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91-778... ., . ~ ~ +~ y '~r-~-"'e~"' %" -~A` -~~ CERTIFICATE OF .OCCUPANCY TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK page November 18 19 92 ,!i Thia is to certify that work requested to be done as shown by Permit No. _ 91- 7 78 has been completed. This structure may be occupied as a Bi 11 and Parlor and Food Concession location -_B.a~~tP 9 Owner __ Anthony Russo/Lak G orate Cue Club By Otder Town Board o_.~'OWN OF QUEENSBURY ~ ~ !' ~ ~' ``'----' ~-~lt~ ; ' Director of Bldg, do Code Enforcement BUILDING PERMIT TOWN OF QUEENSBURY No. WARREN COUNTY, NEW YORK 91-778 PERnnlssloN is hereby granted to__ Anthony Rrusso/Lake George Cue C1 ub OWNER of property located at Rte 9 Street, Road or Ave. in the Town of Queensbury, To Construct or place a COII~IerCi al Bldg at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is 115 Park Avenue Merrick, NY 11556 2. CONTRACTOR or BUILDER'S Name AFS Construction Management 3. CONTRACTOR or BUILDER'S Address 56 Brown Rd Stillwater, NY 4. ARCHITECT'S Name 5. ARCHITECT'S Address 6. TYPE of Construction - (Please indicate by X) l 1 Wood Frame ( )Masonry ( )Steel ( - Type 26 Non Combustabl e 7. PLANS and Specifications No. 12,000 sq ft Commercial Building as per plot plan specifications and application 8. Proposed use Billard and Restaurant $ 1,850.00 PERMIT FEE PAID -THIS PERMIT EXPIRES NOVem~er 13, ~s 92 !If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Queensbury before the expiration date.) Dated at the Town of Queensbury this SIGNED BY is 91 for the Town of Queensbury -~ ,y z 0 fw ~~ N r a 7e" fD ro 0 fD ~'f n C C l~D ~O a ~. sy ...~ W a +: --ToWNpp QUEENSBURY ! TOWN OF CIUEENSBUrs REVIEWED BY: RECEIVED 40111116 144;21, FEE PAID: /g 5O, 42° NOV 11991 PERMIT NO. : q ' awe,. a CODE DEPT. BUILDING PERMIT APPLICATION A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. NO INSPECTIONS WILL BE MADE UNTIL APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. All applicants spaces on this application MUST be completed and the signature of the applicant MUST appear on the reverse side of this application. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Owner of Property: Mr. Anthony Russo • 6,5' -qj L1D0-- P.O. Address: 115 Park Ave, Merrick, NY 11566 PHONE ( 516 )378-0711 Property Location: E. Side Rt . 9 , North of 149 Tax Map No. / / Has there been any split of this property since October 1, 1988? Yes No X If yes, Planning Board Review is necessary. Subdivision Name, if applicable: N/A Lot No. THE PERSON RESPONSIBLE FOR SU ERVISION OF WORK AS REGARDS TO BUILDING CODES IS: TPA NATURE OF PROPOSED WORK: * ESTIMATED MARKET VALUE OF THE x Construction of new building * CONSTRUCTION: $ 650, 000.00 �M Addition to building Alteration to building * COMPLETE INFORMATION REQUIRED BELOW: (no change to exterior dimensions) * Size of Property: 150 ft. x 936 ft. Other work (describe) * Existing Building Size: • * ft. x ft. N/A * Proposed building - distance from GROSS AREA OF PROPOSED STRUCTURE: * property line: * 1st Floor 17 , 000 Sq. Ft. * Front Yard 50 ft. Rear yard 20 ft. * Side Yards 20 ft. and 748 ft. 2nd Floor N/A Sq. Ft. * If on corner, setback from side street- * N/A ft. Other Floors N/A Sq. Ft. (not cellar or basement) * OCCUPANCY INFORMATION: * TOTAL FLOOR AREA: . 000 Sq. Ft. * Primary Building - * One Family Dwelling Size of New Structure: 82 ft. x 168 ft. * Two Family Dwelling Foundation: * Multiple Dwelling/No. of Units Pier/Slab/Crawl/Partial/Full (Circle One) * X Business * Industrial No. of stories (Habitable space) 1 Other Height (grade to ridge) 18 ft. * If residential , no. of families: N/A * If addition, what will use be? No. of rooms (excluding baths) : N/A No. of bedrooms: N/A No. of bathrooms: 3 * Accessory Building: Primary heating system: Hot Air * Detached Garage - One/Two Car Type of fuel : Gas * Attached Garage - One/Two Car No. of fireplaces to be installed: NoNe * Private Storage Building Will a woodstove be installed?: No * Other Central Air Conditioning: Yes x No * (OVER) NUILDING PERMIT APPLICATION CONTINUED: t` NUILDING SPECIFICATIONS: Type of construction: wood frame, fire safe, etc. Type 2b - Non-Combustable dill any second-hand or ungraded lumber be used? If so, for what? NONE :oundation Wall Material : Conc . Thickness: 8"-10" )epth of Foundation below grade (to bottom of footing) : 4 ' -O" min. dill there be a cellar? no Heated or Unheated? N/A Floor Sq. Footage: N/A Nill there be a basement? NO Will any portion be used as living space? N/A. f so, what portion? N/A Sq. Ft. Type of Use? N/A 'ype of Roof: Sloped/Flat/Shed/Other plat Material of Roof BPDM Membrane ' 'ize, wood studs N/A" x " ; spacing " o.c. ; length ft. goists (floor beams) : 1st Floor N/A " x "; spacing " o.c. ; span ft. +oists (floor beams) : 2nd Floor N/A " x "; spacing " o.c. ; span ft. Overlays (ceiling beams) : - " x - 40 p 40 ( steel) spacing o.c. ; span ft. `uof rafters: - " x - " ; spacing 60 " o.c. ; span 41 ft. -Steel bar joists :oof trusses (pre-engineered) : spacing - " o.c. ; span - ft. xterior Wall Finish: Siding of what material ? vinyl & steel nterior Wall Finish: ryP Rd - Painted f a garage is to be attached, describe materials to be used for FIRE SEPARATION: s there to be an opening between garage and dwelling? N/a If so, will a Fire-Rated door, lclosure, self-closing device be provided? 'ill a flue-lined chimney be installed? n Height above roof ft. 'epth of chimney foundation below grade: N/a ft. epth of fireplace hearth: N/A ft. in. ater supply - Municipal or private well : Private well EPTIC SYSTEM: Distance from any private well (including adjoining properties: 200 ft. A separate application is necessary for any repair or new installation of septic system. ) AME OF BUILDER & ADDRESS: AFS Const . Mgmt 56 r•Brown Rd, StillwaterPHONE 583-1244 TAME OF PLUMBER & ADDRESS: To be determined PHONE GAME OF MASON & ADDRESS: PHONE LAME OF ELECTRICIAN & ADDRESS: PHONE • i DECLARATION To the best of my knowledge and belief the statements contained in this application, .ogether with the plans and specifications submitted, are a true and complete statement of .11 proposed work to be done on the described premises and that all provisions of the 4UILDING CODE, THE ZONING ORDINANCE, and all other laws pertaining to the proposed work shall complied with, whether specified or not, and that such work s a thorized .by, the ow r. i� � ores -4tav,rr `'t Signature h;S C.Fr ,t,,,kir r-. • 'Owner, owner's agent, architec contractor SPECIAL CONDITIONS OF THE PERMIT: By: Code Enforcement Officer • . ' ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY - 9000 HEATING DEGREE DAYS Compliance Methods: PART 5 - Acceptable Practice Method - 1 & 2 Family Dwellings (ONLY) PART 6 - Thermal Rating - Component Trade Offs - 1 & 2 Family Dwellings;. Multi-Family Dwellings (3 Stories or Less) PART 4 - Design By Component Performance - Commercial Buildings - Hi-Rise Residential PART 4 & 6 - Compliance Methods Require Submission of Worksheets AFS Construction Management for Anthony Russo F. Side rt. 9 . north of rt _ 149 APPLICANT'S NAME PROPERTY LOCATION PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area - 1700 Sq. Ft. 2. Type of Heat - Elec. Base Board Other Gas-Hot Air 3. Is Building Mechanically Cooled? X YES NO 4. Percentage of Area of Windows and Doors Over 17% X Under 17% THE R-VALUES GIVEN ON THIS SHEET MUST CORRESPOND TO REQUIRED THE R-VALUES SHOWN ON PLANS SUBMITTED! Baseboard 5. Insulation Values: Actual Shown Elec. Heat Other A. Roof & Floors exposed to ambient temperatures • R B. Exterior Walls R C. Glazed Area R D. Exterior Doors R E. Floors over unheated spaces R F. Edge of Slab on Grade (Heated Building) R SEE ATTACHED G. Basement/Cellar Walls (Above Grade) • R H. Basement/Cellar Walls (Below Grade) • R I. Heating/Cooling - Ducts - Piping in Unheated Space R 6. Service (Domestic) Hot Water Heating Device A. Conforms to minimum efficiency per code YES NO TEMPERATURE CONTROL MAXIMUM SETTING 140* - WILL NOT BE EXCEEDED RCS Coos' MaMagct.�w"� c:.. Pr,1. mcr 2t q l 516 5631.24 4 APPLICANT'S SIGNATURE DATE TELEPHONE NUMBER INSPECTOR'S REMARKS: REVIEWED BY TOWN OF QUEENSBURY APPLICATION FOR SEPTIC DISPOSAL PERMIT Permit # ' Fee Paid Date: 9/18/91 Reviewed By LOCATION OF PROPERTY FOR INSTALLATION: E. side Rt. 9, north of" Route 149 Owner's Name: Mr. Anthony Russo Owner's Mailing Address: 115 Park Avenue, Merrick, 'NY 11566 Installer' s Name: AFS Construction Management Phone #: _:583-1244 Number of bedrooms (if residential ): N/A Total daily flow (residential-compute @ 150 gal . per bedroom): Topography-Circle One: Flat Rolling . Steep Slope % of; Slope 3-5 Soil Nature-Circle One: Sand Loam Clay Other /Depth: ' } _ Ground Water-At What Depth? 40 Feet Bedrock or Impervious Material-At What Depth? • 40 Feet Percolation Test-Circle One:. Not Required Required/Rate 4 Min. Per'Inch . Domestic Water Supply-Circle One: Municipal Well Other If domestic water supply is a well - Separation: Water supply from any septic absorption feet PROPOSED SYSTEM: Septic- Tank 3000gal . (Minimum size: 1,000 gal . ) Tile Field: Each Trench feet//Total System Length 640 feet Seepage Pit(s): Number of N/A / Size each: ft. x ft. Size of Stone to be used: ' # WA / Depth or Thickness feet - **************. HOLDING TANK SYSTEM IF REQUIRED • No. of Tanks Size of Each Gal . Alarm system and associated electrical work to be inspected by a certified agency. **************** I have read the regulation on the reverse side of this sheet and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. nrS C041 a iNetf �I SIGNATURE OF RESPONSIBLE PERSON: c) nsccr ,►�G.� DATE: 0 Ce I Septic System Inspections: A. All applications for septic system installation, alteration or repair, as required by the Town of Queensbury Sanitary Sewage Ordinance, shall be submitted to the Building Department at least 24 hours before start of construction and shall include _a plot plan showing: 1) the proposed location ofthe system 2) location and distance to lot lines 3) location and distance to structures 4) location and distance to any water supply 5) size and dimensions of all tanks, distribution boxes,` tile fields and/or drywells B. No system shall be covered before inspection and approval by the Building Inspector. Failure to comply with this requirement may result in the uncovering of the system by the installer and a fine. of up to $250.00. C. An approved copy of the plot plan shall be available on the construction site. Failure to produce said plot plan at time of inspection may result in an immediate work stoppage. . D. . Should unforeseen problems during construction prevent proper installation, alteration or repair of an approved system, anew proposal must be submitted' to the Queensbury Building Department before further construction. Town of Queensbury Building & Code Enforcement Department 531 Bay Road { Queensbury NY 12804. Remarks: Tofun of TurensiTury 33epartment ®ay at Havlland Roads Office Phon• 518-793-7771 Ous•nibury, Now York 12801 PAUL H.NAYLOR RICHARD A. MISSITA Superintendent Highways Deputy Superintendent Highways DRIVEWAY PERMIT DATE: Sept. 18 , 1991 APPLICANT NAME: AFS Construction Management/ Anthony Russo TELEPHONE NO.: 583-1244 ADDRESS TO BE INSPECTED: Lake George Cue. Club, Rt. 9 (North of Route 14 9 ) RETURN ADDRESS: 56 Brown Road, Stillwater, NY 12170 Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways, Town of Queensbury, has reviewed the application of the above named resident to connect a driveway to the Town road. The following action has been taken: STEP 1: ( ) Preliminary Approval NEED: ( ) Slight Swail • ( ) Level With The Road ( ) Deep Swail Size Pipe to be used (if necessary) ( ) 12" ( ) 15" ( ) 18" ( ) 24" ( ) 36" Preliminary inspection by DATE • Approval by Highway Supt. Depty. Supt. After receiving the Preliminary Approval , submit the permit to the Town of Queensbury, Highway Department upon completion for Final Approval . STEP 2: ( ) Final Approval ' ( ) Rejected• ' DATE: PAUL H. NAYLOR Superintendent of Highways Town of Queensbury MAIN OFFICE ATLANTIC-INLAND, INC. 997 McLean Rd. Cortland,New York 13045 NEW YORK Phone: (607)753-7118 MEMBER OF N.F.P.A.AND I.A.E.I. (607)753-7809 FIRE UNDERWRITERS C1017 2 3 ' (607)753-1396 (Electrical and Fire Inspection-Enforcing and Consulting Service) • (Incorporated in the State of New York) Desiring Certificate of Approval,application is made for inspection of electrical installation in the premises described below. On demand applicant agrees to pay for inspection service in accord with schedule of charges. APPLICATION FOR ELECTRICAL INSPECTION—PLEASE PRINT OR TYPE THIS SECTION TO BE COMPLETED BY APPLICANT DATE OF APPLICATION i�//j'lf CITY,TOWN,VILLAGE 4 jtf(5:n4 9 'r?e-d-b,r COUNTY 1 r:fQ,19.t-A-g /�/�'-�• �/J �r'+d 1" 1 STATE STREET y.. ----- _ 9 � i / . ADDRESS C- Ca r :!r'! ✓--r f/.e`?%i yt F/LS:,,,,,'T /� 7 (•,.-,, d_, BUILDG.NO. RURAL i DIRECTIONS - POLE NO. OWNER'S _ 1,:4 ;. / - , NAME I"jh_F/,l/ iO��l, �'.-.