainboard. If this sink is to be used for any food preparation, you must ensure it is installed with an indirect drain. • Once construction of the facility has been completed, you must obtain a Certificate of Occupancy/ Compliance from the local Building Department or Code Enforcement Office. Please contact that office for further information and ensure that once approved, a copy of the Certificate of _ __ __Compliance is forwarded to this office for filing. _ _ _,._ _ _ _ _�.,._ .. _ - _ _ _ This office is in receipt of"as-is"plans of the facility on-site wastewater treatment system. Review of that system will be handled under separate correspondence, as this letter is not an approval for any modifications made to the current system. Once construction is complete,please contact this office for a pre-operational inspection. Should you have any additional questions regarding your submission, please contact this office at (518) 793-3893 for assistance. A Sine rely, si j'2 ` s i--gory F. R olds cipal Sam arian P:\Facility Folders\East Slope Ski Lodge\Re-submission Review Conditional Approval.doc • 0E_ziss- 1.4) STATE OF NEW YORK 1111 DEPARTMENT OF HEALTH Glens Falls District Office 77 Mohican Street Glens Falls, New York 12801 (518)793-3893 Fax(518)793-0427 Richard F.Daines, M.D. Wendy E.Saunders Commissioner Chief of Staff September 19, 2008 Mr. Ethan Peter Hall Rucinski Hall Architecture 627 Maple Ave Saratoga Springs,NY 12866 - RE: East Slope Ski Lodge, West Mountain Ski Center (T) Queensbury, Warren Co. Dear Mr. Hall, Based on a review of the on-site wastewater treatment system plans for the East Slope Ski Lodge at West Mountain in (T) Queensbury, Warren County and a site evaluation conducted by this office on September 19, 2008 we offer the following comments: 1. Based on our conversations on September 18, 2008 it was said that in lieu of an outdoor grease trap the proposed upstairs kitchen would be piped into the existing system comprising of a 1000-gallon grease trap. Please describe on plans and include justification that the existing system is capable of the increased load. 2. Please include the locations of all other septic systems in use on the plans. 3. Please change the 1500-gallon effluent pump chamber to 2000 gallons as discussed. 4. Please include contour lines in area of septic system. 5. Please include a separate heading for construction inspection notes in accordance with Appendix 75-A and the town of Queensbury. These notes should include which phases of construction are to be inspected, and by whom. —6. Please include a 50%reserve area`for the absorption field. 7. Please clarify if an effluent filter will be necessary at the outlet of the septic tank. 8. Inlet and outlet baffles must extend a minimum of 12 inches and 14 inches respectively, below the liquid level in tanks with a liquid depth of less than 40 inches, and 16 and 18 inches respectively, in tank with a liquid depth of 40 inches or greater. Please review. 9. Perforated pipe must meet ASTM standards for use in septic tanks. Please include on plans. 10. Please specify washed crushed stoned to be used in trenches. 11. Please delete the fill material note from the Sewage Disposal System Notes. 12. Under Sewage Disposal System Notes please revise notes to reference commercial system rather than household. 13. Please revise the title of the plans from New Maintenance Building. If you have any questions please feel free to contact me at(518) 793-3893 Sincerely, Becky Dixon Sanitary Engineer CC Anita Gabalski/Mike Shaw/Greg Reynolds—NYSDOH GFDO (T) Queensbury Code Enforcement Official Kristen Sayers—CDRO ar--1/C7 STATE OF NEW YORK DEPARTMENT OF HEALTH Glens Falls District Office 77 Mohican Street Glens Falls,New York 12801 (518)793-3893 Fax(518)793-0427 Richard F.Daines,M.D. Wendy E.Saunders Commissioner Chief of Staff September 19, 2008 Mr. Michael Barborne �'„ East Slope Ski Lodge `r''o i 59 West Mountain Rd. Queensbury, NY 12804 . Re: Application Review—Incomplete East Slope Ski Lodge,Facility Code 56-AD 19 Queensbury (T),Warren County Dear Mr. Barborne: This office is in-receipt of a Notice of Intent to Construct,Enlarge or Convert a Facility and Architectural Plans, completed by Rucinski Hall Architecture, received in this office on August 25, 2008 for the proposed addition of a 2'floor kitchen and bathroom at East Slope Ski Lodge, located at 59 West Mountain Rd, Queensbury (T). The portion of the Architectural Plans dealing with the water system and wastewater treatment system have been reviewed by Ms. Becky Dixon of this office, and comments regarding those plans forwarded under separate cover, also dated September 19, 2008. In reviewing the food service detail of the plans, this office finds the submission incomplete, and request the following issues be clarified by re-submission: • The Architectural Plans submitted have not been properly stamped by a Registered Architect. In speaking with you on September 19, 2008, you indicated a likelihood for modifications to the current submission, addressing issues relating to the installation of sinks in the 2nd floor kitchen. Please ensure the re-submission is properly stamped. Your plans indicate installation of gypsum board on the walls in the kitchen area, with paint as the intended finish. Please be aware that this substrate may not adequately perform to your needs in and around the area of the stoves and fryers. Hot grease from these units may permanently stain and/or damage this substrate, and therefore, we recommend installation of a more durable and easily-cleanable surface finish. • In discussion with you, you indicated that the suspended ceiling, originally detailed on the plans, is likely to be modified to painted gypsum. Please indicate this modification in your plan re- submission. • Please include detail regarding your proposed ventilation system for the newly constructed bathrooms, and indicate the installation of self-closing doors. • Please submit and updated menu for review. • In discussions with your design professional, it was indicated that you intent to alleviate the interior grease trap inside the kitchen. This office does not allow installation of interior grease P:\Facility Folders\East Slope Ski Lodge\Application Review-Incomplete.doc ' O traps in new construction food service establishments. Please indicate the removal of the interior grease trap in your re-submission. • You must include the equipment manufacturer technical specification sheets for all equipment to be installed in the kitchen. • Please re-submit your modified proposal for installation of sinks in the new kitchen. In discussions with you, you indicated that the currently proposed 3-compartment sink does not adequately meet your needs. Please be aware that you must, at minimum,install a hand wash sink in the kitchen area, and an additional deep basin sink,intended for convenient clean-up. General/Administrative • Please ensure a.Building Permit is obtained through your local Building Department, as was indicated in your submission. A copy of the Building Permit should be forwarded to this office with your re-submission. • Once construction of the facility has been completed, you must obtain a Certificate of Occupancy/Com fiance from theTocai Buiktiri�epartment-or Code Enforcement Office. Please contact that office for further information and ensure that once approved, a copy of the Certificate of Compliance is forwarded to this office for filing. • Finally, not indicated on your submission,basic CPR equipment must be maintained at the 'facility. A brochure detailing your requirements has been included for your review. this office at 518 Should you have any additional questions regarding your submission,please contact lus ( ) 793-3893 for assistance. Since y, Gr, F. Rey ds P ' cipal Sanitarian cc: AnitaGabalski,District