`4 a rr OCCUPIED AS /--'2,/) d*� tfs--4 ijr i.:-,/,1 I r.f (�-, OCCUPANT BUILDING—New 0,Old❑WORK—New CIAdditional❑ I '° / t` OWNER'S P.O. ADDRESS APP.FOR—ROUGH WIRING:0 FIXTURES❑OR READY FOR INSPECTION 19 FEE.REMITTED—$ BY CHECK 0 CASH 0 MONEY ORDER 0 MAKE PAYABLE TO ATLANTIC-INLAND,INC—NEW YORK ' Number of Rough Wiring Outlets Fixtures Add Installation Swtch Li'tng Recep. KW Med. Mogul Fluor. 500 750 1000 1250 1500 1750 2000 2250 2500 2750 3000 Heat Base Base Elect.Heat I Amp.Service Water Htr. Burner Air Cond. • Surface Unit Oven Rahge Gr.Disp. Dish W. • ' Dryer H.P.Pump Ex.Fan Hood OTHER EQUIPMENT(Specify Type&Capacities) . TYPE OF SIZE OF SUB- BRANCHES NO.OF WIRING . OPEN 0_. CONCEALED 0 OTHER MAIN MAIN CIRCUITS APPLICANT'S �',,' F'.:" !.' .` Ellir SIGNATURE i.:/-=. / ';' ?/ %`:_e7 2',:r- LICENSE N PERMIT 4 APPLICANT'S NAME OF ADDRESS UTILITY • OFFICE TO CITY STATE ZIP CODE BE NOTIFIED SPACE BELOW FOR USE OF INSPECTORS ONLY _ • ROUGH WIRING AMP SERVICE K.W.SURFACE OUTLETS EQUIPMENT UNIT SWITCHES AMP SERVICE K.W.OVEN CONDUCTORS • H.P.GARBAGE RECEPTACLES H.P.PUMP DISPOSAL UNIT MEDIUM BASE K.W. FIXTURES K.W.DRYER DISHWASHER MOGUL BASE K.W.WATER FIXTURES HEATER K.W.RANGE FLUORESCENT H.P.AIR AMP. RECEPTACLES FIXTURES CONDITIONER MERCURY VAPOR OR WIRING&CONTROLS FOR BURNER 'SMOKE FRAC.H.P. QUARTZ FIXTURES DETECTORS VENT FANS MOTORS,H.P. 1/20 1/12 1/10 1/8 1/6 1/4 1/3 1/2 ' 3/4 1 11/2 2 3 5 71/2 10 15 20 25 30 40 50 75 100 MARK NUMBER OF EACH SIZE • - 500 750 1000 1250 1500 1750 2000 2250 2500 2750 3000 APPARATUS Elect.Heat MISC.INFO. Received Inspected FEE PAID ❑PROGRESS TOTAL$ • ❑DEFECTIVE Check No. ❑Rough Wiring Certificate ' ❑Temporary Service Money Order • • ❑FINAL CERTIFICATE Cash El Dup.Cert.Req. Cl MUNICIPAL Charge • MUN.ADDRESS ATTN: Temp.Cut-in Card No. Final Cut-in Card No. AI-01 Inspector MUNICIPALITY w, u No. Date I COMMONWEALTH ELECTRICAL INSPECTION SERVICE INC. (Consulting and Fire Inspection Services) (Incorporated in the States of MAIN OFFICE: 357 Elwyn Terrace, Manheim, PA 17545 • (717)664-2347 New York,Maryland,Pennsylvania,Delaware) 800-732-0043 LOCATION Please give full and accurate directions in order to avoid delay (Use back of sheet if needed) Desiring Certification of Approval, application is made for inspection of electrical installation in the premises described below. On demand, applicant agrees to pay for inspection service in accord with schedule of charges. (See Reverse Side). PLEASE PRINT . DATE Owner .I • ; `r /` l,. _': t .._; i -;) Type Bldg. ❑ DWG 0 Other . Occupant Bldg- Permit No • . Location -' _ _ City' E;_ -i• State r. :-� County ` = ' Twp. Swimming Pool —New 0 Old 0 Owner's Address '-' Pool Permit No. Directions to Job Site < (--- j • '•I ' :' ? Application For Rough Wiring (] Fixtures ❑ Service 0 or Work—New 0 Additionar0 Bldg. --New 0 Old 0 Ready for Inspection Fee Remitted Check 0 Cash 0 Make Payable To C.E.I.S.,Inc. _ LIST ALL EQUIPMENT AND WIRING NUMBER OF ROUGH NUMBER OF ELEC HEAT,AIR CONDITIONERS.BURNERS.DRYERS.HEATERS-RANGES•ETC. WIRING OUTLETS FIXTURES NUMBER TYPE OF DEVICE H.P OR K W NUMBER TYPE OF DEVICE H.P.OR K.W. SWITCHES MERCURY LIGHTING SODIUM _ RECEPT. FLUORESCENT ELEC.HEAT QUARTZ _ MOTORS: H.P. 1/201/12 1/10 1/8 1/6 1/4 1/3 1/2 3/4 1 1-1/2 2 3 5 7-1/2 10 15 20 25 30 40 50 75 100 MARK NUMBER OF EACH SIZE OTHER EQUIPMENT • APPLICANT'S - - - �•;[;- +.-fti i, (,•.;_.'•, C,✓' LICENSE It PERMITN PLEASE f./' �,')I.i;I i.v i),L la_� f2...7) PHONEN / `a;a ._ t PRINT NAME .- s -��' APPLICANT'S NAME OF ADDRESS - .-• UTILITY t:' OFFICE TO CITY • - 1� STATE / ZIP CODE •/ , "1 BE NOTIFIED SPACE BELOW FOR USE OF INSPECTORS ONLY ROUGH WIRING AMP SERVICE OUTLETS EQUIPMENT PUMP SWITCHES HEAT OVEN PUMP RECEPTACLES SURFACE GARBAGE UNIT DISPOSAL UNIT MEDIUM BASE RANGE FIXTURES MOGUL BASE WATER DRYER FIXTURES HEATER FLUORESCENT AIR FIXTURES CONDITIONER AMP. RECEPTACLES MERCURY VAPOR OR FRAC. H.P. WIRING & CONTROLS FOR BURNER QUARTZ FIXTURES VENT FANS MOTORS: H.P. 1/201/12 1/10 1/8 1/6 1/4 1/3 1/2 3/4 1 1-1/2 2 3 5 7-1/2 10 15 20 25 30 40 50 75 100 MARK NUMBER OF EACH SIZE APPARATUS MISC. INFO. DATE INSPEC. RE- O p DON LOVELAND NOTIFIED POR- ccz 0 FEE PAID li TED U Electrical Inspector CON— TOTAL $ P.O. BOX 706 TRACTOR I-IAGUE, NY 12i335 CERTIFICATE ISSUED OWNER CHECK NO. (51£)543 G724 ❑ R.W. ❑ DUP ❑ FINAL ❑ SERV. OCCUPANT CHARGE 1-800-562-9934 PROGRESS ❑ AGENT CASH DEFECTIVE 0 ELEC. H.O. LT CO TEMP CARD # DATE INSPECTOR FINAL CARD # BP/9627 Rev.1/94 APPLICATION EXPIRES ONE YEAR FROM DATE. WHITE/Office CANARY/Customer PINK/Inspector GOLD/Officer TOWN OF QUEENSBURY FIRE MARSHAL QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4424 FIRE MARSHAL INSPECTION REPORT REQUEST FOR INSPECTION RECEIVED NAME f -4>/ /%/�.,�i LOCATION DATE /fYz PERMIT# /,Y mo APPROVED e)— '- N/A YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING ,/ iJJA FIRE EXTINGUISHERS I AUTO. EXTINGUISHING SYSTEM HOOD INSTALLATION r AUTO. SPRINKLER SYSTEM / ALARM SYSTEM ! -' INTERIOR FINISHES , STORAGE: i CLEARANCE TO SPRINKLERS CLEARANCE TO' HEATING UNITS REQUIRED SIGNAGE CHIMNEY WOODSTOVE FIREPLACE-MASONRY FIREPLACE-FACTORY BUILT REMARKS: LJ OK TO THIS DATE 2/015 rNSPECTOR TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEEIVED / NAME ;{ 4 14 ( g.i r 6-C el,CAL, LOCATION DATE ////71I PERMIT # 9%—77ef TYPE OF STRUCTURE (' - ' . / Aitci RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FROM / FREEZING FOR 48 HOURS FOLLOWING / THE PLACEMENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ;'ON SITE FOUNDATION/WALL POUR r' REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING BACKFILL APPROVAL ROUGH PLUMBING p' PLUMBING VENT/VENTS IN PLACE',,: PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING / ;1 JOIST HANGERS lr JACK POSTS/MAIN BEAM HEATING ROUGH-IN INSULATION: / FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS / R- WALLS R- ', CEILING / R- ?. DUCT WORK OR PIPING IN UNHEATED SPACES / REMARKS: inig3416C61 / L/ a ARRIVE DEPART 5"3.5"-- IN CTOR TOWN OF QUEENSBURY FIRE MARSHAL /? QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4424 FIRE MARSHAL INSPECTION REPORT REQUEST FOR INSPECTION RECEIVED//4/ 7 NAME � � �r/�C.t. LOCATION � ®O DATE //4g42 PERMIT# 9/— 77f �///4i'1.:— APPROV O N/A YE,S NO EXITS �' r AISLE WIDTHS i/` *• EXIT SIGNS = '(EMERGENCY LIGHTING .f ve FIRE EXTINGUISJhS \ AUTO. EXTINGU(iSHING SYSTEM -� HOOD INSTALLATION \; AUTO. SPRINKLER SYSTEM ,/ / ALARM SYSTEM ✓ INTERIOR FINISHES STORAGE: CLEARANCE TO SPRINKLERS ./- CLEARANCE TO HEATING UNITS </' REQUIRED SIGNAGE CHIMNEY •,/ WOODSTOVE ✓ FIREPLACE—MASONRY s/ ,' FIREPLACE—FACTORY BUILT REMARKS: U OK TO THIS DATE Eig:_-4, % „ 4J /0 r i ,. AUf _ �, (R. r-fir c/ 1 2/015 INSP TOR TOWN OF QUEENSBURY `.? r,; 531 BAY ROAD QUEENSBURY, NEW YORK 12804 :Iv .: TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT FINAL INSPECTIO1 REQUEST FOR INSPECTION RECEIVED ///a/92 NAPIE�mac. � c. ��-e iGv�✓ LOCATIONI DATE 0* PERMIT# TYPE OF STRUCTURE RECHECK FIRE MARSHAL APPROVAL (COMM 'RICIAL STRUCTURE) FOOTING FOUNDATION BACKFILL FRAMING - ROUGH PLUMBING FINAL/E/LECTRICAL _SEPTIC - INSULATION WAODST9V'E/FIREPLACE REMARKS ' APPROVAL N/A YES NO CHIMNEY HEIGHT/LOCATION B VENT/LOCATION ✓ ' PLUMBING,VENT ✓ ROOFING SIDING ✓ DECK/PORCH/STEPS/RAILINGS RELIEF VALVES FURNACE/HOT WATER OPERATING INTERIOR TRIM/PRIVACY DOORS FINISH FLOORS: BATH/KITCHEN WATERTIGHT OTHER FLOORS SWEEPABLE OTHER FLOORS CARPETED STAIR CLEARANCE/RAILINGS SMOKE DETECTORS .sys/e• DOOR CLOSERS BATHROOM FANS ALL PLUMBING FIXTURES OPERATING GARAGE FIRE PROOFING DOOR CLOSERS OTHER FIRE SEPARATION -� FIRE/DEMISE WALLS FINAL ELECTRICAL OK TO ISSUE C/O OR C/C COMMENTS: ARRIVE DEPART INSPECTOR AWN OF QUEENSSUr, qi, i RECEIVED OCT 2 6 1992 BLDG. & CODE DEPT. E. Galusha & Sons Box 10 Johnsburg, New York 12843 (518) 251-2158 Fax (518) 251-2270 October 23, 1992 Town of Queensbury Building Department Bay and Haviland Road Queensbury, New York 12804 Re: Lake George Cue Club Route 9, Queensbury, New York Gentlemen: In accordance with a request by the Town of Queensbury building inspector, Mr. David Hatlin, we are certifying that the precast septic tanks supplied by the Fort Miller Company for the above referenced project were installed with the required baffles in each of the tanks. If we can be of any further assistance please feel free to contact us at your convenience. r'.""--.7 Sincere y(41-6-161 g44-- Daniel Ga usha ,--- E. Galusha & Sons awn o/ Queen.ii urcy BUILDING and ZONING DEPARTMENT %%V"! Bay and Haviland Road, R.D. 1 Box 98 • Queensbury, New York 12801 (.Zi"-Ze.-6,- A-1 SEPTIC DISPOSAL SYSTEM INSPECTION NAMEaGC, 49,0,c..., aC� deal,----, LOCATION !1 .-:e.g) 9 DATE _/D7,/ 0-PERMIT`,NO. 1 - 9`- 777 SOIL TYPE - Sand - Loam - Clay - Percolation Test Required? YES - NO Percolation rate - Min%Inch z TYPE of SYSTEM: f R Absorption:ifield, total length 0/7/RD Length of each trench iO Depth of trenches Size of gravel 4= SEEPAGE PITS{Nuinber!of) " Size- ft. X ft. ,{f • Gravel size _: PIPING: Type Bldg. to tank I )11/2-i i1 f�— Tank to-dist. box,. i !vt- v . Dist. box to field/pit i- put___. Openings sealed. J NO Partial to LOCATION/SEPA TIONS`: /J Foundation to ank ft. n5- ��'C__ Foundation to •absorption ft. o6 R-010?" Absorption to lot line ft. owe .. Separation-e . — ft. LOCATION OF YSTEM ON PROPERTY(circle one) Front - Rear - eft side ',. Right side - COMMENTS: it-T •S-\I-16- PLA--Al. 64-r�L� ) C-_- cs;(A.) 5(r't-i`c 1-Aiv1L5 \ SYSTEM USE APPROVED' YES O _ i A B ilding In:pector • 01/86 and vl TOWN OF QUEEHSBURV BUILDING AND CODES DEPARTMENT 531 BAY ROAD • QUEENSBURY9 NEW YORK 12804 . TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTI'k RECEIVED / NAME ,C aeih LOCATION Zf ( DATE 94/ PERMIT 0 9/- 7 7P TYPE OF STRUCTURE RECHECK APPROVED •N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM .. REINFORCEMENT IN PLACE r- THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FR r FREEZING FOR . HOURS FOLLOtING THE PLACEMENT OF THE CONCRETE o• MATERIALS FOR THIS PURPOSE ON/SITE FOUNDATION/WALL POUR / REINFORCEMENT IN PLACE) ) FOUNDATION/DAMPROOFING . BACKFILL APPROVAL ROUGH PLUMBING ,_ • PLUMBING VENT/VENTS IN PLACE PLUMBING UNDER SLAB . I FRAMING: JACK STUDS/HEADERS . BRACING/BRIDGING JOIST HANGERS ( 'i • JACK POSTS/MAIN BEAM! HEATING ROUGH—IN I INSULATION: FOUNDATION WALLS INTERIOR R— FOUNDATION WALLS EXTERIOR R— FLOORS r" jR- WALLS R- CEILING R�.. DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: del kflO z• V . ARRIVE DEPART INSPECTOR • TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 2) 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED / NAME / fi,� ��c-�° l _�u��✓ LOCATION ,e_ f DATE ,.0/ PERMIT # 7/r4p TYPE OF STRUCTURE (7,?4,1!: RECHECK APPROVED , N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FROM FREEZING FOR 48 HOURS FOLLOWING? THE PLACEMENT OF THE CONCRETE/ MATERIALS FOR THIS IrPURPOSE ON''SITE FOUNDATION/WALL POUR / REINFORCEMENT IN PLACE J FOUNDATION/DAMPROOFING BACKFILL APPROVAL / ROUGH PLUMBING PLUMBING VENT/VENTSIN"PLACE PLUMBING UNDER SLAV/ FRAMING: JACK STUDS/HEADERS-, BRACING/BRIDGING, JOIST HANGERS . JACK POSTS/MAIN BEAM HEATING ROUGH-IN )( INSULATION: / ry FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS � i<t�y'i- �Ya R- I L( CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: • ARRIVE )i DEPART / ( ,f ! • TN_ PFCf1R TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT • 531 BAY ROAD v I OVLQ-- QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED Qjr j 1Q :) I NAME � � Gen -SL 0 u C (IV) LOCATION `(P� 9 DATE f PERMIT # , 1 J �� TYPE OF STRU TUBE CO\1,'\m2QT ct ek.J/ )la RECHECK APPROVED N/A YES NO FOOTINGS/PIERS • MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE/ FOR PROVIDING PROTECTION FROM' FREEZING FOR 48 HOURS FOLLOWING ;' THE PLACEMENT OF THE CONCRETE. / MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALL POUR ? • REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING BACKFILL APPROVAL , V4R000H PLUMBING ' x. PLUMBING VENT/VENTS_IN PLACE / PLUMBING UNDER SLAB I FRAMING: ,; JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R-_ • FLOORS r- R- WALLS � ,� � R- t c/ CEILING R- DUCT WORK OR PIPING IN'. UNHEATED SPACES REMARKS: � G 2U�c-�, �-J i, c_ �s-. l� �� e�,y io�- U1S . O f C /,C� C6 i&-1C- \�-i-1 A LVkid/ -it ;LI'S 'ALA E(sty Sur r ,i)4 i,L!'YS ; C 'kZ.l,41z".'il _:'u ARRIVE /, 0(7,) DEPART /1 4-7 / , TN. PFC (1R • - TOWN OF QUEENSBURYe ` \ BUILDING AND;;C.ODES:DEPARTMENT • 531 BAY ROAD { /� . QUEENSBURY;'"NEW. YORK. 12804 TELEPHONE. (518). 7454447 , BUILDING INSPECTOR'.S.$EPORT I\ REQUEST FOR INSPECTION RECEIVED . 14/9-`� NAME /We. .L.1 2/c_ 4 2_, ( / i LOCATION f DATE (r/1f 2 PERMIT 0 9/— /7/ TYPE OF STRUCTURE ( /44,J `1A2'66;. RECHECK APPROVED N/A YES NO . FOOTINGS/PIERS , i MONOLITHIC POUR FORM ' REINFORCEMENT IN PLACE / . / THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FROM , FREEZING FOR 48 HOURS' FOLLOIING THE PLACEMENT OF THE CONCRETE. , MATERIALS FOR THIS PURPOSE; ON SITE/ ' FOUNDATION/WALL POUR' • / REINFORCEMENT IN PLACE I / FOUNDATION/DAMPROOFING, x`, .r. BACKFILL. APPROVAL I ROUGH PLUMBING i ' / . . PLUMBING VENT/VENTS IN/.PLACE / ' ' . , . ,----- '.PLUMBING UNDER SLAB,,-,, / • " i '(FRAMING: - y . . / v /° JACK STUDS/HEADERSI / - BRACING/BRIDGING I , . JOIST HANGERS `�Y JACK POSTS/MAIN BEAM ' A HEATING .ROUGH-IN i+ `i, . INSULATION: • V FOUNDATION WALLS INTERIOR R= FOUNDATION WALL'S EXTERIOR R-\ • FLOORS R- \;. WALLS R- _ CEILING'S R- DUCT WORK OR'PIPING IN UNHEATED `. ' SPACES i ,__REMARKS: I iet 8,9 r. .4 0.a� - )'P Tek ` /}0,00 Y;( . � r ;i r ARRIVE DEPART • I ,r, / . ' ' //Jf,, 'd INSPECTOR J'I' ' i TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED NAME 4-i7' Y � l.0 l%`milr� &KZG 2 LOCATI r AN 6e(4' /- DATE 1//4.:Z PERMIT 0 9/-&J/ TYPE OF STRUCTURE /,/y,a � RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM .' REINFORCEMENT IN PLACE THE CORP CTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FROM FREEZING FOR 48 HOURS 'FOLLOWING THE PLACE 9ERT OF THE CONCRETE MATERIALS FOR THIS PURPOSE;ON SITE FOUNDATION/WALL POUR REINFORCEMENT IN PLACE \ FOUNDATION/DAMPROOFING ,fs, BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VENTS 'IN PLACE PLUMBING UNDER SLAB' FRAMING: 1 JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS'' JACK POSTS/MAIN BEAM HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS / R- WALLS 1 R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS. 14 -, 4,r e.„- ARRIVE Car DEPART //, 00-- T NS _ .TnR ®wn OF QUEENS:,. /L BUILDING AND CODES DEPARTMENT 531 BAY ROAD A QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED ?/ (p/7"a— NAME fl\ \S Sc � c c1 LOCATION (R>u GILvINLlx-- g-,c) DATE ,-ipiov/ PETIT TYPE OF STRUCTURE 7 11 c,t c.'-' /%y- ()cyci -- RECHECK APPROVED iN/AYES NO FOOTINGS/PIERS •MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACEMENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALL POUR REINFORCEMENT IN PLACE/ FOUNDATION/DAMPROOFING BACKFILL APPROVAL ROUGH PLUMBING J PLUMBING VENT/VENTS IN PLACE PLUMBING UNDER SLAB 1 FRAMING: '; - JACK STUDS/HEADERS 4 P BRACING/BRIDGING JOIST HANGERS S', JACK POSTS/MAIN BEAM HEATING ROUGH-IN 7 \ INSULATION: ✓ 7; FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR"" R • - FLOORS ./ WALLS / R- CEILING I R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: • 7/15:c CCv IG/IJ,� l' 7V,5- WV? 76,„- a a/i,) ARRIVE A ViS/ DEPART ~ � INS'PtCT11R TO fi OF QUEENSBURY BUILDING AND CODES DEPARTMENT • 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED NAME � ,3�� 2Cf�, c�-z L0CATI i",5 le/ IC DATE14/f t PERMIT f P/4--%7," TYPE OF STRUCTURE RECHECK APPROVED N/A YES NO FOOTINGS/PIERS • MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PR0VIDING PROTECTION FROM 'EEXING FOR 48 HOURS F0LL0WING THE PLACEMENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE, / FOUNDATION/WALL POUR • / % REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING_ BACKFILL APPROVAL F ROUGH PLUMBING 1 / PLUMBING VENT/VENTS IN PLACE 1 / )(PLUMBING UNDER SLAB • ) / FRAMING: ,' 'a JACK STUDS/HEADERS d ,/ BRACING/BRIDGING J / JOIST HANGERS JACK POSTS/MAIN BEAM V HEATING ROUGH-IN ;I INSULATION: FOUNDATION WALLS INTERIOR R- IU X FOUNDATION WALLS EXTERIOR R • - FLOORS �� R- WALLS IR- CEILING ;' IR- DUCT WORK OR PIPING IN UN FATED SPACES / r 1 REMARKS: � ) � v 6, /0P6'2- � L,a 3 �l R- v)./o.P.rn DA) Lh---B4,-3(A.Arie4 ARRIVE - I.�� DEPART 5` _�1-0 • ' TN. _C TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR°S REPORT REQUEST FOR INSPECTION RECEIVED 6/1 Z/9'.��. NAME J--0, t, '1.1�.4 z,. Ott%1 l LOCATION P, DATE (P 13 /q PERMIT 0 q l F/ii TYPE OF STRUCTURE RECHECK C�Q,c {, { t APPROVED N ''L'nGf wrhlJ C /J L .Dp/. N/A YES NO }'1}FOOTINGS/PIERS 0 MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACEMENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALL POUR REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING ! BACKFILL APPROVAL 1 / ;<- ROUGH PLUMBING q, PLUMBING VENT/VENTS IN PLACE PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: ARRIVE DEPART y l r t INSPECTOR" . iztrVP AV) tr* TOWN OF QUEENSBURY L./11C--L_`( BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED 9 NAME d--01(� e Coe ju!' LOCATION e DATE I l ct,) PERMIT # / TYPE OF STRUCTURE C - Not RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FROM FREEZING FOR 48 HOURS FOLLOWING °f THE PLACEMENT OF THE ,CONCRETE... MATERIALS FOR THIS PURPOSE ON S'LTE FOUNDATION/WALL POUR \ REINFORCEMENT IN PLACE`` 7 FOUNDATION/DAMPROOFING \ ,a�•' BACKFILL APPROVAL \, i ROUGH PLUMBING ,r PLUMBING VENT/VENTS IN PLACE`` PLUMBING UNDER SLAB / FRAMING: JACK STUDS/HEADERS Y BRACING/BRIDGING I \ JOIST HANGERS . JACK POSTS/MAIN BEAM HEATING ROUGH-IN / INSULATION: FOUNDATION WALLS .?INTERIOR R- FOUNDATION WALLS. EXTERIOR R- FLOORS I R- WALLS / R- CEILING N R- DUCT WORK OR :PIPING IN UNHEATED SPACES REMARKS: • ee,vrifoiP km_ icaaS I te5oi Gi'-G i�7i2 ic'Jl-dfr tirI-Leo 2 I t1h t( Q CC U&dr- ARRIVE //-0) • • DEPART !/ +3 /✓L - F SPfCTOR 7N/7 TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT//__ / REQUEST FOR INSPECTION RECEIVED (�/is/ v 2' NAME .1rP C2)CcV RUP, CC\ LOCATION ( _ IQ_ I DATE Jr PERMIT g I ( '7 W TYPE OF STR CTURE RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACEMENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALL POUR • i REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING ,r .BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VENTS IN PLACE / PLUMBING UNDER SLAB_ I FRAMING: r JACK STUDS/HEADERS BRACING/BRIDGING_ ;f JOIST HANGERS V JACK POSTS/MAIN BEAM HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS 1tl R- CEILING y R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: 25. i cY/( ARRIVE C DEPART �/' //C / °INSPECTOR TOWN OF QUEENSBURY / 1--- BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPEECTION RECEIVED �y . NAME Ale Se" LOCATION ,°-,/ I DATE ez//% PERMIT # 9/ -r7, TYPE OF STRUCTURE 6.1-2t91-7,4 CEO_ RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FROM FREEZING FOR 48 HOURS FOLLOWING j THE PLACEMENT OF THE CONCRETE. / MATERIALS FOR THIS PURPOSE .ON SITE x FOUNDATION/WALL POUR REINFORCEMENT IN PLACE J / FOUNDATION/DAMPROOFING BACKFILL APPROVAL r ROUGH PLUMBING d / - PLUMBING VENT/VENTS IN PLACE % . PLUMBING UNDER SLAB $f FRAMING: ;/ JACK STUDS/HEADERS Y ,1 BRACING/BRIDGING I JOIST HANGERS ,% b, JACK POSTS/MAIN BEAM 'A HEATING ROUGH-IN t' INSULATION: • FOUNDATION WALLS INTERIOR R- . FOUNDATION WALLS EXTERIOR R- '{ FLOORS / R- WALLS / R- a CEILING / R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: 41) z — Li11JrcAL 0 ??,-I / Z. AL r�1G't�1Z-..) — CJ r(VA- ARRIVE j j DEPART )j., (N—i .-& f• v INSPECTOR TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 4 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED -j 'p��2 NAME �1,2, &-177r-ir (_.l.L�'-& LOCATION 1/-- / DATE �� PERMIT # 27/ TYPE OF STRUCTURE RECHECK APPROVED N/A YE ,/NO FOOTINGS/PIERS �/ MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACEMENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALL POUR REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VENTS IN PLACE PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R'f FLOORS R4 WALLS R-'+ CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: ARRIVE DEPART INS ECTOR /6„,e-L TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT P/2 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 ' BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED' /'� NAME .lu A.0-1"C,r�- (�!C,P ( P Pi- LOCATION ! DATE .5;40.Z PERMIT # 9, '7/t TYPE OF STRUCTURE /frAL RECHECK APPROVED N/A YES/AO x FOOTINGS/PIERS Qa,,,i,ezaj MONOLITHIC POUR 'FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACEMENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALL POUR REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING BACKFILL APPROVAL ROUGH PLUMBING !, PLUMBING VENT/VENTS IN PLACE PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM , HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R;- FOUNDATION WALLS EXTERIOR R FLOORS R-, WALLS R CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: J-bare / ARRIVE f' DEPART - ; 1/ INSPECTOR TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED 5J�1 Jff NAME *Lb PJW , ( D t U tQ(.L.- LOCATION q DATE 5J', 1 1 PERMIT # 41/ - 71! TYPE OF STRUCTURE 00-71(4'k_/ f� RECHECK APPROVED N/A YES ,NO X FOOTINGS/PIERS - P MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FROM FREEZING FOR 48 HOURS FOLLOWING, THE PLACEMENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALL POUR, REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFIN,G BACKFILL. APPROVAL ',a, ;, ROUGH PLUMBING PLUMBING VENT/VENTS IN\PLACE . PLUMBING UNDER SLAB FRAMING: . JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM HEATING ROUGH-IN / INSULATION: FOUNDATION WALLSfINTERIOR R- . FOUNDATION WALLS EXTERIOR R- FLOORS R WALLS r R- CEILING ? R- DUCT WORK OR/PIPING IN UNHEATED SPACES I REMARKS: j Hn Ole • TL/Sle/0 ARRIVE DEPART INIECTOR i (0)M 1U\(-S TOWN OF QUEENSBURY i l , d BUILDING AND CODES DEPARTMENT 531 BAY ROAD . QUEENSBURY, NEW YORK 12804 - TELEPHONE (518) 745-4447 ' r, Ov BUILDING INSPECTOR'S REPORT f REQUEST FOR INSPECTION RECEIVED 5 , 1 I. NAME 2 L � _ _1 ) iU b C' �� LOCATION C DATE , /,l PERMIT # 91 -7�- /X TYPE OF ST UCTURE r'n Y111 101C/ A_ CO/O Gkr RECHECK APPROVED v r} /. N/A YES..NO •.'FOOTINGS/PIERS : 1112,Vd C;,,( 4c;---J `-/ MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACEMENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE. ON SITE • FOUNDATION/WALL POUR _ ' _ REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING , BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VENTS IN PLACE ' PLUMBING UNDER SLAB .. FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- • . FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS 1-1 rw' 1 — / I „ zfPccr t- eo O u k:(l if' _1 it , po•-„ 1- - , I ARRIVE ' i ., DEPART V\ . j INSPECTOR 9/- TOWN OF QUEENSBU i E�ECEtVED gInMAV Construction Management Inc. APR 2 8 1992 11 Verdi Boulevard Latham, New York 12110 BLDG. & CODE DEPT. 518-785-4094 April 27, 1992 Whitney Russell Code Enforcement Officer Town of Queensbury 531 Bay Rd. Queensbury,NY 12804-9725 Re: Lake George Cue Club Queensbury, NY Dear Whitney: Regarding our conversation of April 24th and the requirements left to be resolved on the Lake George Cue Club project , I have spoken to the owner and reached the following resolutions. Ventilation Statement Required: Upon final selection of the brand of equipment to be used the HVAC contractor will provide for the approval by the Architect and the Town of Queensbury the required ventilation statement. Doors 3,4,and 5 require panic hardware:The hardware schedule included in Specification Section 08710 Finish Hardware specifies panic hardware on the doors 3,4, and 5. Provide rail at center of stairs to billiard area:If required a railing will be installed as requested. Post occupancy sign:Mr. Russo has agreed to post the occupancy sign as required Provide structural loadings: (see attached from Architect) Must increase third roof drain to 8":(see attached from Architect) Connect fire alarm to pull station near front door:The Specifications Section 16100 subsection 2.13 requires a complete fire and smoke detection system in conformance with New York State and NFPA codes. The pull station will be provided as requested. Wire fan shutdown to smoke detection system:The fan to smoke detector interconnect will be provided as requested. Install fire suppression system in food equipment hood:A ansul system will be installed by the food service equipment supplier. PVC plumbing pipe will not be allowed under the slab on grade:We will instruct the plumbing contractor to install all work in accordance with the Town of Queensbury Codes. Metal siding must be grounded:The metal siding will be grounded as required. As the general contractor for Lynton Reality and the Lake George Cue Club I am looking forward to getting the project started . If you have any questions or if I can be of any service please call at 785-4094 or call on my mobil phone 428-0004. Since v* orl lenn Rinehimer Cinquino Associates P.C. The Arcade,376 Broadway Saratoga Springs,NY 12866. ., ". ,,.._- _ ..... :...... 518 587-2005 Architecture - Engineering Interior Design September 18, 1991 NYS ENERGY CODE COMPLIANCE: Lake George Cue Club Town of Queensbury, NY Compliance conformance analysis per Part 4 Design By Component f .;' Performance : 7813. 3 Thermal Performance of Envelope - Systems (a) Walls - Maximum U. - 0 . 2 Wall Type 1- (Refer to wall section 1/sht. A-4 & wall section 6/sht. A-6) . U,. 1 - 0 . 041 , Awl - 6264 .s . I . Window Type 1- (Series 2000 slider by "Norandex") . Ue 1 . o . 02 , Ap 1 - 226 s . 1 Door Type 1-(Hollow Metal , Polyurethane-insulated). ' -.. Ud 1 - 0 . 067 , Ad i - 70 s . 1 . - i Wall Type 2-(Refer to wall section 3/sht. A-4; i..e. `. poured wall portion) U. 2 - 0 . 0ee , Aug - ale . . f . Wall Type 3- (Refer to wall section 4/sht. A-5) . ' U„ 3 - 0 . 002 , Af, a - 340 s . f . Window Type 2- ( . 25" thick glazing, 1/2" air space) . Up 2 - o . a 1 , A g 2 - e e 7 s . f . - Door Type 2- ("Kawneer - Insulcast 260") :. Ud2 - 0 . 73 , 4d2 - 42 s . 1 - - Total Wall Area- A. - 7ee0 . . f : U. - C ( 62e4 s f ) r0 : 04 2 ) + ( 22e s1 ) r 0 . 62 ) • ( 70 s1 ) (0. 069) + (318 sf ) (0. 088) + (348 sf ) (0. 