Director Queensbury-(-T-)-Building_&Code Enforcement File III P:\Facility Folders\East Slope Ski Lodge\Application Review-Incomplete.doc RUCINSKI HALL ARCHITECTURE ,ZPJ� -Ronald Richard Rucinski ,c Ethan Peter Hall G`� � G, 627 Maple Avenue q-P�- Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email ronrr@nycap.rr.com ephall@nycap.rr.com Transmittal To: David Hatin —Town of Queensbury Building Department From: Ethan Hall Date: 3 September, 2008 Re: West Mountain Ski Center—Lodge renovations Attached please find two (2) copies of revised plans for the above referenced project. These revisions are in response to our telephone conversation of 2 Sept. 2008 and address the following; • The ventilation calculation for the expanded second floor has been added to drawing A-10 in the window schedule. • The stair detail has been modified to indicate the 12" horizontal run-by of the handrail at the top of the stair similar to that indicated at the bottom of the stair. Dwg. A-8 • Structural Calculations have been updated to include the new deck area and have been signed and sealed by the structural engineer. If there are any additional questions please give me a call to discuss. Cc: Mike Barbone—West Mountain Ski Center(w/attachments) Y:\West Mountain Ski Center\Lodge Renovation\Paperwork\Transmittal 3 Sept 2008.doc 1 • , . ,'" • • .. • . i • Job No. 2- 5- q 6 Sheet No. •i of C ' . • . • • • FmE HAANEN ENGINEERING • . 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I•-• I.- 1 i --.1 I... 1.--. t1....- I i • - -1 - --,11 --I i, •-t" i -;! . i . 1 I 1 . 1 . . , 1 . i i . •. . , , 1--II- -11,-- - Ii• 11. . 1 1 . 1 i 1 • . 1 1 I I . 1 1 . 1 . i 1 1. .ii ..11. • -1.. • --..I... - 1 -...,- - 1 1 1 --I- .1. ' : •1 , 1 I 1 1 1 . • 1 i . I I I 1 I i • i i 1 I i • , 1 , : , ' 1 1,• 1 1 I ' • • -i ' • i• i 1 I 1-- : . . : .., , : i . T. ..4.. : i : • t 1 I i i I 1 1 I i 1 , 1 -I -I . : 1- . I: • . 1 1 I li . I. . 1 C ) , i -: . 1 . : 1 , 'I. .._..i„ ....! .. .._._....:: ..I. _ .: \ . , 254 Bay Rd. • Queensbury, NY 12-04 • Telephone: (518) 793-7444 • Fax: (.51-8) 793-7061 • E-mail: hjh@hjhllc.com , . . k9' F COMcheck Software Version 3.5.3 .y Envelope Compliance Certificate 0E-____4-s- . ,, ,.. n In T7 2007 New York Energy Conservation Construction Code , 1-5E i c. N E Report Date:08/15/08 1 B Data filename:Y:\West Mountain Ski Center\Lodge Renovation\Const.Dwg'slWest-mtn.cck VG 25 2003 Section 1: Project Information TOWN OF QUEENSBURY Project Type: New Construction BUILDING& CODES Project Title:Lodge Addition Construction Site: Owner/Agent: Designer/Contractor: 59 West Mountain Road Mike Barbone Ethan P.Hall Queensbury,NY 12804 West Mountain Ski Center Rucinski Hall Architecture 59 West Mountain Road 627 Maple Ave Queensbury,NY 12804 Saratoga Springs,NY 12866 518-793-6606 518-580-1905 ephall@nycap.rr.com Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 1.5 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Vertical Glazing/Wall Area Pct.: 18% Building Type Floor Area Restaurant 2560 Section 3:`Requirements Checklist Envelope PASSES:Design 10%better than code. Climate-Specific Requirements: Component NamelDescription Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Roof 1:All-Wood Joist/Rafter/Truss 770 30.0 0.0 0.035 0.051 Roof 2:All-Wood Joist/Rafter/Truss 1232 38.0 0.0 0.028 0.051 Exterior Wall 1:Wood Frame,Any Spacing 900 19.0 0.0 0.068 0.074 Window 1:Wood Frame:Double Pane with Low-E,Clear,SHGC 423 — -- 0.350 0.520 0.65 Door 1:Solid 20 -- --- 0.300 0.120 Door 2:Solid 20 -- -- 0.300 0.120 Exterior Wall 2:Wood Frame,Any Spacing 1415 19.0 0.0 0.068 0.074 Door 3:Solid 42 -- -- 0.300 0.120 Interior Wall 1:Wood Frame,Any Spacing 182 19.0 0.0 0.066 0.120 Floor 1:Slab-On-Grade:Unheated,Vertical 4 ft. 59 -- 10.0 -- -- Floor 2:All-Wood Joist/Truss 1030 30.0 0.0 0.033 0.042 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage,Component Certification,and Vapor Retarder Requirements: u 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. u 2. Windows,doors,and skylights certified as meeting leakage requirements. Project Title: Lodge Addition Report date:08/15/08 Data filename:Y:\West Mountain Ski Center\Lodge Renovation\Const.Dwg's\West-mtn.cck Page 1 of 9 Li 3. Component R-values&U-factors labeled as certified. 0 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Li 5. Fireplaces installed with tight fitting non-combustible fireplace doors. ❑ 6. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers. Li 7. Cargo doors and loading dock doors are weather sealed. p 8. Recessed lighting fixtures are:(i)Type IC rated and sealed or gasketed;or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Li 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.5.3 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance 'th this •de 04. P►a ? Qu- — >2c 41.1rz i' egg. G I 22 ,610&. 26 Name-Title S�ureS SET " , - Date , �` e. 4a Project Notes: 4 w Com-Check provided for addition to building only ` Ad ', 5 , A Project Title: Lodge Addition Report date: 08/15/08 Data filename:Y:\West Mountain Ski Center\Lodge Renovation\Const.Dwg's\West-mtn.cck Page 2 of 9 COMcheck Software Version 3.5.3 /111141/1 Interior Lighting and Power Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date:08/15/08 Data filename:Y:\West Mountain Ski Center\Lodge Renovation\Const.Dwg's\West-mtn.cck Section 1: Project Information Project Type: New Construction Project Title:Lodge Addition Construction Site: Owner/Agent: Designer/Contractor: 59 West Mountain Road Mike Barbone Ethan P.Hall Queensbury,NY 12804 West Mountain Ski Center Rucinski Hall Architecture 59 West Mountain Road 627 Maple Ave Queensbury,NY 12804 Saratoga Springs,NY 12866 518-793-6606 518-580-1905 ephall@nycap.rr.com Section 2: General Information Building Use Description by: Building Type Floor Area Restaurant 2560 Section 3: Requirements Checklist Interior Lighting: Li 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 4096 2976 YES Li 2. Exit signs 5 Watts or less per side. Exterior Lighting: u 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting. Controls, Switching,and Wiring: u 4. Independent controls for each space(switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. u 5. Master switch at entry to hotel/motel guest room. u 6. Individual dwelling units separately metered. u 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storeroom,restroom,public lobby or guest room; Areas that use less than 0.6 Watts/sq.ft. Project Title: Lodge Addition Report date: 08/15/08 Data filename:Y:\West Mountain Ski Center\Lodge Renovation\Const.Dwg's\West-mtn.cck Page 3 of 9 • u 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: Areas with only one luminaire,corridors,storerooms,restrooms,or public lobbies. u 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. • 10.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. • 11.Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.5.3 and ti comply with the mandatory requirements in the Requirements Checklist. eh 464.3 �_� �� P.444-u,— l -E'ti+rTir-�? ,I '/ 416. Name-Title Signature Date Project Title: Lodge Addition Report date: 08/15/08 Data filename:Y:\West Mountain Ski Center\Lodge RenovationlConst.Dwg's\West-mtn.cck Page 4 of 9 COMcheck Software Version 3.5.3 ird/1 Interior Lighting Application Worksheet 2007 New York Energy Conservation Construction Code Report Date: Data filename:Y:\West Mountain Ski Center\Lodge Renovation\Const.Dwg's\West-mtn.cck Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Watts Watts/ft2 Restaurant 2560 1.6 4096 Total Allowed Watts= 4096 Section 2: Proposed Lighting Power Calculation A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Restaurant(2560 sq.ft.) Compact Fluorescent 1:Triple 4-pin 26W/Electronic 1 15 32 480 Linear Fluorescent 1:48"T8 28W(Super T8)/Electronic 3 8 128 1024 Compact Fluorescent 2:Twin Tube 18W/Electronic 2 6 32 192 Linear Fluorescent 2:48"T8 28W(Super T8)/Electronic 3 10 128 1280 Total Proposed Watts= 2976 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 4096 Total Proposed Watts= 2976 Project Compliance= 1120 Interior Lighting PASSES:Design 27%better than code. Project Title:Lodge Addition Report date:08/15/08 Data filename:Y:\West Mountain Ski Center\Lodge Renovation\Const.Dwg's\West-mtn.cck Page 5 of 9 COMcheck Software Version 3.5.3 r 1 Mechanical Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date:08/15/08 Data filename:Y:\West Mountain Ski Center\Lodge Renovation\Const.Dwg's\West mtn.cck Section 1: Project Information Project Type: New Construction Project Title:Lodge Addition Construction Site: Owner/Agent: Designer/Contractor: 59 West Mountain Road Mike Barbone Ethan P.Hall Queensbury,NY 12804 West Mountain Ski Center Rucinski Hall Architecture 59 West Mountain Road 627 Maple Ave Queensbury,NY 12804 Saratoga Springs,NY 12866 518-793-6606 518-580-1905 ephall@nycap.rr.com • Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Section 3: Mechanical Systems List Quantity System Type&Description 1 HVAC System 1:Heating:Central Furnace,Gas/Cooling:Field-Assembled DX System,Capacity<54 kBtu/h, Air-Cooled Condenser/Single Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : Li 1. Newly purchased heating equipment meets the heating efficiency requirements u 2. Specified equipment consists of field-assembled components-efficiency documentation provided Generic Requirements: Must be met by all systems to which the requirement is applicable: p 1. Load calculations per 2001 ASHRAE Fundamentals Li 2. Plant equipment and system capacity no greater than needed to meet loads - Exception:Standby equipment automatically off when primary system is operating - Exception:Multiple units controlled to sequence operation as a function of load Li 3. Minimum one temperature control device per system Li 4. Minimum one humidity control device per installed humidification/dehumidification system Li 5. Thermostatic controls has 5 degrees F deadband - Exception:Thermostats requiring manual changeover between heating and cooling LI 6. Automatic Controls:Setback to 55 degrees F(heat)and 85 degrees F(cool);7-day clock,2-hour occupant override,10-hour backup - Exception:Continuously operating zones - Exception:2 kW demand or less,submit calculations Q 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfm LI 8. Outside-air source for ventilation;system capable of reducing OSA to required minimum Project Title:Lodge Addition Report date:08/15/08 Data filename:Y:\West Mountain Ski Center\Lodge Renovation\Const.Dwg's\West mtn.cck Page 6 of 9 Li 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly - Exception:Ducts located within equipment - Exception:Ducts with interior and exterior temperature difference not exceeding 15 degrees F. • 10_Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181B tapes and mastics - Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification u 11.Mechanical fasteners and sealants used to connect ducts and air distribution equipment u 12.Hot water pipe insulation:1 in.for pipes<=1.5 in.and 2 in.for pipes>1.5 in.Chilled water/refrigerant/brine pipe insulation:1 in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in.Steam pipe insulation:1.5 in.for pipes<=1.5 in.and 3 in.for pipes>1.5 in. - Exception:Piping within HVAC equipment - Exception:Fluid temperatures between 55 and 105 degrees F - Exception:Fluid not heated or cooled - Exception:Runouts<4 ft in length • 13.Operation and maintenance manual provided to building owner • 14.Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State • 15.Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.5.3 and to comply with the mandatory requirements in the Requirements Checklist. / �// Name-Title Sign. ure Date Project Title: Lodge Addition Report date:08/15/08 Data filename:Y:\West Mountain Ski Center\Lodge Renovation\Const.Dwg's\West-mtn.cck Page 7 of 9 1. COMcheck Software Version 3.5.3 ents Mechanical Requirem Description 2007 New York Energy Conservation Construction Code Report Date: Data filename:Y:\West Mountain Ski Center\Lodge Renovation\Const.Dwg's\West-mtn.cck The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 : 1. The specified heating equipment is covered by Federal minimum efficiency requirements.New equipment of this type can be assumed to meet or exceed 2007 New York Energy Conservation Construction Code requirements for equipment efficiency. 2. The specified cooling system consists of field-assembled components.Documentation must be submitted showing the system meets 2007 New York Energy Conservation Construction Code equipment efficiency requirements for a comparable package equipment type and capacity range. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads.A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. - Exception:The equipment and/or system capacity may be greater than calculated loads for standby purposes.Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. - Exception:Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degrees F deadband(a range of temperature where no heating or cooling is provided). - Exception:Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a)capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during coolingb)capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc)have an accessible 2-hour occupant overrided)have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. - Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - Exception:A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 7. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a)Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics,crawl spaces, unheated basements,and unheated garages.b)Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c)When ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. - Exception:Duct insulation is not required on ducts located within equipment. - Exception:Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. 10. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181B. Project Title: Lodge Addition Report date:08/15/08 Data filename:Y:\West Mountain Ski Center\Lodge Renovation\Const.Dwg's\West-mtn.cck Page 8 of 9 - Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification. 11. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 12. All pipes serving space-conditioning systems must be insulated as follows:Hot water piping for heating systems:1 in.for pipes<=1 1/2-in.nominal diameter 2 in.for pipes>1 1/2-in.nominal diameter.Chilled water,refrigerant,and brine piping systems:1 in.insulation for pipes<=1 1/2-in.nominal diameter 1 1/2 in.insulation for pipes>1 1/2-in.nominal diameter.Steam piping:1 1/2 in.insulation for pipes<=1 1/2-in.nominal diameter 3 in.insulation for pipes>1 1/2-in.nominal diameter. - Exception:Pipe insulation is not required for factory-installed piping within HVAC equipment. - Exception:Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. - Exception:Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. - Exception:Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in.in diameter between the control valve and HVAC coil. 13. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a)equipment capacity(input and output)and required maintenance actionsb)equipment operation and maintenance manualsc)HVAC system control maintenance and calibration information,including wiring diagrams,schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming commentsd)complete narrative of how each system is intended to operate. 14. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork,terminal devices,and supply air diffusers. 15. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems.All gravity outdoor air supply and exhaust hoods, vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions:-Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade.-Ventilation systems serving unconditioned spaces. • Project Title:Lodge Addition Report date:08/15/08 Data filename:Y:\West Mountain Ski Center\Lodge Renovation\Const.Dwg's\West mtn.cck Page 9 of 9 FIRE MARSHAL'S OFFICE j1. Town of Queensbury O742 Bay Road, Queensbury, NY 12804 "Home of Natural Beauty ... A Good Place to Live" PLAN REVIEW West Mtn Ski Center 8/21/2008 I have reviewed the submitted plans for the above project, and offer the following comments: 1) Sprinklers plans and Hydraulic calcs. To be supplied 2) Truss ID signage as reviewed 3) 3rd party certification of wheelchair lift 4) Review fire alarm plan 5) FM to provide key list for Knox Box 6) Review Exit/Emergency light locations 7) Provide fire extinguisher locations 8) Provide layout of new kitchen including: hood, ventilation, equipment layout and suppression 9) Verify posted occupant load of= !> 152 can be accommodated by the egress components 10) .Posting of FD access lane to PDC Fire Marshal Michael J Palmer 742 Bay Road Queensbury NY 12804 518 761 8206 firemarshai@queensbury.net Fir e Mar s h a l 's Office • Phone: 518-761-8206 • Fax: 518-745-4437 firemarshal@queensburj.net • www.queensbury.net 7,5±Cet05 KSpeCri Commercial Final Inspection sort 11111111/4Q Office No.: (518) 761-8256 Date Inspection re...- •ed: ueensbury Building&Code Enforcement Arrive: ;._ Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initial- _ NAME: E v` i Ur 1 PERMIT#:. AU �7' � I LOCATION: /pjf. `�7 , DATE: — — is l (ol'm?rc' �1 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 sq. 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 Okay 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 sq.ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq. 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 Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Fi -E i-k fl t-kAL t3 `1 Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] -3--�jA 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 Layout Required or On File G� Building Number or Tenant Address on Building or Driveway ` 12b. 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 Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd 3 bie,1 Permit No. 416- Town of Queensbury 742 Bay Road , .3 1'3 Queensbury,NY 12804 Scheduled Inspection Date: / Time: s Pie) Phone: (518)761-8206 Business Name: 6 /, i- / (51 Fax: '(518)745-4437 LOCation: 5' 4 n-t 1 A) 12 c1,_ Type of Inspection N/A Yves No EXITS: Exit Access ltfrCOMMENTS Exit Enclosure Exit Discharge X AISLES: Main Aisle Width - Secondary Aisle Width EXIT SIGNAGE Sign-normal g,° F0 1�►f a,l Sign-battery '' i"r3 I I e4 EVAC signs in roomsg J TRUSS ID SIGNAGE I 1 EMERGENCY LIGHTING r©. ° + FIRE EXTINGUISHER: Hung ! Inspection of extinguisher L,....jer `: I U i FIRE ALARM SYSTEM Fan Shutdown , Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Islan ,� Generator 1��'jr 4 C Hood Installation Plier Elevator Interior Finishes Storage2n11 - 6.711P/ Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed/Labeled Combustible Waste , Vehicle Impact Protection Knox Box ( F.D.Signage-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan , Approved of no other approvals apply,the B&C Office will issue the Certificate of Occupancy) o Denied I Coil for Recheck Inspect By: i L:\FlreMarshal\New Folder\permitfo occupyform.doc Io :d o - /2 A100 �-,=rG��. 0 , Inspectionfor Permit to Occupyjjj j fire Morshti{'s Office Request Rec'd Permit No. \d1 Town of Queensbury d. 742 Bay Road ti '1 �_t ����7` Queensbury,NY 12804 Scheduled Inspection Date: /� C V Time: Phone: (518)761-8206 Business Name: !Lk .9 . . b S'i\v}Q Fax: (518)745-4437 Location: ' L'(c 4 ,/171 0 .d Type of inspection N/A Yes No EXITS: f Exit AccessCr Exit Enclosure COMMENTS Exit Discharge rt, AISLES: t jSa II Vol CIO Main Aisle Width e Secondary Aisle Width CZ-- 0 . it i A naii0 V A A 4. EXIT SIGNAGE r sign-normal S iI krkx5 -k- C1:1— Sign battery .., 0 EVAC signs in rooms y �` ���, ('j TRUSS ID SIGNAGE elt- e�R S C EMERGENCY LIGHTING , A)FIRE EXTINGUISHER: Mk)' \ m—` e?t 1 Hung a-- _ Inspection of extinguisher C9L, i Iv a wj fv\ 6)1— C _ FIRE ALARM SYSTEM �} Pti- Vat i c c.c ' i N.► Fan Shutdown --- -J-�,� Fire Sprinkler System C AO 4- f\Cir,V CA---- r {C)C.- Ci t`r -- Fire Suppression-kitchen C Fire Suppression-Gas Islan �"° Generator C k'cQI.. Hood Installation Elevator D �C‘MGOCi) -V- ram -"1 6 E Interior Finishes _ Storage CZ� Compressed Gas Clearance to Sprinklers f`?iL. 14) "1 s5z,,,l ;, w c~tch c Clearance to Electrical Cv_Ca '3 Electric Wiring Enclosed/Labeled �. i or- Combustible Waste _ Vehicle Impact Protection _yy � -- Knox Box i\\ ' 11` Pr'.�" .- r; `�� ,,.+non' -" " 'i, F.D.Signage-Utility Rooms �� , �� No Smoking Signs 11 Maximum Occupancy Sign _-_ - Emergency Evacuation Plan - „. --- _ 4 Approved (If no other approvals apply,the B&C Office will iss .erti'cate of Occupancy) a Denied I call for Recheck - inspected ay: 5 tr \-► cA iNo MiLx\-6-424 i rr`; 'two-it 16 -tc t.5 ®e, r•t '° L:\FireMarshal\New Folder\permitto occupyform.doc 1111c /Y„'•00 - /2 U 00 --rr`da y Commercial Final Inspection :' $ort Office No.: (518) 761-8256 Date Ins.ection r-quesr rr - 'ed: Queensbury Building& Code Enforcement Arrive: i v earl t Depart: . .',-.111112m 742 Bay Road,Queensbury,NY 12804 Inspectors Initi NAME: i 1,,,I, /ff ,��,r i 1 `� � PERMIT .• Oc7 LOCATIO3'Y: ` '7 �,5 i- /1' t ., let DATE: 1`2 -/7' .20 COMMENTS: yy Ill n.-- _ =-T- --____ --- Chimney/"B"Vent/Direct Vent Location 1 Plumbing Vent Through Roof 6"/Roof Complete �.C°A?� ��_a Ate_ Exterior Finish/Grade Complete 6"in 10' or Equivalent .1/ Interior/Exterior Guardrails 42 in. Platfoan,i/Decks J _ V _ 0\ INV-6\APc-L • Interior/Exterior Ballisters 4 in, Spacing Platform/Decks Stair Handrail 34 in.-38 in. /Step Risers 7"/Treads 11" VT-E-lj . �>Nt Vestibules For Exit doors>3000 sq. ft. / 1 All Doors 36 in.w/Lever Handles/Panic Hardware,if required ',!/ FIB- '�.1{�\L� � ?FI Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. ,/ B Gas Valve Shut-off Exposed&Regulator(18")Above Grade , 1 �`" �" '� Floor Bathroom Watertight/Other Floors Okay 1 Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Ni Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion '� Low Water Shut Off For Boilers Gag Furcate"shut Off Within 366fr."or Within-Line Of Site - Oil Furnace Shut Off at Entrance to Furnace Area _ Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 sq.ft. /// 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors i Ceiling Fire Stopping,3,000 sq. ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required i Elevator Operation and Signage/Shaft Sealed f Handicapped Bathroom Grab Bars/Sinks/Toilets V i Handicapped Bath/Parking Lot Signage • Public Toilet Room Handicapped Accessible / Handicapped Service Counters, 34 in., Checkout 36" r / 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 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 Okay To Issue Temp. or Permanent C/O / Okay To Issue C/C L:\Building&Codes Forms\Building& Codes\Inspection Forms\Comme Final Inspection Report.doc Commercial Final Inspection Repot fi fir' Office No.: (518) 761-8256 Date Ins ection r .que'st received: Queensbury Building&Code Enforcement Arrive: .�G arnipm/ Depart: 9 742 Bay Road, Queensbury,NY 12804 s Inspector's Initial :' p 1 j�._ NAME: ia'ah1' `t`'1C4‘k 1 i-11 iu IDIA\ Cra..1-i. PERMIZ#: ( 9 7 LOCATION: ,5-9 ice,EAT- Mt n—R t (2,0 DATE`:= 1 l 1 C,N c)', COMMENTS: Y N NA R E_1 �� BRC:Hvwf Chimne /"B"Vent/Direct Vent Location ',r Plumbing Vent Through Roof 6"/Roof Com slete L.-, t 1 ER Pit "'I Exterior Finish!Grade Complete 6"in 10' or Ea uivalent AMMINO �R(��►ti..;,/ `/JE '1C;�j� Interior/Exterior Guardrails 42 in. Platfoiiii/Decks Interior/Exterior Ballisters 4 in. S.acin Platform/Decks ---, Stair Handrail 34 in.