052) + (42 sf ) ; (0. 93) + (559 sf ) (0. 31 ) ] / 7850 sf Up - 0 . 064 1 0 . 20 nisi. . 1 (b) Roof - Maximum U. - 0 . 06 ( T • bl . 4 . 11 Roof- Ur 0 . 0 4 4 , A r . 1 1 , 3 6 0 s . t „ Skylight- (Same as Window Type 2 above w/ Low-E Coat) Ug - 0 . 3 1 , A g • 252 s .f . Total Roof Area- A. . 11 , 660 . . / . Up - [ ( 1 1 , 3 6 0 s t 1 ( 0 . 0 4 4 ) + ( 2 6 2 s 1 1 ( 0 . 3 1 1 1 !. 1 1 . 6 0 0 s 1 U, 0 . 00 • 0 . 0 6 moo . • (c) Shading Coefficients (Table 4-2) Determine percentage of glazing: 793 s. f . on east, west, and south walls 252 s. f on roof 7235 s. f . gross area of east, west, and south walls. C793 sf + 252 sf3 / 7235 sf = 14% Therefore max. SC, well . • 0 . 60 end Dom . pCo roof . • 0. 70. Glazing on walls-SC1 - 0 . 05 ' ( • Nor • nd . >, - ) . nd '6C2 . 25 because they are covered with awnings. S C o Dolls • c ( 2 6 2 4 1 1 ( 0 . 6 6 1 + ( 6 1 1 . 1 1 ( 0 . 2 O ) 3 / 7 s 3. If S C o Dolls • 0 . 4 7 4 0 . 6 O ■ . . . Glazing on Roof- SC roof • 0 . 6 ( Low- 6 1n .u1 .. gl • . . 1• 7813. 4 Air Infiltration of Envelope Systems (a) Manufacturers Windows - The sliding windows specified ("Norandex" - Series 2000) has a loss of 0. 15 cfm/'lf of sash crack. Maximum allowed by Table 4-3 is 0. 37cfm/ 1f.; Manufacturers Doors - Based on ASHRAE "average" classifi- cation of door fit having a "small perimeter gap having stop . . , trim fitting properly around door, and weather-stripped", , and is given a "k" rating of 2. 0. Which in a 25 mph winter wind corresponds to an infiltration rate of approx. 0. 9 cfm/ lf crack. Given a 3' x7' door has- 20 If of crack and 21 sf of surface, then the infiltration rate per sf of door is 1 0. 86 cfm/sf door, which is less than the value of 1. 25 cfm/sf given in Table 4-3. (c) An air barrier will be provided on the building envelope. • (d) The main entrance doors are of vestibule type layout; 7813. 11-21 HVAC systems and equipment HVAC systems and equipment are to be designed by others.' 7813. 18 Insulation of Piping Systems The max. diameter of hot water piping for water between 105-140 degrees F is 1" ; therefore the min. thickness of the pipe insulation will be 3/4" on branches, Mains, and Loops, and 1/2" on runouts. The min. R-value of the pipe will be • 4. 0. 7813. 31-34 Service Water Heating Systems and Equipment - The service Hot Water Heater is a manufacturers stock commercial model and meets and meets all minimum performance requirements. 7813. 53 Lighting Equipment (a) Lighting Controls (2) Each Pool Table has its own individual lighting control . (4) Track Lighting shall have separate controls from the general room lighting. (5) Exterior lighting shall be connected to ,a timer or. a photocell . 7813. 54 Lighting Systems (a) Building Interiors The lighting power limit for this building, , being of recreational use, is 2. 2 watts/sf . Based on appr.ox. ' ' : 12, 000 sf of usable space, this allowable limit would,: . be 26, 400 watts. The total number of watts. for thee. building is approximately 11, 000 watts and: therefore is far below the maximum allowed. (b) There is no exterior building lighting. ; • Cinquino Associates P.C. The Arcade,376 Broadway Saratoga Springs,NY 12866 518 587.2005 Architecture - Engineering Interior Design August 26, 1991 Mr . Brian Fear , PE, District Director State of New York Department of Health District Office 282 Glen Street Glens Falls, New York 12801 Re : Lake George Cue Club Dear Mr. Fear , Please accept this letter in response to your comments on the referenced project contained in your letter of August 1, 1991. Item No. 1 : • We believe the general basis for our design was covered in the "Sanitary Disposal Report" in terms of hydraulic load. In an effort to substantiate those figures to respond to your comments we 'reanalyzed our concept. In conference with the Owner as to actual use patterns for this operation we have realized that our figures will work on an average use basis, but do not accommodate the potential peaks in usage that this facility will generate. Essentially a recreational facility of this type will be subject to high levels of activity on weekends , with summer tourist oriented play being the most intensive, but will likely run at much lower levels mid-week, especially during the winter months. As mentioned in our original report there are no specific figures • available for the use pattern of a billiard parlor, and' we used water consumption data from the Owner' s other facility. However, we rationalize that the use could approximate that of a Bowling Alley. The DEC "Standards for Waste Treatment Works" recommends 75 gal . /day per lane for Bowling Alleys, plus a component for food service if provided. Pool table use should be somewhat lower than this due to the following variations : - Fewer actual users per table than bowling alleys since there is approximately a 50/50 mix of 4 person play vs 2 • person play. (Bowling alleys a dominated by league play usually averaging 4 persons per alley. ) :Page 2 - Brian Fear August 26, 1991 - A more controlled turn-over of building population since tables are specifically rented per person by the hour. Only players are allowed on the playing floor. Spectators will be limited to the lounge area. In addition the food service component is truly ancillary to the pool play. State law forbids the sale. of alcoholic beverages in a billiard parlor and thus food service will be limited to light meals (sandwiches, etc. ) , ' snacks and .soft drinks. Thus food service is intended to use disposables and therefore be a small generator of sanitary waste. We therefore, revise our estimate of hydraulic load to 36 tables times 75 gal /day. per table equals 2, 700 gals. /day plus a nominal 300 gals. /day for food service preparation and cleaning for a total of 3, 000 gals. /day, as a peak condition. We believe this to be truly a peak condition, and that a more normal average will not exceed 1, 500 gal . per day. On the basis of all of the above, we have revised our design concept as follows : - We have increased the leach field to handle the 1, 500 gal /day average load, based on the 1. 20 gal /day per sq. ft. (Please the attached letter from Charles Maine which verifies our original per test data. ) - We propose an additional 3, 00C gal . septic tank as a storage device to handle the potential peak loads, rather than oversize the leach field. Item No. 2: As stated in our original report, there is the anticipation that a sanitary sewer system will be provided for this region in the near future. We were in fact told at one point that the contracts for the engineering work for this have already been let. In any case, we recommended to 'the Owner that the use of a full grinder pump will allow relatively easy and inexpensive connection to that system as soon as it becomes available. On that basis we proposed the system with the septic tank located after the pump. We realize that this requires the pump(s) to handle the total sewage load rather than merely the effluent, but it precludes total reconstruction of the system for future connection to the sewer at a later date. We consulted with Environment One, manufacturers of the pump(s) about cycling, etc. relative to allowing the solids to settle out. We concluded 'that due to the anticipated rest periods between peak demands that the septic tank should function as a settling tank. Our current design proposal , which adds the second tank, further enhances that concept. `Page 3 - Brian Fear August 26, 1991 Item No. 3: The epeeitied pump 1s a Model GP '214 Duplex pump unit by Environment One Corp. Each pump can discharge 13. 9 gpm at 30 ft. of head. The pumps come in a self contained 120 gal . FRP tank, and we call for the manufacturer' s standard 45" FRP accessway. The pumps will include the manufacturer' s standard control package including "high level alarm". * Please see the attached . catalogue cut. Item No. 4: Since the pumps will not be dosing the tile field directly, we recommend that the volume pumped per cycle be tuned to the anticipated peak demand condition. Since we estimate the peak demand to be 3, 000 gal /day, and in this case a "day" will be twelve hours of actual operation, the pumps will need to handle 3, 000/12 = 250 gal /hr. We recommend the pumps alternate cycles to prolong motor life. If we set the float switch to allow for 4 cycles per hour each pump will handle 62. 5 gals. per cycle, approximately 1/2 the 120 gal . tank capacity. At 13. 9 gpm, each pump will run 4. 5 min. per cycle. Should a power outage of any duration occur , it is likely the building will be evacuated since no emergency generator is planned. Item No. 5 : A detail of the proposed grease trap and related piping has been added to drawing L-2, ( two copies attached) , which addresses your comments in this item. Item No. 6 : The leach field detail shown on drawing L-2 has been revised per your recommendations to indicate a maximum depth of 24". I anticipate we have adequately addressed your concerns. The Owner has arranged for the financing for this project (no small feat • in the current banking climate) , and is quite anxious to begin construction this season. Your review of this proposal at your earliest convenience will be greatly appreciated. If you have any questions or need further information, please do not hesitate to contact us. Very ruly y. ur, /(it Victor C. Cinquino, Pres. Cinquino Associates, F. C. cc: A. Russo D. Franklin • a • TOWN OF OUEENSBUR Cinquino Associates P.C. RECEWED APR 2 8 1992 The Arcade,376 Broadway Saratoga Springs, NY 12866 518 587.2005 BLDG. & CODE DEPT. Architecture Engineering Interior Design April 27, 1991 Mr. Whitney Russell Code Enforcement Officer Town of Queensbury Town Hall - Bay Road Queensbury, New York 12601 Re: Lake George Cue Club Dear Mr. Russell , We understand there are several open issues with respect to the above referenced project. Flease accept this letter as response to two of them as follows : 1. Structural Loadings : - This is to certify that the structural system for this project has been design in conformance with the requirements of the NYS Building and Fire Prevention Code and other accepted standards such as AISC with the following load conditions : - Roof Load - live load 60 psf. dead load 10 psf. - Wind Load - walls - 35 psf. roof upward - 25 psf. roof downward - 7 psf. 2. Roof Drains : - A review of the roof drainage piping indicates that 4-inch diameter leaders will be sufficient for the area served as described by Table V1 -903. However, the horizontal branches under the slab should be revised as follows : - From North to South, the first section should be increased from 4" to 5", the second second section can remain at 6" and the final section (from the last leader to the dry well ) should be increased from 6" to 6". • Page 2 - W. Russell April 27, 1992 - We are directing the Contractor to make these changes by a copy of this letter. I believe the above addresses the outstanding issues which have not been addressed directly by the Contractor. If you have any questions, or need further information, please let us know. Very ,ruly your Victor C. Cinquino, Pres. Cinquino Associates, P. C. cc: G. Rinehimer A. Russo File: CF169-5 GENERAL BUILDING CONSTRUCTION LENZ & RIECKER EDITION Checklist BUILDING: L. (s GZi (C(/E) c./jf NEW UNIFORM CODE C LOCATION: g4.e cp A/Dx i Jxt' I /Y9 DATE: ii/6-/9i REVIEWER: evgoss.ell. REQUIRED OR NO. ITEM CODE SECTION PAGE NO. ALLOWED ACTUAL 1. Jurisdiction Sec. 1231 638.333 . New--Existing 2. Occupancy Classification Part 703 475 ci 5 • I_ 3. Type of Construction Table 111-704 483 a b / 4. No. of Stories 56 5. Fire Area (Basic) Table VI-705 492 /pZ pvo /o?DD-O Accessibility Sec. 705.4E 486 / No. of Sides ,yl�¢ �//� Sprinklers Sec.705-4F 486 6. Fire Limits Sec. 770.3 601 /44 i 7. Ceiling Height Sac. 762.3 572• 9' 9 ,y .6444(7 Ventilation L�-�J ASHRAE 62-73 No. of Occupants Sec.1004.2 638.182 9. Exits A) Number - /i¢- 3 (One exit permitted) Table X-765 593 + �Q,x B) - Distance of Travel Table VI-765 590 Ace, /o0 C) Dead End Corridor Sac. 765.1j 576 ./V/4 D) Enclosure Table 111-704 483 .7/4y E) Corridor Width Table 1-765 577 yy-, yg F) Door Width Table V-765 588 yy 702 �� G) Smoke Stops Sec. 765.2a 577 �/� & Alarm Sec.1060.9a 638.22y SI�� y H) Opening Protectives Table 111-771 611 .y N� "f� • ® - I) Panic Hardware . Sec. 765.5a-4 587 ® --�J) Interior Stairs . Table IV-765 Yai/ 583 K) Exterior Stairs Sec. 765.4c 585 as --� L) Handrails Sac. 765.4a-11 585 5„:: . ® ed Sec. 1102.1 638.247 O� 10. Physically Handicapped Ca fib' OCIvisr • Facilities - ANSI 117.1-1980 11. Safety Glazing Sec. 766.1 594 04, VAN. g_ . 12. Malls between Buildings Sec. 768.1 596 1Pk 13. Atriums Sec. 769.1 . 598 �1k111 14. Openings in Rated Partitions Sec.Sec. 771 4 60 6 w 8:> 3(4 NOTES: ///eee, (/Gft/-o�rtiA- a 5 h4-e- , • //26w , � VeS>e Occ era hoac, a r 1 g 0/e.e ,,r 2 4 , (o? , s .at' 3 y� 5- ,�.e� 70 44.mot / ',,(* /7�triw .c. , /c5' w ,lam GENERAL BUILDING CONSTRUCTION Checklist \ NEW UNIFORM CODE C REQUIRED OR N0 ITEM CODE SECTION PAGE NO. ALLOWED ACTUAL 15. Desi n Loads A) Snow Map 638.2 07 B) Floor Table 111-803 637 ,fic 3C) Wind Table V-803 638.3 __ D) Roof Drainage Table VI-903 638.145 16. Foundation Sec. 800.3 629 1tc �9 17. Distance Separation Table 1-770 600 Atipl 18. Fire Separation Table 11-717 609 /r!/4- (Mixed Occupancy) 19, Firestopping Sec. 771.5c 617 JZafe 36Y6, 20, Day Care in Mixed Occupancy Sec. 771.6 617 y/* 21. Areas of Public Assembly Sec. 790 625 22. Finis Interior Sec. 772.2 619 G�a�S 4 k F-Jir Exte ,t rior Sec. 770.8 605 ( r/ 23. Fire Protection Equipment Sec. 774.2 622 A) Fire- Alarm System Fire Station Connection Sec.Sec. 1 Zoned System1060.2a-5 638.216 m/li Battery Backup Sec. 1060.2d-1 638.217 Re SF AV/5 - ---+- D.O.T. I /2% Table 1-1060 638.216 as i r B) Fire & Smoke Detecting System Sec. 774.3 623 ,Qc r C) Sprinkler System Sec. 774.4 623 A,1 012 D) Standpipe Systems Sec. 774.5 624 AV/2 E) Auto Vents Sac. 774.8 624.1>'vie. 6 Alarm Sec. 1060.9a 624.1 F) Coordinated Fire Safety Sec. 774.9 as/, / •ole. •' acetael G) Gas Pump �//� Fire Extinguishers Sec. 774.10 624.1 ,�(� H) Emergency Ventilation Sec. 1004.2f-1 638.184----� I) Fan Shutdown Sec. 1004.2E-2 638.184 le-eci �!/S �� J) Exhaust Hood U ,t/� �,. Extinguisher Sec. 1064.2b 638.233 24. Plumbin( Table 1-900 638.89 Fixtures �9 �Vc- // Sec. 904.6d 638.147 ` Freezings Sec. 850.7 638.112 25. Heating Producing Equip.A) Enclosure Sec. 771.4j 614 4/frf /2 , B) Air Supply Sec. 1000.2g 638.173 �i� NOTES: 3 - V 9 ;,? :;;;?' //Pe, SA,. Ocf..) - /.".---/oo,l- - Gt)(hc-K . -zr,,,kei Z-oodi---7-v-- wed sky 4-,4 ? ----- - we _ 4 5' /if& /5/cro a , l , i .,ele, - . GENERAL BUILDING CONSTRUCTION Checklist NEW UNIFORM CODE C REQUIRED OR CODE SECTION PAGE NO. ALLOWED ACTUAL N0. ITEM 26. Chimneys, Flues, Gas Vents Sec. 1005.2a 638.186 A) Prohibited Use Sec. 1005.5 638.186 F4-0 a/4- B) Spark Arresters Table 1-1005 638.187 C) Outlet Locations 27. Electrical ers Sec. 1030.1g 638.201 � 6-0`' 64� Metal Veneers t"1,i3 Emergency Power Sac. 1032.2a 638.203 S Emergency Light Table 1-1032 638.204 11C41 Exit Lights Table 1-1033 638.205 /QGg 28. Signaga Sec. 1163.13E-4 638.277 2 a .l��cX ._� Fire Alarm Sec. 1164.2 638.279 j2 G4 ase as Pu my Space . --� Sec. 1164.3c-4 638.283 ,!!/ Ers Sec. 1194.1a 638.322 1/14 Elevators Sec. 1194.1a 638.322 ,d/� Incinerator Sec. 1195.1c 638.323 i� Evacuation • Route . 29. Insulation as per NYS Energy Code The Local Building Department ill expressly authorized and empowered to approve plans ans redcadvisory o forly. compliance ourwith limited examinationlecompliaancenwithrourocomments shallan advisory only. shall not be construed as indicating the plans and specifications are in full compliance with the code. Legend N.A.: Not applicable N.A. : Not required N.S.: Not shown on drawings NOTES: • TECHNICAL SPECIFICATIONS F GEor ." GP clUB Route 9 Queen bury NY _ AFS Coristrus txon Ma.nagern nt • 59 Brown Road Still.ia.ters NY 12'170 58 3—'1244. It Cinquino Associates P.C. The Arcade, 376 Broadway Saratoga Springs, NY 12866 518 587-2005 • Architecture Engineering Interior Design - • • Lake George Cue Club Route 9 1 Town of Queensbury, New York INDEX TO SPECIFICATIONS General Conditions Supplementary General Conditions - Division 01 - General Requirements 01500 - Temporary Facilities 01550 - Miscellaneous Requirements • Division 02 - Sitework 02100 - Site Preparation 02200 - Earthwork 02440 - Landscaping 02500 - Paving and Surfacing Division 03 - Concrete • 03300 - Cast-in-Place Concrete Division 04 - None f1 Division OS - Metals 05100 - Structural Metal Framing 05200 - Steel Joists • 05300 - Metal Decking 05400 - Cold-Formed Metal Framing 05500 - Miscellaneous Metals Division 06 - Wood & Plastics 06100 - Rough Carpentry • 06400 - Architectural Woodwork Division 07 - Thermal & Moisture Protection 07190 - Vapor Barriers 07200 - Building Insulation 07240 - Exterior Insulation and. Finish System (EIS) • 07460 - Siding 07530 - Roofing 07600 - Flashing and Sheetmetal • 07820 - Skylight 07920 - Sealants & Caulking Division 08 - Doors, Windows and Glazing 08100 - Hollow Metal Doors & Frames 08400 - Entrances & Storefronts 08520 Aluminum Windows 08710 - Finish Hardware 08810 - Glass & Glazing Lake George Cue Club Route 9 Town of Queensbury, New York INDEX TO SPECIFICATIONS (cont' d) Division 09 - Finishes 09250 - Gypsum Drywall Systems 00300 - Ceramic Tile Work 09510 - Acoustical Ceilings 09650 — Resilient Flooring 09680 - Carpeting 09900 - Painting 09950 - Wall Coverings { Division 10 - Specialties 10150 - Toilet Partitions 10420 - Signage & Graphics (under separate cover ) 10700 - Awnings (under separate cover ) 10800 - Toilet Accessories � . Division 11 - Equipment 11012 - Central Vacuum Cleaning System (under separate cover ) 11400 - Food Service Equipment (under separate cover ) Division 15 - Mechanical Work 15100 - Plumbing 15500 - Heating, Ventilating & Air Conditioning Division 16 - Electrical Work 16100 - Electric Systems 16720 - Alarm & Detection System (under separate cover) 16790 - Audio-Visual Systems (under separate cover ) Lake George Cue Club Route 9 Town of Queensbury, New York • Supplementary General Conditions : The General conditions of the Contract for Construction - Construction Management Edition, AIA Document A201/CM, 1980 Edition are supplemented as follows : • Article 4. 2. 1 , REVIEW OF CONTRACT DOCUMENTS is supplemented as follows : - Dimensions of the work shall not be determined by scale or rule, but figured dimensions shall be followed at all times. - The Contractor shall verify all dimensions by measurements at • the job site and shall take any and all other measurements necessary to verify the drawings and to properly lay out his , • work. I � ' Article 4. 5. 1 under WARRANTY, is supplemented as follows : - The Contractor shall deliver to the Owner ' s Representative upon completion of all work under this contract, his written MAINTENANCE GUARANTEE, made out to the Owner. - The guarantee period shall run one ( 1 ) full year from the date of Substantial Completion, as designated by the issuance of a Certificate of Substantial Completion by the Architect. j.. - "Punch List" items noted on the Certificate of Substantial Completion, shall be guaranteed for one ( 1 ) full year from the • date said items are completed or corrected, as designated by the Architect. • Article 4. 12. 8, 'under SHOP DRAWINGS, PRODUCT DATA AND SAMPLES, is supplemented as follows : • - The Contractor shall be responsible for correct quantities, • dimensions, design of adequate connections, details for the • satisfactory construction of all work and the furnishing of materials or work required by the Contract Documents even if not indicated on the submittals that have been approved by the Architect. Article 11 , INSURANCE, is supplemented as follows : - The Contractor shall not commence work under this contract until he has obtained all the insurance required hereunder and has been submitted to the Owner satisfactory evidence of soma. • SUPPLEMENTARY GENERAL CONDITIONS PAGE 1 1 • Supplementary General Conditions (cont' d) • • - The contractor shall take out and maintain during the life of his contract Contractor' s Liability Insurance; as listed below. . Completed operations liability insurance shall continue in full force and effect for the duration of the warranty period. • COMPREHENSIVE GENERAL LIABILITY INSURANCE: A. Bodily Anjury Liability - to include personal injury: Liability Group A, B, C - $1 , 000, 000. 00 each occurrence - $1, 000, 000. 00 aggregate B. Property Damage Liability (Broad Form) : - $ 500, 000. 00 each occurrence • • • - $ 500, 000. 00 aggregate C. Complete Operations or Products Liability Insurance - Same limits as A and B above - Contractor' s Protective Liability: A. Bodily Injury - $1, 000, 000. 00 each occurrence B. Property Damage - $ 500, 000. 00 aggregate • - Contractual Liability (Hold Harmless) : A. Bodily Injury $1, 000, 000. 00 each occurrence B. Property Damage - $ 500, 000. 00 each occurrence $ 500, 000. 00 aggregate 1 - Comprehensive Automobile Liability Insurance : (Owned, Hired and Non-Owned Vehicles) A. Bodily Injury - $1, 000, 000. 00 each person - $1 , 000, 000. 00 each occurrence B. Property Damage - $ 500, 000. 00 each occurrence . • END OF SUPPLEMENTARY GENERAL CONDITIONS • • • SUPPLEMENTARY GENERAL - CONDITIONS PAGE 2 Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 01500 - TEMPORARY FACILITIES 1 . 1 Temporary Appurtenances : - Each Contractor shall furnish all scaffolding, planking, • staging, ladders, hoists, derricks, chutes, etc. .as required in order to safely and properly execute the work of any and all trades under each Contract. - All temporary appurtenances shall be safely and substantially constructed and shall comply with all laws, codes and regulations . having jurisdiction. 1 . 2 Temporary Telephone : - The General Contractor shall install , maintain and pay the full cost, throughout the job, of local service to provide a telephone for field operation. - Such telephone service may be mobile (cellular ) or line wired service at the Contractor' s option. - Make such temporary telephone facilities available for local service only to other persons working on or connected with the project. • - Maintain adequate safeguards to prevent long distance calls by unauthorized personnel . - Terminate temporary telephone only when the project is • complete. 1 . 3 Temporary Water : - Access to temporary water will be will be the responsibility of the General Contractor . It is intended that the permanent water supply system to the site be installed and all temporary appurtenances be attached thereto to provide potable water for construction purposes. • 1 . 4 Temporary Sanitary Facilities : - The General Contractor shall install , maintain and, at the • completion of all work or at such earlier time as the Architect . may approve, remove temporary sanitary facilities. - Such facilities shall be of the chemical type, shall be placed • at locations approved by the Architect and shall be screened from . the adjacent properties. - Cost of same shall be by the General Contractor. SECTION 01500 PAGE 1 • SECTION 01500 - TEMPORARY FACILITIES (cont' d) 1 1 . 5 Temporary Enclosures : - The General Contractor shall provide all labor, material , and appliances required to enclose the building or sections thereof as approved so building operations may be conducted continuously and efficiently throughout cold weather periods. - Tarpaulins, polyethylene enclosures or plywood curtains and barricades as required wherever permanent construction has been sufficiently completed to afford protection against the elements. - Padlock temporary doors and window barricades as soon as practicable. 1. 6 Temporary Power and Light : - Generally, except as provided for to the contract, the Contractor will provide and maintain temporary light and power as noted below to permit efficient prosecution of all work hereunder. ;.. - Should any contractor require temporary light or power during hours other than the time interval stated below, or should he require power in excess of or additional to that described below, he shall arrange with and pay the Electric Contractor in full for the extra work involved, or shall provide such temporary light and power otherwise at his expense, in a manner acceptable to the Architect. - The Contractor shall provide all labor , material , plant, devices and equipment necessary to furnish and maintain temporary electric light and power for the Project from 8:00 a. m. through 4: 30 p. m. each weekday, (except Saturdays and Holidays ) throughout the Project construction period so as to comply with the following requirements and to permit and encourage prosecution of all work on the Project, { regardless of contract or contracts. - Cost of power consumed in this regard will be paid by the Owner . - Obtain power for the temporary system through arrangements with local Power Company. - Provide a temporary service, a system or systems of temporary feeders necessary to supply temporary panels, switches, lighting, etc. , required hereunder and to fulfill the requirements of temporary heat as approved. - Provide and connect to each temporary office structure or trailer placed on the Project site, a feeder or feeders adequate for the connected load thereof. - Relocate temporary electric system components as required. - Remove the system complete when practicable, or directed. 1 . 7 Storage Sheds : - Each contractor shall provide adequate storage shed (s) as required for their own use, of sufficient areas to accommodate materials and tools for their respective trades SECTION 01500 PAGE 2 SECTION 01500 - TEMPORARY FACILITIES (cont' d) 2. 1 Removal of Temporary Facilities : - Completely remove all temporary construction facilities and all evidence thereof when: - Permanent facilities are available for use, - Or when no longer required for the performance of .the work, - And when approved by Architect. - Perform all cutting, patching and repairing as may be necessary to correct any damage or injury caused by temporary facilities or removal thereof . END OF SECTION - 01500 - TEMPORARY FACILITIES ;. • • • SECTION 01500 PAGE 3 Lake George Cue Club Route 9 Town of Queensbury, New York I SECTION 01550 - MISCELLANEOUS 1 . 