—38 in./Stei Risers 7"/Treads 11" AMIE Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Cano' or E e uiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Waterti.ht/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum 1 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 Stocicroom/Storage/Receiving/Shipping Room(2 hr.), 1 1/4 doors > 10%> 1000 sq, ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq. ft. Wood Frame / Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" I Smoke Vents Or Fan, if required _ Elevator Operation and Signage/jSh_ aft Sealed .,/ Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible ,�' Handicapped Seivice Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond]Both sides] __ -3 Active Listening System and Signage Assembly Space 4t 1`111)? 111 Final Electrical / KW_.�„ Site Plan/Variance required �' ," Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File I Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide b 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 L) c Uy Uu 1U:42a Non KucrnSKi 0 TZS-0b4-0L)IL p.I F C I RUCINSKI HALL ARCHITECTURE -se. " Ronald Richard RucinsEci Ethan Peter Hall '` 627 Maple Avenue - tip;; Saratoga Springs NY 12866 �: `:::.-i- '-s- -`. >Y }: Voice 518 580 1905 Fax 518 584 5012 Email ronrr@nycap.rr.com ephal l©nycap.rr.com Transmittal To: John O'Brien—Town of Queensbury Building Department From: Ethan Hall Date: 29 October 2008 Re: West Mountain Ski Center— Lodge renovations John, Based on our meeting at the above referenced project location we are providing the following information for your file; • This office has reviewed the installation of the building framing and modifications to the .mil, existing building framing. All work of this nature appears to be in compliance with the design intent and the construction documents or in accordance with discussions with the contractor during construction_ There have been no major deviations from the construction documents and all work is acceptable to this office. • During installation of the sprinkler system it was discovered that an attic access panel to the truss space above the new seating area had been inadvertently omitted from the design drawings. This access panel is being installed in the gable end of the new addition and will be accessible from the low pitched roof above the existing lounge area. The attic space has been built as a "hot-roof area and will have sprinkler system coverage. • The sewage disposal system installation has been completed and installation was reviewed by this office prior to backfill. All installations appear to be in compliance with the construction drawings and are acceptable to this office. As-built sewage disposal system drawings are attached to this transmittal for your file. Copies are also being provided to the Dept. of Health per their requirements. • A copy of the exhaust hood being provided for the new kitchen space along with the make- up air unit being provided is attached to this transmittal for your file. If there are any questions please give me a call to discuss. Regards • Etha . all Architect Cc: Mike Barbone—West Mountain Ski Center(w/attachments) Y:\West Mountain Ski Center\Lodge RenovationTaperwork\Transmittal 29 Oct 2008.doc 1 Dec 09 08 10:42a Ron Rucinski 518-584-5012 p.2 f'. .Rt1CINSKI HALL ARCHITECTURE �- ��_: Ronald Richard Rucinski a1\f� :z ,2,444tr, Ethan Peter Hall ff' °i � (� 627 Maple Avenue r: ,, /#4 • Saratoga Springs NY 12866 ~74„ s-dkj k, Voice 518 5801905 Fax 518 584 5012 Emaik ronrr@nycap_rr.com ephall@a nycap_rr.com Transmittal To: John O'Brien —Town of Queensbury— Building Department From: Ethan Hall Date: 9 December, 2008 Re: West Mountain Ski Center— Lodge renovations John, Based on my review of the above referenced project) have the following items that are punch list items, otherwise all work on the project appears to be complete and in conformance with the construction documents and is acceptable to this office. • Installation of the handrails on the exterior stairs needs to be completed. This was being done during my site visit on Monday, 8 Dec. 2008. • Final work on the fire suppression sprinkler system was being performed and was meant to be completed by mid week. Once final installation is complete performance and testing information will be provided to the fire marshal's office and the building department by the contractor. Otherwise all work appears to be complete_ If there are additional comments please let me know. Regards Ethan P. Hall Architect • • Cc: Mike Barbone—West Mountain Ski Center(w/attachments) VAiI7.ot 11d..,,..ro;n CU;!'a.,taAt"Ann AannvvtinnlPanPnvnrlrtTrancroittal 0 Pier'AMR dart 1 it---r i ot z._—ti ( /c4-&-- I 3‘ kr_Trei---) ... Ilk Commercial Final Inspection Deport ,,f, Office No.: (518) 761-8256 Date Inspection requ Queensbury Building&Code Enforcement Arrive: CZa Depart:g rz pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials NAME: L ,.Sl't r` P_ PERM 4g— 24 LOCATION: 5`7 ( s N. _ I c DATE `"� `� - COMMENTS: / Chimney/"B"Vent/Direct Vent Location i✓./ N NA /14 lice_ /1/49- i U PlumbingVent Through Roof 6"/Roof Complete f. Exterior Finish/Grade Complete 6"in 10' or Equivalent �!/ / ` § j 3 Interior/Exterior Guardrails 42 in. Platform/Decks y / j� Interior/Exterior Ballisters 4 in. Spacing Platform/Decks • Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" / Vestibules For Exit doors>3000 sq_ft. t f/ All Doors 36 in.w/Lever Handles/Panic Hardware, if required J� Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade S I Oa,( 1 d�v Floor Bathroom Watertight/Other Floors Okay / Relief Valve,Heat Trap I Water Temp.110 '1 egrees Maximum / , �t� Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System — VA%7.-- x' ... 72 c vw:-e 11 Fresh Air Supply for Occupancy/Ventilation Combustion 1��1LL ,s ` ill ©<e Low Water Shut Off For Boilers J Q.),A F c- r,�,_ Gas Furnace Shut Off Within 30 ft. or Within Line Of Site f 1 / Oil Furnace Shut Off at Entrance to Furnace Area �/ — C. _ VD % \ `R Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 Y2 doors / yJp�\ � � Wi�C :9-- 4 > 10%> 1000 sq.ft. ✓ �/ fjtt �i Vt 3/4 Hour Corridor Doors&Closers - Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire .✓ _ ! b__‘.._Aii.._ v:\Q___ C v St Dampers/Fire Doors _ Ceiling Fire Stopping,3,000 sq. ft. Wood Frame `cam' \\e> �'� - Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required /1, — Elevator Operation and Signage/Shaft Sealed fj � FHandicapped Bathroom Grab Bars/Sinks/Toilets '�� 0 4� Handicapped Bath/Parking Lot Signage f c�Y� � -F Public Toilet Room Handicapped Accessible //' Handicapped Service Counters, 34 in., Checkout 36" -.2-ci Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] f �E \---� Active Listening System and Sage Assembly Space Final Electrical '' ' CURLE-t_� -,\--ws,,,e Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. "DV- IM•--L— kzAkM �� As-built Septic System Layout Required or On File l -^ Building Number or Tenant Address on Building or Driveway V j �� illo r1 � + Water Fountain or Cooler t/ V / Building Access All Sides by 20' /Driveable Surface 20'wide — -fir. R-4,/ Orr, Okay To Issue Temp. or Permanent C/O — _Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Farms\Commercial Final Inspection Report.doc Commercial Final Inspection Report Cef C Office No.: (518) 761-8256 Date Inspection` request received: 7%{Y" Queensbury Building& Code Enforcement Arrive: /l j30 am/p.m Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: `)I1( NAME: 1,6f (4+. 11 t PERMIT#: LOCATION: 5-, DATE: /Z- 1 - 0& , COMMENTS: V 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" V Nei. I �'' ci '` Vestibules For Exit doors>3000 sq. 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 Okay 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 sq.ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq. 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 Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage 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 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 / Okay To Issue Temp, or Permanent CIO rrf Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: i Queensbury Building &Code Enforcement Arrive: /'Y am/pm Depart: am/pm 742 Bay Rd., Queensbury, NY 12804 ' / Inspector's Initials: OA NAME: P��/ T. 51L c +-v PERMIT NO.: 0 - `t 7 LOCATION: 4 C( L ' Si"`I44 INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/Clay Type of Water: Municipal/ Well Water Waterline separation distance _ ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ,w ft. Depth of trenches ______T_ft. Size of Stone _ Seepage Pits: Number Size: x Stone Size: Size: /� / u, Piping Size Type I, .c„_ Building to tank k11.4mJ Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y/ N/ Partial End Cap Inlet/Outlet Pipes&Baffles Y N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y—N Engineer Report and As-Built �.Y_N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use to us: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 l rn _] NO PARKING IN w It ,'� UNLOADING ZONE BY ; ; ; ; �a, [� ; ORDER OF THE 1 r 1 r r 1 .. f `� FIRE MARSHAL PROPOSED TILE FIELD ; ;� It 15 LATERALS AT 60'-0" i iiiii I r 11 1 1 1 1 r 1 � 1 1 i11 It PROPOSED LOCATION It 1 OF EFFLUENT PUMP J EXISTING CHAMBER — 1,500 1 1 I r 1 DRYWELL ' ' GAL TANK E 1 DROP i OFF It ONLY r PROPOSED LOCATION OF NEW SEPTIC TANK 1,500 GAL TANK PARKING 11 LOT �► i i i i i i i Step © ` r r ► ; \ —1 H CAP PARKING 444'-6" 1 r 1 1 1 AREA — SEE DETAIL L 2000 t 30'-" 57 — t, OPEN 1 1 PROPOSED—'� '1 SITE PLAN 22--2008 b LIFf = ADDITION G Olt I R01405ED THESE PLANS HAVE BEEN APPROVED UNDER AUTHORITY ADDITION OF A RESOLUTION ADOPTED 17 JUNE 2008 BY THE PLANNING BOARD OF THE TOWN OF QUEENSBURY, NEW YORK WITH 1 THE FOLLOWING CONDITIONS I MA,N ; 1. THE APPLICANT RECEIVE FINAL SIGNOFF BY THE TOWN OF QUEENSLonGE ENGINEERING CONSULTANTS — VISION ENGINEERING, LLC. 2.THE PLANNING BOARD HAS GRANTED WAIVERS FOR STORMWATER, LIGHTING AND LANDSCAPING. 1A- ,• EXISTING TIMING do SCORING o BUILDING • �" e i i1 i i - L_j, 4 ZONING ADMINISTRATOR DATE RKING SPACES r, 1 1 1 t 1 r EXISTING T a 1 r DRYWELL �/Yz `;, �, 2008 _ ____________- r �lng Admmis#ta#ar 1 i SOWN OF QUEENSBURY 1 r r t SITE PLAN 1 1"=50'-0" x Rough Plumbing I insulation inspe Reports ctifl Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: 41) am/pia Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspecto`r's�lnitials: 'K-�---� NAME: 0 , 1*\ PERMIT #: LOCATION: , .c /t(? INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent I Vents in Place 1 6 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping r — .S.I fo 15 minutes PAii.21).A/ ca Insulation / esidential Check/Commercial Check T Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation) - _ Duct/Hot Water Piping Insulation rC ,1 C -' If required unheated spaces Combustion Air Supply for Furnace .r' Duct work sealed properly/No duct tape COMMENTS: ±. Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 1 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection • e . = =d: Queensbury Building&Code Enforcement Arrive: ;6.1i Depart: 76, 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: i NAME: Weser Mo_.001---Fi�� 1 CE.0TF� PE' 01' #: C)-'4-\�-j LOCATION: oF.Ar-1.Abi �&L� Ro DAT : 11—1 -0`6 COMMENTS: V>rii- L.A 0\ka?._.' LONt-Y-TI:\a) Y_ N NA -�- Chimney/"B"Vent/Direct Vent Location Vai-\� b,'C,Q EIS DE i i Plumbing Vent Through Roof 6"/Roof Complete LiNPA to-T1 po iT-©1.�� Exterior Finish/Grade Complete 6"in 10' or Equivalent M t=T'i•J 1 EA Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks _ T tAIVe, Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" M 1 v,e.._ ‘.6 11D elk nE ."'W Vestibules For Exit doors>3000 sq. 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 °t6E4) P1_ a� Floor Bathroom Watertight/Other Floors Okay OF. V1 V- E_ 5 1 eJ 1v 1 Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum ib-T-_A .RlO �,�,t j CZ Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion C 13i�OV 2E k ED o i Low Water Shut Off For Boilers e1Gv-N Bck\E tEp. Gas Furnace Shut Off Within 30 ft. or Within Line Of Site L6PVt►J1 . ' Oil Furnace Shut Off at Entrance to Furnace Area BE C_O ci-E) Atz0 Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors (\cPeth 1FonTTtt *vd > 10%> 1000 sq. ft. %Hour Corridor Doors&Closers j�j0 PC-Ert D OF t>� Q' U Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire -1— _`l01 - Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame _ l��b j Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required 1-kc t ` C .C3ia_t CRI-E Elevator Operation and Signage/Shaft Sealed k Handicapped Bathroom Grab Bars/Sinks/Toilets ���� �`�` Handicapped Bath/Parking Lot Signage IACA t - A)EZ Public Toilet Room Handicapped Accessible 6-T7 k p_ t_p ,, Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] -- DtbG 6elc) pV4).\,p,[ _- Active Listening System and.Signage Assembly Space Final Electrical hC,t Epp@, Site Plan/Variance required 1E1)3 bfli __ Final Survey,New Structure/Flood Plain certification,if req. 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 Aillill 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 /2- f Septic Inspection Report Office No. (518) 761-8256 Date Inspection requ • ,,- .�" Queensbury Building &Code Enforcement Arrive: _k-2 Dt . I et !eU-rt. 17._-7 i a / m .� 742 Bay Rd., Queensbury, NY 12804 Inspectors Initi.is: _ fi Aii 1Sk %NAME: T.., sip„,.i.cr. R� NO.: cL (✓ LOCATION: ? % I ((/ I 'PECT ON: j -- ®-t)t) RECHECK: --��< Comments and/or diagram Soil Type Loam / Clay Type of Water(Mu_r.i / Well Water • Waterline separation distance ft. Well separation distance ft. Other wells: ft. �C� Well Casing Length 50' + / Y N N/A , C14 U .�® Absorption Field: Total length *� eft. � - `� 0.0 Length of each trench 1 t 3,,,t ft. � 0 ���L Depth of trenches °2., ft. 1 AP Size of Stone z_ k' Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank (,2'A bekl 40 Tank to Distir-iistainn-Be c .-- 1 ‘a b& ir. . Distribution Box to Field / Pit Et V )C.> c", l_ Qe. _ Opening Sealed: _ _N End Cap N 3 Inlet/Outlet Pipes&Baffles Y_N -Z.Pii3e ` i �ik- s �'' C�'"i'---V a ��i be o G,N%--- %y�.- ems.... \i - Location/ Separations Foundation to tank k.3 t ft_ Foundation to absorption ft. — Separation of Pits ft. Conforms as per PJ..ot-PT .. • _ N , 1" ® ` ,tcyf,\V7 17 Engineer Report a As-Buis Y N Location of System on Property: Front Rear, Left Side Right Si Middle Front Middle Rear S stem Use Statu Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc i _ 7,7 L',,,,,'L-- ,--- -' '/U , /Ai,)r,To-b Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins,ection re•u st re . ed: Queensbury Building &Code Enforcement Arrive: : A 3%* part: a m _ 742 Bay Road, Queensbury, NY 12804 Inspector's Initi s: W4NAME: - iii9. �r . _ PE T #: O? <672 LOCATION: s-"",° Al J1 .,eel" . IN CT ON: / ' P3E—%2FE TYPE OF STRUCTURE: Y N N/A p s-E Rough Plumbing/ Nail Plates f Plumbing Vent I Vents in Place :f, 'a! e 1 %2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head ,`5a'—F\S. or 15 minutes / Insulation /��tesidential Check/Commercial Check ���L._ —1 6-v- F,._13�pN ��61,1 Tyvek orS rhilar Exterior Sealant �.g\ 2-EP Proper Vent, Attic Vent RlO Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation — E.y---\--E9Nrokz, LzPkg If required unheated spaces 67- ` 6 Combustion Air Supply for Furnace Duct work sealed properly/No duct tape 2- 'FLU \I\ t-r-c\ K�-P COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Ins citi�rgque's`t received: Queensbury Building&Code Enforcement Arrive. 