1 Contractor' s Responsibility: - Each Contractor is to refer to all other Contract Drawings and Specifications to determine work to be performed by him. Work listed to be done by a specific Contractor in any SECTION of the Specifications to be included, as inferred, in that Contractor's bid. 1 . 2 Layout of Buildings : 1 . 2. 1 - Building Lines and Levels : - Lay off building lines on solidly constructed batter boards carefully maintained and periodically checked. - Ample offsets and/or special arrangements as necessary to permit efficient construction work and noninterference with lines and boards. - Determine elevations and levels using reference noted. 1 . 2. 2 - Accuracy of Layout: - Assume full Responsibility for complete accuracy of all work under this contract so the intent of the drawings and specifications will be realized in the completed work. - Rectify and/or replace any work which does not comply with layouts shown and /or specified. - Examine grading work completed under the Phase I contract, and report any apparent discrepancy in alignment, elevation or stability to the Architect before beginning work. 1. 2. 3 - Cooperation with Other Trades : - Assist other Contractors and subcontractors in determining proper location for their work. 1 . 3 Specification Sections : • - The division of the Specifications into SECTIONS is made for the convenience of reference and is not intended to control the Contractor in dividing the work among Subcontractors or to limit the scope of the work performed by anyone under a given SECTION. 1 . 4 Measurements : - Before ordering any material or doing any work, the Contractor and each subcontractor shall verify all measurements at the building and be responsible for the correctness of same. No extra charge or. compensation will be allowed because of SECTION 01550 PAGE 1 SECTION - 01550 - MISCELLANEOUS ( cont' d) difference between actual dimensions and the measurements indicated on the drawings. Any difference which may be found shall be submitted to the Architect for disposition before proceeding with the work. 1 . 5 Workmanship: - Perform all work of this Contract only with mechanics possessing the required skills for each portion of the work. - Perform all work in a manner consistent with best accepted practice for each trade and as required to reflect high quality workmanship and finish. - Any work not meeting Architect' s standards for adequate workmanship must be removed and replaced by the Contractor. 1 . 6 Standards : - Perform all work in accord with the applicable standards, requirements and specifications included but not limited to the following : - American Concrete Institute - American Institute of Steel Construction - New York State Electric and Gas, Co. - New York Telephone Company - National Electric Code - National Board of Fire Underwriters - Whenever any manufacturer of material utilized in the project issues recommended fabrication, installation, erection and/or application standards or instructions, such standards or instructions shall be strictly followed in the performance of the work except as specified or approved otherwise. - Whenever any trade, organization, institution, utility company, code group, society, association and or governing board standard, requirement or specification is adopted by reference in these specifications, perform all work related thereto in strict accordance with the latest edition thereto and/or amendments thereto. - The Contractor shall take full responsibility for failure of materials , devices, equipment, systems and finishes not fabricated, installed, erected or applied in accordance with the requirements of this article and shall remove, replace, repair or correct any such failures or deficiencies promptly upon notification by the Owner or Architect. 1 . 7 Fire Extinguishers : - The General Construction Contractor shall provide two (2) 20 lb. ABC Dry chemical type or equal fire extinguishers on the job, mounted in prominent and easily accessible locations throughout the construction as approved, relocating as necessary during the progress of the work. They shall be maintained on the job in working condition from start of construction until completion of the work. SECTION 01550 PAGE 2 SECTION 01550 - MISCELLANEOUS (cont' d ) 1 . 8 Contract Limits : • - The contract limits are confined to the property of the Owner, and as shown on drawings. 1. 9 Existing Utilities and Structures : - The existence and location of underground utilities shown on the drawings are not guaranteed and when necessary shall be investigated and verified in the field by the Contractor before starting work. Excavation in the vicinity of existing structures and utilities shall be carefully done by hand. 1 . 10 Restrictions : - The contractor shall schedule all of his operations to minimize interference with the existing roadway traffic, utilities and with use - of existing facilities the general public. Maintenance of warning signs, barricades, lights, and other precautions shall be the ; . responsibility of the Contractor, or combination of Contractors, directly involved with the particular work underway. 1. 11 Pumping and Ditching : - All labor, materials and appliances necessary to remove rain, spring, ground or surface water from excavations, trenches and all other interior and exterior areas where water may collect. - Necessary ditching, pumping or other means of water removal and disposal required to ensure safe and efficient installation of work under this contract from beginning of work until final completion of the project. - All continuous pumping and pumping other than during regular working hours by quiet, electrically driven motors only. 1. 12 Operating Instructions and Manuals : - Each Contractor shall furnish three (3) complete sets of operating instructions and manuals which shall include definite and specific instructions on all mechanical and electrical systems and equipment involved in the Project. Said instructions and manuals should set forth: - The manner of operation. - The necessary precautions and care to be followed. • - Periodic preventive maintenance requirements. - A complete set of spare parts lists, catalogs, service manuals and manufacturing data on said systems. SECTION 01550 PAGE 3 SECTION 01550 - MISCELLANEOUS (cont' d) - Said manuals are to be bound in 3-ring or other suitable type binders and bear the title of work covered (Electrical equipment, HVAC equipment, etc. ) , and include an index and the name, address and phone number of each contractor, subcontractor or service company applicable to work covered in the manual . 1. 13 Maintenance Guarantee: - Each Contractor shall deliver to the Architect upon completion of all work under his Contract, his written guarantee made out, in duplicate, to the Owner. - Should the Owner accept for occupancy any portion of the building before the completion of the building as a whole, as evidenced by the Architect' s certificate of substantial completion for that portion, the period of the guarantee for the work of that portion shall commence upon the date of the Certificate. 1. 14 Material Safety Data Sheets : Material Safety Data Sheets in conformance with OSHA safety requirements will be available at the site for products and materials to be used in this project. Each contractor, subcontractor and tradesman working at the site is required by law to become familiar with the information contained therein, including methods for handling . products, preventative safety measures and first-aid treatment measures Each contractor and subcontractor shall be responsible to inform all employees working at the site of the location and use of these sheets. END OF SECTION 01550 - MISCELLANEOUS • SECTION 01550 PAGE 4 • Lake George Cue Club Route 9 • Town of Queensbury, New York SECTION 02100 - Site Preparation PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work • specified in this section. • 1 . 2 Codes : Comply with all applicable state and local codes and ordinances in the execution of work under this section. Pay particular attention to ordinances governing the disposal of removed items, the provisions of safety systems, and laws governing the safety of the work. 1. 3 Protections : Provide temporary fences, barricades, coverings, or other protections to preserve existing items to remain. Restore damaged work to the condition existing prior to the start of this contract, unless otherwise directed. PART 2 - MATERIALS • - Not applicable this section. • PART 3 - EXECUTION • 3. 1 Site Clearing : Remove shrubs, grass and other vegetation or obstructions which interfere with new construction. Strip and stockpile topsoil that .. will be used in the work. Remove existing improvements, both above-grade and below-grade to the extent required, including pavements, walks, curbs, and other items as required. Dispose of . ' removed items and waste materials off the Owner' s property, unless otherwise indicated. Burning of combustible materials on the site will not be permitted. The use of explosives will not be permitted. '3. 2 Removals : Remove all items as indicated, or otherwise required for the proper • installation of new work, including but not limited to walks, pavements, and adjacent improvements. SECTION 02100 PAGE 1 Section 02100 - Site Preparation (cont' d) Provide protections and conduct removal work so as to prevent injury or damage to persons or adjacent property. Do not interfere with normal traffic on roads, streets or adjacent occupied or used facilities. Provide alternate routes around closed or obstructed traffic ways, as required by governing regulations, and as required to assure the safety of persons using any existing facilities. Maintain existing utilities and protect from damage during removal operations. Do not interrupt existing utilities ; provide temporary services if required. Control air pollution caused by dust and dirt ; comply with governing regulations. 3. 3 Fill : 4 Fill below-grade areas and voids resulting from removal operations. . Use satisfactory soil materials, as specified in Section 02200 Earthwork, placed in 6" deep horizontal layers with each layer compacted as specified in Section 02200 Earthwork. Grade the ground ; surface to conform to adjacent contours and to provide surface drainage. 3. 4 Disposal : Dispose of removed items, including trash and debris, off the Owner' s property. END OF SECTION 02100 - SITE PREPARATION SECTION 02100 PAGE 2 Lake George Cue Club Route 9 Town of Queensbury< New York SECTION 02200 - EARTHWORK PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1. 2 Quality Assurance : Codes and Standards : Comply with all applicable codes, ordinances, and regulations in the execution of work under this section. 1. 3 Utilities : Locate existing utilities by hand excavation and provide protection from damage, if any. Cooperate with the utility companies for maintaining services. Do not interrupt utility connections without providing temporary services as acceptable to the utility company and the Owner. Repair damage to existing utilities as directed by the utility company and/or the Owner' s representative. 1. 4 Protections : Protect structures , utilities, walks, pavements and other facilities in areas of the work. Barricade open excavations and provide warning lights from dusk to dawn each day. 1 . 5 Bracing and Shoring : Provide bracing and shoring as required in excavations, to maintain sides and to protect adjacent structures from settlement, complying with local codes and regulations. PART 2 - PRODUCTS 2. 1 Soil Materials : • Soil material shall be either excavated or borrow material , which has been specifically approved by the Architect for use as fill or backfill . Provide soil which is free of clay, rock or gravel larger than 2", debris, vegetation, waste or frozen material . Provide samples of all proposed soil material for review by the Architect. • SECTION 02200 PAGE 1 SECTION 02200 - Earthwork (cont' d) 2. 2 Sub-base Material : Properly graded mixture of natural or crushed gravel , crushed stone, or natural or processed sand that will readily compact to the required density. Use material complying with AASHTO M147, Grade A, unless otherwise indicated or acceptable to the Architect. PART 3 - EXECUTION 3. 1 General : ,3. 1 . 1 Normal Excavation: Excavation consists of removal and disposal or stockpiling of material encountered to obtain required subgrade elevations. All material that is removable with up to a 3/4 cubic yard capacity power shovel shall be considered as normal excavation. 3. 1 . 2 Unauthorized Excavation: Unauthorized excavation consists of removal of materials beyond indicated subgrade elevations or dimensions as normal excavation. Under footings or foundation bases fill unauthorized excavation by extending the indicated bottom elevation of the footing or base to the excavation bottom, without altering the required top elevation. Lean concrete fill may be used to bring elevations to proper position, when authorized by the Architect. Elsewhere, backfill and compact unauthorized excavations as specified for authorized excavation of the same classification, unless otherwise directed by the Architect. 