5 3im/pi % Bart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspe .tor's Initials:�1� NAME: 4-' 65/ '�'l /,: ate. PERMIT#: ge— LOCATION: .W , Pr- /0 INSPECT ON: '3 TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers 1 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2(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 F'e/wall 2,3,4 hour a' restopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 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 wok Cr00 ) 6 — /C' fvo „Joe..-1 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date In pctio request received: Queensbury Building & Code Enforcement Arrive: 1 - 16 am/pm op9part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: -3i_- NAME: , ' 1 7, L I --'+► ,-ev PERMIT #: 01 — At 7 LOCATION: lir • / INSPECT ON: , � ''r-`1�T , TYPE OF STRUCTURE: Y N N/A Rough Plumbing/ Nail Plates Plumbing Vent/Vents in Place 1 %2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head :S.I o 5 minutes Insulation/Re idential Check/Commercial Check Tyvek or ' .ar Exterior Sealant Proper Vent, Attic Vent SEE ; _�c.A Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed propel/No duct tape 1-rr r A.ere; )3 COMMENTS: ^ /��6P 6 Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 (0i °7(3 Framing / Firestopping Inspection sort ✓ Office No. (518)761-8256 Date Ins, ion -•:'est e 0 e u Queensbury Budding &Code Enforcement Arrive: '-= a pm 0-part: 1 ^ a V 742 Bay Road, Queensbury, NY 12804 Inspector's Initial-: :, 4 " L ,' dal (2A/:1- NAME: 6 - Si- r �J" WIPLifte..-- PERMIT#: " e) ftiu LOCATION: (-/ aegi-Aid INSPECT ON: 111-0 0 0-1v- TYPE OF STRUCTURE: ( i'( AS/ i'`( ` C--- )°I i`-t 10 0 , t-,-/::1 _ _Z-_-_7- _ 1 OS V _C:-_--c---‘" t3,_. -__ -- -\—, -- ---- ' -- ,-- -- P(''',4-.- Y N NIA ` Framing 'i--6 ing J Attic Access 22" x 30" minimum i EeD T© k�SP7' t of Jack Studs/Headers t D e _ Bracing I Bridging / - NEE_c �A � ��,5 ,tee___ Joist hangers t�IJ of F a►J .lit Jack Posts I Main Beams l,-5i 6,3 Exterior sheeting nailed properly C^�flM�tJ� -1 � 12" O.C. — LaAI. C©��L a I I Headroom 6 ft. 8 in. _ L 'To p *A .i eY) cwcklaQ Stairwells 36 in. or more �© Go►• � FPt_ P d tJ sol-©PACE Exterior Deck Bracing lV E N o`Q0eR V E Z Headroom 6 ft. 8 in. Notches/Holes I 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 '��'�4°Fire wail 3 4 hour Firestopping _ ✓ ›. 1J e F t) �e� =_ FA v_e-6-70? b 0 FF c Pene a ion sealed ��-�P 16 inch insulation in cavitymin. �e-r-c--k\ Garage Fire Separation House side'/Z 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 L:\Building&Codes Forms-OLD'Buildin0&Codes\lnspection Forms\Framing Firestopping inspection Report.doc Revised January 7,2008 Rough -Plumbing I Insulation Inspection Re art c -r' Office No. (518) 761-8256 Date Inspection r-•,. - ed:t-/1©/(r Queensbury Building &Code Enforcement Arrive: t ���;- n � part: I6 LJ„ 1-7, 742 Bay Road, Queensbury, NY 12804 Inspector's Initial.. tow- NAME: f tikej ��_ PER IT #: 0e-it ;. LOCATION: 5 etid- / INSPECT ON: A 1V-OT TYPE OF STRUCTURE: CAA; I ' cie.____ Y N N/A Rough Plumbing/Nail PlatesPlumbing Vent/Vents in Place , 1 1/2 inch minimum Drain Size 3 Washing Machine Drain 2 inch minimum ��- /�( Cleanout every 100 feet/change of direction ,/ Pressure Test Drain/Vent 7 Air/ Head 5....R,Scililt>above highest connection for 15 minutes ressure Test ?ItA14,6I Piping Air/ Head 50 P.S.I for 15 minutes Insulation / Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: 1JE_CV ct•5 Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 k%-cti-t:Scie27, Framing I Firestopping Inspection Report Office No. (518)761-8256 Date In pectio�r aequest received: Queensbury Building &Code Enforcement Arrive: C� -(� am/p part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspe or's Initials: NAME: 13!3'J fl'l+,. PERMIT#: LOCATION: `7 ,�/�S 7- 1�I 7`, Ker INSPECT ON: 0 1� TYPE OF STRUCTURE: Y N NIA Framing COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging � r Joist hangers 0 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 ftor less on center Ice and water shieJ 24 inches from wall Fire separa Ion 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %z 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 L:1Building&Codes Forms-OLDBBuilding&CodesUnspection Forms\Framing Firestopping Inspection Report.doc Revised January 7,2008 /0 —I Foundation Inspection Report Office No.(518)761-8256 Date Ins•ectio• a uest re eiv, Queensbury Building&Code Enforcement Arrive: a t 4e%•• -Depart: Dwir. II p 742 Bay Rd.,Queensbury,NY 12 04 Inspector's Initi. s: /3 .' 9L—WflA0e-- NAME: � � RMIT#. LOCATION: c INSPECT ON: TYPE OF STRUCTURE: ,� ! Comments Y _ N/A FootingsiscA CerCD fed-, //iN4f1-3 7s-RfoiN Crt.1*-- 1\ Lys) 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 Dampproofmg _- 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 Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM •f+ ik 4 Foundation Inspection Report Office No.(518)761-8256 Date Inspection reques ece' Queensbury Building&Code Enforcement Arrive: \C= am/•m ►-part: � m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial'- NAME: 1ET#: Q - ��7� ' �. LOCATION: ct r INSPECT ON: --`1,--per, TYPE OF STRUCTURE: - , Comments 4 _ t Y N N/A - ootings�; i c.Y1—TE ,,/: - r sow t ` o,S 'Piers Monolithic Slab (id( 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/Walipour 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 poly for wet areas under slab Backfill Approval • Plumbing Under Slab /Cast/Copper • • 'Foundation Insulation -s terio Exterior • Rough Grade 6 inch drop within 10 ft. • L:\Buitding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 11 3.00 Foundation Inspection Report Office No.(518)761-8256 Date Inspection re.Queensbury Building&Code Enforcement Arrive: ,ID . < <p!�1001P. Depart: /7-10 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initiai a� NAME: _ L • `__ 1k . _ v.V P r I T#: b�— LA-5-7 LOCATION: 4 7 M---Z R 0 -i SPECT ON: ci,—kcP-6 TYPE OF STRUCTURE: q Y.6' 0Comments 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 Reinforcement in Place ooting Dowels or Keyway in place '�.•u00,/ziiy r.. Y.,g Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing r 6 mil poly for wet areas under slab0/ _ 4Backfill Approval Plumbing Under Slab /PVC/Cast/Copper ,,,/Foundation Insulation teri r xterior Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1 Foundation Inspection Report Office No.(518)761-8256 Date Inspection -4 "1st ed: Queensbury Building&Code Enforcement Arrive. t* ;Alt p P epart. .,h. -,(pm 742 Bay Rd.,Queensbury,NY 12804 Inspect',r's Init NAME: /. fRMIT#: LOCATION: <-1- /q f, 'c V r. INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A �e o ' Footings � � Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrte. Mate i is or this purpose on site. Foundation / /Walipour ) ‘'e7///7 Reinforce� fimen 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 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 Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date In ectio `e - Queensbury Building&Code Enforcement Arrive: -1..1 t�, pm ;'� ' Depart:2'-O m/p 742 Bay Rd.,Queensbury,NY 12804 Inspecto s Iiu . 4// • NAME: _7 ArRmi,#: LOCATION: 7 P ( INSPECT ON: Y--- tr° C1S2' TYPE OF STRUCTURE: r Comments Xv N/A Footings Monolithic Slab bTh Reinforcement in Place 1 1 The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for,this'purpose on site. ��ouiid`ion I a1lpour 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 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 Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM l rn _] NO PARKING IN w It ,'� UNLOADING ZONE BY ; ; ; ; �a, [� ; ORDER OF THE 1 r 1 r r 1 .. f `� FIRE MARSHAL PROPOSED TILE FIELD ; ;� It 15 LATERALS AT 60'-0" i iiiii I r 11 1 1 1 1 r 1 � 1 1 i11 It PROPOSED LOCATION It 1 OF EFFLUENT PUMP J EXISTING CHAMBER — 1,500 1 1 I r 1 DRYWELL ' ' GAL TANK E 1 DROP i OFF It ONLY r PROPOSED LOCATION OF NEW SEPTIC TANK 1,500 GAL TANK PARKING 11 LOT �► i i i i i i i Step © ` r r ► ; \ —1 H CAP PARKING 444'-6" 1 r 1 1 1 AREA — SEE DETAIL L 2000 t 30'-" 57 — t, OPEN 1 1 PROPOSED—'� '1 SITE PLAN 22--2008 b LIFf = ADDITION G Olt I R01405ED THESE PLANS HAVE BEEN APPROVED UNDER AUTHORITY ADDITION OF A RESOLUTION ADOPTED 17 JUNE 2008 BY THE PLANNING BOARD OF THE TOWN OF QUEENSBURY, NEW YORK WITH 1 THE FOLLOWING CONDITIONS I MA,N ; 1. THE APPLICANT RECEIVE FINAL SIGNOFF BY THE TOWN OF QUEENSLonGE ENGINEERING CONSULTANTS — VISION ENGINEERING, LLC. 2.THE PLANNING BOARD HAS GRANTED WAIVERS FOR STORMWATER, LIGHTING AND LANDSCAPING. 