3. 2 Stability of Excavations : Slope sides of excavations to angle of repose of material being excavated; otherwise, shore and brace. Maintain sides and slopes of excavations in a safe condition until completion of backfilling. Take precautions to prevent slides or cave-ins. When shoring and bracing are required, provide minimum requirements for same to comply with ANSI A10. 1 , "Safety Code for Building Construction", and with local codes and authorities having jurisdiction. 3. 3 Dewatering : Perform earthwork in a manner to prevent surface water and subsurface or ground water from flowing into excavations, and to prevent water from flooding the project site and surrounding area. Do not allow water to accumulate in excavations. Remove water using dewatering methods which will prevent softening of foundation bottoms, undercutting footings, and soil changes detrimental to stability of subgrades and foundations. Provide pumps, sumps and other dewatering 2 system components necessary to convey water away from excavations. SECTION 02200 PAGE 2 Section 02200 - Earthwork (cont' d) 3. 4 Material Storage : Stockpile satisfactory excavated materials where directed, until required for backfill or fill . 3. 5 Excavation for Structures : • Conform to elevations and dimensions shown within a tolerance of plus or minus 0. 50 ft. , and extending a sufficient distance from footings and foundations to permit placing and removal of concrete formwork, installation of services, and for other construction required, and for • inspection. Hand excavate for footings adjacent to existing structures. Provide necessary precautions to prevent undermining of existing foundations. In excavating for footing and foundations take care not to disturb bottom of excavation. Trim bottoms by hand if necessary to required lines and grades to leave a solid base to receive concrete. • 3. 5 Excavations for Pavements : Cut ground under pavements to comply with cross-sections, elevations • and grades as shown. 3. 7 Removal of Unsatisfactory Soil Materials : Excavate unsatisfactory soil materials encountered that extend below required elevations, to additional depth as directed by the • Architect. Such additional excavation, provided it is not due to fault or neglect of the Contractor , will be measured as directed by • the Architect and paid for by the Owner as a change in the work. • Where removal of unsatisfactory soil materials is due to fault or negligence of the Contractor in his performance of shoring and bracing, dewatering, material storage, or other specified requirements , excavate resulting unsatisfactory soil material and replace with satisfactory soil material at no additional cost. 3. 8 Cold Weather Protection : Protect excavation bottoms against freezing when atmospheric temperature is less than 30 degrees F. by covering with dry insulating materials of sufficient depth to prevent frost penetration. 3. 9 Compaction: 3. 9. 1 General : Perform compaction of soil materials for backfills and fills using suitable soil compaction equipment for materials to be compacted and work area locations. Control soil compaction during construction for compliance with percentage of maximum density specified for each area classification. SECTION 02200 PAGE 3 Section 02200 - Earthwork (cont' d) . 3. 9. 2 Percentage of Maximum Density Requirements : Provide not less than the following percentages of maximum density of the same soil material compacted at optimum moisture content : a. Structures : 95% maximum density for closeness soil , and 90% maximum density for cohesive material . b. Building Slabs and Walkways : 95% maximum density for closeness soil , and 90% maximum density for cohesive soil material . c. Lawn and Unpaved Areas : 90% maximum density for closeness soil , and 85% maximum density for cohesive soil material . 3. 10 Backfill and Fill : 3. 10. 1 General : Backfill consists of placement of acceptable soil materials in layers, in excavations to required subgrade elevations, for each area classification listed below. Fill consists of placement of acceptable:. soil materials in layer, over ground surface to required elevations, ; for each area classification listed below : a. In excavations, use excavated or burrow material that has been approved. b. Under building slabs, use sub-base material . c. Under walks, use sub-base material , or excavated or burrow material , or combination of both, that has been approved. d. Under grassed areas, use excavated or borrow material that has been approved. Backfill excavations as promptly as work permits, but not until completion of the following : a. Acceptance by the Architect of construction below finish grade including. b. Inspection, testing, approval , and recording locations of underground utilities. c. Removal of concrete formwork. d. Removal of shoring and bracing, and backfilling of voids with satisfactory materials. e. Removal of trash and debris. 3. 10. 2 Placement and Compaction: Place backfill materials in layers not more than 8" in looses depth. Before compaction, moisten or aerate each layer as necessary to - provide the optimum moisture content. Compact each layer to required percentage of maximum density for each area classification. Do not place backfill and fill material on surfaces that are muddy, frozen, or contain frost or ice. SECTION 02200 PAGE 4 Section 02200 - Earthwork (cont' d) 3. 11 Grading : 3. 11 . 1 General : Uniformly grade areas within limits of grading under this section, including adjacent transition areas. Smooth finished surface within specified tolerances, compact with uniform levels or slopes between points where elevations are shown, or between such points and existing grades. 3. 11 . 2 Grading Outside Building Lines Grade areas adjacent to building lines to drain away from structures and prevent ponding. Finish surfaces free from irregular surface changes, and as follows : a. Grassed Areas- finish areas to receive topsoil to within not more than 0. 10' above or below the required subgrade elevations. b. Walks shape surface of areas under walks to line, grade and ;. cross-section, with finish surface not more than 0. 10 above or below the required subgrade elevation. 3. 11 . 3 Grading Surface of Fill Under Building Slabs Grade smooth and even, free of voids, compacted a.s specified, and to :-J required elevation. Provide final grades within a tolerance of 1/4" when tested with a 10' straightedge. 3. 12 Compaction: After grading, compact subgrade surfaces to the depth and percentage of maximum density for each area classification. ( END OF SECTION 02200 . SECTION 02200 PAGE 5 Lake George Cue Club . Route 9 Town of Queensbury, New York SECTION 02440 - Landscaping PART 1 - GENERAL 1 . 1 Related Documents : • The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1 . 2 Description of Work: Furnish all labor and materials for final improvements to the site, including, but not necessarily limited to the following : a. Landscape plant materials. b. Lawn construction. L. 1 . 3 Quality Assurance : Subcontract landscape work to a single firm specializing in landscaping work. Topsoil : Before delivery of topsoil ( if any topsoil is required) , furnish the Architect with a written statement giving location of properties from which topsoil is to be obtained, and certification that proposed material is suitable for the installation intended. Trees and Shrubs : Provide nursery grown trees and shrubs, grown in a recognized nursery in accordance with good horticultural practice. Provide only freshly dug trees and shrubs. Do not use trees or shrubs which have been in cold storage or heeled- in. Provide protective covering during delivery. 1 . 4 Job Conditions : Proceed with and complete the landscape work as rapidly as portions of the site become available, working within the seasonal limitations for each kind of landscape work required. Determine location of underground utilities and perform work in a manner which will avoid possible damage. When conditions detrimental to plant growth are encountered, such as rubble fill , adverse drainage conditions, or obstructions, notify the Architect before planting. • 1 . 5 Guarantee: Guarantee lawns through the specified maintenance period, and until final acceptance. Guarantee shrubs for a period of one year after date of acceptance against defects, including death and unsatisfactory growth, except for defects resulting from neglect by Owner, abuse or• damage by others, or unusual phenomena or incidents which are beyond • Landscape Installer' s control . • SECTION 02440 PAGE 1 U Section 02440 - Landscaping (cont' d) Remove and replace shrubs, or other plants found to be dead or in unhealthy condition during guarantee period. Make replacements during growth season following end of guarantee period. Replace with materials complying with original specification. PART 2 MATERIALS 2. 1 Topsoil : If quantity of stockpiled topsoil is insufficient, provide additional topsoil as required to complete landscape work. Provide topsoil which is fertile, friable, natural loam, surface soil , reasonable free of subsoil , clay lumps , brush, weeds, other litter and free of roots, stumps, stones larger than 2" in any dimension, and other extraneous ; or toxic matter harmful to plant growth. Obtain topsoil- from local sources or from areas having similar soil characteristics to that found at project site. 2. 2 Soil Amendments : Complete fertilizer of neutral character, with some elements derived from organic sources and containing the following minimum percentages of available plant nutrients : a. For Shrubs : - 10% available phosphoric acid; 3% to 5% total nitrogen ; 3% to 5% soluble potash. b. For Lawns : - 4% phosphoric acid; 2% potassium; and the percentage of nitrogen required to provide not less than 1 lb. of actual nitrogen per 1000 sq. ft. of lawn area. Provide nitrogen in a form that will be available to the lawn during the initial growth period. 2. 3 Plant Materials : Provide plant material as shown and scheduled. Provide plant material true to name and variety established by the American Joint Committee on Horticultural Nomenclature "Standardized Plant Names", latest edition. Provide trees, shrubs, and other plants complying with the recommendations and requirements of ANSI Z60. 1 "Standard Nursery Stock" , latest edition. 2. 4 Grass Materials : Grass Seed : Provide fresh, clean, new-crop seed complying with the tolerance for purity and germination established by the Official Seed Analysts of North America. • SECTION 02440 PAGE 2 1 "--! Section 02440 - Landscaping (cont' d-) Provide the following species and proportions : - 39% Pennlawn Red Fescue - 85% germination. - 34% Kentucky Bluegrass - 80% germination. - 20% Perennial Ryegrass - 90% germination. - 7% Inert Material . 2. 5 Miscellaneous Materials : • Provide all related miscellaneous materials such as tree-wrap tape, stakes, guys, edging, and related items for complete landscape installation as shown or specified. • PART 3 - EXECUTION 3. 1 Inspection: Verify subgrade elevations and bring any discrepancies to the attention of the Architect. Do not proceed with the work until discrepancies have been corrected to the satisfaction of the Landscape Installer , or until directed by the Architect. 3. 2 Preparation: 3. 2. 1 Trees and Shrubs : Layout individual tree and shrub locations and areas for multiple plantings. Make minor adjustments as may be necessary. Prepare planting soil -mixtures by cleaning topsoil of roots, plants, sods, stones, clay lumps, and other extraneous materials harmful or toxic to plant growth. Mix specified soil amendments and fertilizers with topsoil at the rate of 30- lbs. per 1000 sq. ft. 3. 2. 2 Lawns : Prepare for planting of lawns by loosening subgrade of lawn areas to a minimum depth of 4" . Remove stones over 1-1/2" in any dimension and sticks, root, rubbish and other extraneous matter. Spread planting soil mixture to a minimum of 4 inches to meet lines, grades and- elevations shown, after light rolling and natural settlement. Grade lawn areas to smooth, even surface with loose, uniformly fine texture. Roll , rake and remove ridges and fill depressions as required to meet finish grades. SECTION 02440 PAGE 3 Section 02440 - Landscaping (cont' d) 3. 3 Planting Shrubs : Set balled and burlapped stock on layer of compacted planting soil mixture, plumb and in center of pit or trench with top of ball at same elevation as adjacent finished landscape grades. When set, place backfill around base and sides of ball in layers, and work each layer to settle backfill and eliminate voids and air pockets. When excavation is approximately 2/3-full , water thoroughly before placing 1 remainder of backfill . Repeat watering until no more is absorbed, and water again after placing final layer of backfill . Set container grown stock as specified for balled and burlapped stock, except cut cans on 2 sides ; remove bottoms of wooden boxes after partial backfilling so as not to damage roots. Prune, thin out and shape shrubs in accordance with standard horticultural practice. Dish;. top of backfill to allow for mulching. 