1A- ,• EXISTING TIMING do SCORING o BUILDING • �" e i i1 i i - L_j, 4 ZONING ADMINISTRATOR DATE RKING SPACES r, 1 1 1 t 1 r EXISTING T a 1 r DRYWELL �/Yz `;, �, 2008 _ ____________- r �lng Admmis#ta#ar 1 i SOWN OF QUEENSBURY 1 r r t SITE PLAN 1 1"=50'-0" x Y: \West Mountain Ski Cente^\Lodge Renovation\Const. 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Z +—Fa az:jmCn k Ii Z 0 N p_O Noma UZF 0 U O Z U U 0 0-F- OaWz CC O W z V W W I 0 mma W o_j C� z C) CL it in 0(n x 0 Ym W W F Q z W am Q V) <_= U W ItW O OW'�OLOi ?Qmao I I I I I � I I I I r I s ' 1I I I i I ' I I I I s I us I II V --------_-- -----_ i �/ ---------------- ----- ---------------- --- I - / I 1 i ( ...� + J F- -------------------- � j 1 t lit W O t t -- / 0 1 I i i ---- - <Z % ll It _----_-_--- --_ JJ6+-oa z (> 1 it �\ Q Y /; 13' + ~ --- \\ c"z p�F- / `\ \ W U •J --J 00 O II \\ \ O��'m W ` \ ``\ -- ---- ----'-_---..----.----------------------- � 1 a Z0 gag °pp � , I / a. _ cv a O Z r+ i' F O I V) + R � JJ W 0 = � = ap • O a0 I ' i' N I M • i • I O '' a a0 N i 0 N .- iV N i J in - / r- i i - I I I I - I I I i 1 I I I +L-----_� ___________________________ O O ------ -------------- - _ --- -- -- -- -- -_ i) O --- ---__ ---- --- --- - --=A-O_ 1 _C --------------- ----- - ---~ - - - -------:L----iA----f-- ------ W IA M � 1 ___ ------------ - - - ------------- -- - --- _ --_- ---- -------------1 -- --- � M I I N cV X O m V) 0 t J 1 I � 1 GENERAL NOTES CD U) INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM o J '� ;� A SURVEY DRAWING PREPARED BY VAN DUSEN & STEVES. 1 , 1 , I i A LANDS WF OF 1 = It 11 oil`�\ ` \ � EDGAR 4 JANE NICHOL5 , LEGEND `J' 1 1 \ ------- � 44 I/5G4 --—--- PROPERTY LINE 1 1 1 ` ` CD N, CD ' r+ A ---------------------------- PROPERTY LINE SETBACKS CD ---------------------------- aDENSE WOODS �� �, `, \ ��' LIMITS OF DISTURBANCE 0 I.F.C. 25008UG , , EXISTINGLo ; ; MATT. ``, \ d-' No. DESCRIPTION DATE 73 O / i` ; BUILDING `,` :\ CV' , , . TEST PIT INFORMATION REVISIONS in TEST PIT INFORMATION OBSERVED BY ETHAN P. HALL z �, ` OIv 30 JUNE 2008. ` `� i `` , o -- '15 E 220.00 ' 1 \ , w O o S87•pg ``�� �� ; ; `� `; \ I 0-18" TOPSOIL - DARK BROWN N a `� 18-36" COARSE RED\BROWN SAND D ~ Z Nor — --— 36-68" MEDIUM LIGHT BROWN SAND (- Z_ a --------------------- _--_ = = Z \` \` i `` ` \ ---------------- U o - NO MOTTLING OR WATER OBSERVED W Z a '- 1 L w w : PERC TEST INFORMATION = Q U oLn PERCOLATION TEST INFORMATION PERFORMED BY ETHAN P. HALL , - OP 30 JUNE 2008. PERFORMED IN TOP 20" OF EXISTING SOIL. <( 3 Z o It LANDS WF OF ESTABLISHED STABILIZED PERCOLATION RATE OF 3-5 MIN. J ;�co 00 Eo EE �r o In ` ' I MARGARET STUERZEBECHER 1 ` '� DENSE WOODS G57/59G PER INCH MELON PATCH SKI TRAIL �; 1! ; % 3' c v � � � rL � ' �� SEPTIC SYSTEM DESIGN = � — to oN L L o � _ ' z °'1� v� o c 'cv M' SYSTEM DESIGN IS FOR THE SECOND FLOOR TAVERN DINING AREA (n ¢16- ''a n 1°0n s a o 0 AND TAVERN KITCHEN ONLY. REMAINDER OF BUILDING IS SERVED 4- a)N 00 00 c Z la N, BY AND EXISTING DISPOSAL SYSTEM TO THE SOUTH. GREASE TRAP Z ti Q-v " 0 "-' k' R, _ TO BE PROVIDED INTERIOR TO THE BUILDING AT THE NEW KITCHEN V � � �o a a -- ` ` ' __ -—--—--`---"--— LOCATION. NO DISHWASHING WILL TAKE PLACE ON THIS SEPTIC SYSTEM c I. a Q o o w i it �� ------- O j_ tV v o v E ., 1 ALL DISHWASHING TAKES PLACE ON THE EXISTING FULL KITCHEN SEPTIC w clo to >1-wCD N k 1`�`, �� — — — SYSTEM AS CURRENTLY TAKES PLACE. CD co It. TOTAL SEATING AREA FOR TAVERN SPACE - 1,544 SQ. FT. A ► 1�- WORK IS TO BE AS SHOWN & `\ '1 ',o OCCUPANCY CALCULATED AT 15 SQ. FT. PER PERSON = 103 PEOPLE NOTED AND IN ACCORDANCE ' to WITH MANUFACTURER'S N" LANDS N/F OF RECOMMENDATIONS, TRADE WASTEWATER GENERATED AT 20 gpd PER PERSON = 2,060 gpd ' '1 IRVING +I:JANE FOWLER ASSOCIATION PUBLISHED DENSE WOODS 'j 441/125 APPLICATION RATE 1-5 MIN SOIL = 1.2 gpd/sf = 1,716 SF OF FIELD RECOMMENDATIONS AND REQUIRED AT 2' TRENCH WIDTH = 858 LF OF TRENCH. GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY \�� ► �0°`� PROVIDE: 15 LATERALS AT 60' = 900 LF OF TRENCH OR 1,800 SF OF FIELD PRACTICES. I pill GRADING NOTES 637.73' ' 1 82'08'33"E ___ --—-` -— 1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING - - - - EARTHWORK PHASES, SEDIMENT TRAPS SHALL BE CONSTRUCTED IN AL STORM SHEDS !-— — — — SWALES AND DITCHES. ---------- ----------------- A- C72. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR d- 1 FAILURES OR CLOGGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. 00 1 LI� it J 3. ALL BARE-EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- C1] c9 D ABLY POSSIBLE TO PREVENT EROSION, AND EVERY BARE-EARTH AREA SHALL BE r+ SEEDED AND MULCHED BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER +I ' CROPS, SUCH .3S RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE CCU 0 -- "'IT111 9 POND o t_ 1' 4. SMALL BENC.;,._: AWD TEMPORARY IN IERCEPTOR DITCHES., INCORPORATING SEDIMENT � TRAPS, SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER rs�Q GRASSES, OR MERE FILL AREAS ARE EXTENSIVE. v i 5. NEW SWALES AND UNUNED DITCHES SHALL INCORPORATE MATTING OR NETTING �] ' ____ ' OVER SEED AHD MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND ^ � t ' c0 UNLINED DITCI�ES SHALL BE SEEDED WITH REED-CANARY GRASS FOR FOUR (4) .\ FEET EITHER OF 25 "r POUNDS PER ACRE. AFTER JUNE, AL DITCH AT SHALLNA�LSO BERIMMEDIATELY MULCHED. bLDG ___________________________-,__ - 6. ALL EROSION CONTROL MEASUREMENTS TO CONFORM TO NLW YORK STATE. ---- - GUIDELINES FOR URBAN EROSION_& SEDIMENT CONTROL. _ __ _ ____________________ _ o a.� 7. FINAL GRADING SHALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE CA AWAY FROM FUILDING AT 6" IN 0'_MIN MUL_ SLOPE.cn ' NO PARKING IN -�� v a, L------- UNLOADING ZONE BY �, �ocd ORDER OF THE 01 O RESEWFIRE MARSHAL NOPARR PARKING PROPOSED TILE FIELD " I I ! ; <.____ �__-1 ' Q ANYTIME 15 LATERALS AT 60-0 III I 1 I ' 1 UNLOADING �.� a ; / PROPOSED LOCATION '1 % 11 �""' R3 41 AREA ' I OF EFFLUENT PUMP y �_� I I I I I I I � J_------- ' 1 EXISTING ; It CHAMBER - 1,500 l---- 1Y x f' I I 1 1 1 1 1 1 I , GAL TANK DRYWELL ' M.U.T.C} P4-8 C, DROP MOUNT rr HIGH TO TOP I ' OFF ONLY PROPOSED LOCATION OF NEW SEPTIC TANK ' bi 1,500 GAL TANK PARKING ' LOT Slgn D i 1 c 11 1 1 1 1 1 1 \ � , q t 1 ` H CAP PARKING 444-6 1 W) AREA - SEE DETAIL 201 30'-8"L 57'- 1 1 , OPEN LIFT ADDITOION a \�� SITE PLAN 22— 2008 �' , ❑ � RO&5ED THESE PLANS HAVE BEEN APPROVED UNDER AUTHORITY 1 �� ❑ , ADDITION OF A RESOLUTION ADOPTED 17 JUNE 2008 BY THE PLANNING N ,I BOARD OF THE TOWN OF QUEENSBURY, NEW YORK WITH o �� THE FOLLOWING CONDITIONS o A. 1 ' MAIN I / '1 LODGE ' 1• THE APPLICANT RECEIVE FINAL SIGNOFF BY THE TOWN OF QUEENSBURY N � 1 � _®� I ENGINEERING CONSULTANTS - VISION ENGINEERING, LLC. y 2. LIGHTINGEPLANNING LANDSCAPING BOARD S GRANTED WAIVERS FOR STORMWATER, GRADIMG, ' 1. EQUAL EQUAL EQUAL EXISTING 8'-0" TIMING & SCORING o BUILDING Icy , 24-0" , i , CAD FILE NAME ZONING ADMINISTRATOR DATE 1 1 ACAD\WEST MIN.\c-2 Lit1 ' HANDICAPPED ACCESULC PARKING SPACES SCALE 1" = 50'-0" NOT TO SCALE EXISTING ; DRAWN BY APPROVE ' �/ , DRYWELL < i i X L� 1 1 1 AppliCcaIIOIl 1 1 DRAWING TITLE 2008 ------ - --------------------------- I ` 11 - �7'25",,,, 196.03' ' PARTIAL ' I N86• __�- IngAdmiENS13tor i : ----'--- 1 SITE PLAN � TOWN OF QUEENSBURY 1 i `♦ 1 DRAWING No. ' SITE PLAN ; C-1