3. 3. 1 Mulching : Provide not less than 3 inches of mulch and work into top of backfill and finish level with adjacent finish grades. 3. 4 Seeding New Lawns : Do not use wet seed or seed which is moldy or otherwise damaged in transit or storage. Sow seed using a spreader or seeding machine. Distribute seed evenly over entire area by sowing equal quantity in 2 directions at right angles to each other . Sow not less than 5 lbs. per 1000 sq. ft. Rake seed lightly into top 1/8" of soil , roll lightly, and water with a fine spray. Protect seeded slopes against erosion with erosion netting or other methods acceptable to the Architect. 3. 5 Maintenance : Begin maintenance immediately after planting. Maintain shrubs and other. plants until final acceptance but in no case less than 30 days after planting. Maintain plants by pruning, watering, cultivating and weeding as required for healthy growth. Maintain lawns for not- less than 30 days, or longer as may be required to establish an acceptable lawn. If seeded in the fall and lawn is not established by the end of the season, continue maintenance the following spring until acceptable lawn is established. Maintain lawns by watering, fertilizing, weeding, mowing, trimming, and other operations such as rolling, regrading, replanting as required to establish a smooth , acceptable lawn, free of eroded or. bare areas. SECTION 02440 PAGE 4 • ' Section 02440 - Landscaping (cont' d) 3. 6 Adjust and Clean: During landscape work keep pavements clean and work area in orderly condition. Protect landscape work and materials from damage due to landscape operations, and operations by other contractors. Provide protection during maintenance period. Treat, repair or replace damaged landscape work as directed. END OF SECTION 02440 - LANDSCAPING • I � SECTION 02440 PAGE 5 Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 02500 - Paving and Surfacing PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1 . 2 Quality Assurance : Codes and Standards - Comply with applicable provisions of the New York State Department of Transportation (NYSDOT) Design and Construction Division "Standard Specifications" , latest edition. PART 2 - MATERIALS 2. 1 Crushed Stone (Base Course) : Conform with material designation 703-0201. - Gradation (Type 4 Crushed Stone) : Sieve Size Designation Percent Passing by Weight 2" 100% 3/4" 30-65% No. 40 5-40% No. 200 0-10% - Plasticity Index : Material passing the No. 40 mesh sieve shall not exceed 5. 0. 2. 2 Asphaltic Concrete : Binder - Comply with the requirements of NYSDOT Type 3; Dense Grade Section 401 ; delivery temperature 275 deg. F, minimum. Top - Comply with the requirements of NYSDOT Type 7; Section 401 ; delivery temperature 275 deg. F, minimum. 2. 3 Cement Concrete : Ready Mixed Concrete - Comply with the requirements of Section 03300, Cast- In-Place Concrete, except as modified herein. Provide all concrete air-entrained. Provide all concrete at min. 4, 000 psi at 28 days. SECTION 02500 PAVING AND SURFACING PAGE 1 Section 02500 - Paving and Surfacing ( cont' d) 2. 4 Traffic and Zone Stripping Paint : Provide paint conforming to the requirements of NYSDOT, Section 727-04, "White Pavement Marking Paints". 2. 5 Expansion Joint Filler : Filler - Provide preformed strips of elastic closed cell sponge rubber conforming to ASTM D-1752 "Sponge Rubber and Cork Expansion Joint Fillers", Type I . PART 3 - EXECUTION 3. 1 Asphaltic Concrete Paving Equipment : Compacting Equipment - Provide power roller compacting equipment having a minimum weight of ten tons, except that hand-held vibrator-compactors may be used in areas inaccessible to rollers. 3. 2 Paving Equipment : Provide paving asphaltic paving equipment suitable for the intended installation, capable of maintaining line, grade, and the minimum surface course thickness specified. 3. 3 Placement of Crushed Stone (Base Course) : 3. 3. 1 Preparation: After subgrade has been completed, roll the surface to a smooth and uniform texture free from lumps, rock pockets, soft spots, and spongy areas. 3. 3. 2 Placement : Place in uncompacted layers not exceeding 6" in thickness. Compact the crushed stone to a minimum degree of compaction of 95% in accordance with ASTM D 1557 "Moisture Density of Soils". Roll the crushed stone until entire surface is firm, dense, and free from rock pockets and mud pads. • 3. 4 Placement of Asphaltic Concrete Pavement: Lightly sand the areas where prime coat is not fully absorbed before placing the asphaltic concrete. Place the asphaltic concrete in strict accordance with the provisions of Section 401 through 405 of2the NYSDOT Standards. SECTION 02500 PAVING AND SURFACING PAGE 2 Section 02500 - Paving and Surfacing (cont' d) 3. 5 Placement of Concrete Walks : 3. 5. 1 Preparation: Compact run of crusher stone or bank run gravel base course to the depths indicated. Remove spongy subgrade to provide adequate bearing for gravel or stone base course. 3. 5. 2 Reinforcing : Place in flat sheets on brick or laid after 2-1/2" of concrete has been poured. Lap mesh 6" in both directions . Break mesh at expansion joints. 3. 5. 3. Formwork : Use metal or wood forms free from kinks or warps. Stake forms securely to insure stability during pours. ;.. 3. 5. 4 Tooled Joints : Place full depth expansion joints as indicated, not to exceed 30' -O" apart. Tool joints spaced as directed at intervals not to exceed the width of the walk. • 3. 6 Parking Lot Painting: Apply new traffic and zone marking paint in strict accordance with the provisions of NYSDOT, Section 640 "Reflectorized Pavement Marking Paints" . Provide one coat, 4" wide in the locations indicated. END OF SECTION 02500 - PAVING AND SURFACING SECTION 02500 PAVING AND SURFACING PAGE 3 Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 03300 - CAST- IN-PLACE CONCRETE PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1 . 2 Quality Assurance : 1 . 2. 1 Codes and Standards : Comply with the provisions of the following codes, specifications, and standards, except as otherwise shown or specified : �. a. ACI 301 "Specifications for Structural Concrete for Buildings. " b. ACI 304 "Recommended Practice fo.r Measuring, Mixing, Transportation, and Placing Concrete. " c. ACI 347 " Recommended Practice for Concrete Formwork. " d. Concrete Reinforcing Steel Institute (CRSI ) " Manual of Standard Practice. " 1 . 2. 2 Allowable Tolerances : All concrete shall conform to the following: a. Formed Surfaces : Comply with the requirements of Concrete Formwork, herein. b. Concrete Slabs and Flatwork: Flat and true to plans, and . within 1/4 inch in 10 feet, as determined by a 10 foot straightedged placed anywhere in the surface in any direction. c. Total deviation from a true plane shall not be greater then 3/4 inches overall . 1 . 2. 3 Batch Plant Qualifications : Concrete batching plant(s) shall have automatic proportioning and recording equipment and be currently approved as a concrete supplier by the New York State Department of Transportation. 1 . 2. 4 Submittals : Mix Design: Submit design mix proposed at least five (5) days prior to the start of the work of this section. SECTION 03300 PAGE 1 Section 03300- Cast-in-place .Concrete ( cont' d) 1. 2. 5 Environmental Conditions : a. Cold Weather Concreting: Maintain concrete at greater than 40 deg. F at all times. b. Hot Weather Concreting : Maintain concrete at less than 90 deg. F at all times. PART 2 - MATERIALS 2. 1 General : Ready Mix Concrete : All truck mixed concrete shall conform to ASTM C-94-71 . 2. 2 Concrete Materials : Cement : Conform to ASTM C-150-71 , type II Portland Cement. Water : Fresh, clean, potable and free of deleterious substances. Air-Entraining : For all concrete provide neutralized vinsol resin-type, air-entraining admixture, conforming to ASTM C-260-69; such as "Sika-Aer", manufactured by Sika Chemical Corp. , or equal . Aggregates : Conform to ASTM C-33-71 for size and grading. 2. 3 Concrete Mix Design: a. Class "A" Concrete : (Air-Entrained) - Compressive Strength: 3000 psi at twenty-eight days. - Maximum Water/Cement Ratio : 0. 55 - Minimum Cement Content : 530 lbs. per cubic yard. - Air Content : 4. 5%, plus or minus 0. 5% by volume. - Slump: 5 inches maximum. - Maximum Aggregate Size: 1-1/2 inches. b. Class "B" Concrete : (Air-Entrained) - Compressive Strength: 4000 psi at twenty-eight days. - Maximum Water/Cement Ratio : 0. 48 - Minimum Cement content : 564 lbs. per cubic yard. - Air Content : 5%, plus or minus 1% by volume. - Maximum Aggregate Size : 1-1/2 inches. - Provide Class "A" mix for all footings, foundations, and interior slabs. - Provide Class "B" for all exterior slabs, pavements, and for any other exterior concrete exposed to freezing. SECTION 03300 PAGE 2 Section 03300 - Cast-in-place Concrete (cont' d) 2. 4 Related Materials : Expansion joint filler : "Flexcell " by Celotex Corporation, or equal , in minimum 1/2" thickness, unless otherwise shown, between all slabs and vertical surfaces, and in slab construction joints. 2. 5 Form Materials : Formwork shall be constructed so that concrete is of correct dimension, shape, alignment, elevation and position within tolerances, capable of supporting required loading. 2. 6 Reinforcing Materials : a. Reinforcing Bars : ASTM A-615, Grade 60, size and shape as shown on drawings. b. Welded Wire Mesh: ASTM A-185 2. 7 Mixing of Concrete: All concrete shall be batched at the approved plant for complete mixing in the truck mixer . The maximum elapsed time after the first mixing of cement and aggregates until completion of final placement of concrete shall be ninety (90) minutes. Add all air-entraining admixtures with the mixing water and not with the cement. No retemper. PART 3 - EXECUTION 3. 1 General : 3. 1. 1 Ready Mixed Concrete : ASTM C-94 3. 1. 2 Formwork: Construct so that concrete members and structures are of correct size, shape, alignment, elevation, and position, complying with ACI 347. Clean and adjust forms prior to concrete placement. Apply form- release agents or wet forms, as required. Retighten forms during and after concrete placement, if required, to eliminate mortar leaks. '3. 1 . 3 Reinforcement : Position, support and secure ,reinforcement against displacement. Locate and support with metal chairs, runners, bolsters, spacers and hangers, as required. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. Install welded wire mesh in as long lengths as practicable, lapping at least one mesh. SECTION 03300 PAGE 3 Section 03300 - Cast-in-place Concrete (cont' d) 3. 1 . 4 Joints : Provide construction, isolation, and control joints as indicated or required. Locate construction joints so as to not impair the strength and appearance of the structure. Place isolation and control joints in slabs-on-grade as shown on drawings, of if not shown in locations to stabilize differential settlement and random cracking. 3. 1 . 5 Installations of Embedded Items : Set and build into the work anchorage devices and other embedded items required for other that is attached to , or supported by cast-in-place concrete. Use setting diagrams, templates and instruction provided by others for locating and setting. 3. 2 Installation: Comply with ACI 304, placing concrete in a continuous operation within planned joints or sections. Do not begin placement until work of other trades affecting concrete is completed. Consolidate placed concrete using mechanical vibrating equipment with hand rodding and tamping, so that concrete is worked around reinforcement and other embedded items and into all parts of the forms. Protect concrete from physical damage or reduced strength due to weather extremes during mixing, placement, and curring. In cold weather comply with ACI 305. In hot weather comply with ACT 305. 3. 3 Concrete Finishes : a. Exposed- to view surfaces : Provide a smooth finish for exposed concrete surfaces and surfaces that are to be covered with a coating or covering material applied directly to concrete. Remove fins and projections, patch defective areas with cement grout, and rub smooth. b. Slab Trowel Finish: Apply trowel finish to monolithic slab surfaces that are exposed to view. Consolidate concrete surface by finish troweling, free of trowel marks, uniform in texture and appearance. c. Exterior Pavements : Apply textured or "broom" finish to all exterior slabs and pavements. 3. 4 Curing : Begin initial curing as soon as free water has disappeared from exposed surfaces . Where possible, keep continuously moist for not less than seventy-two hours. Continue curing by use of moisture-retaining cover or membrane forming curing compound. Cure formed surfaces by moist curing until forms are removed. Provide protections as required to prevent damage to exposed concrete surfaces. • END OF SECTION 03300 SECTION 03300 PAGE 4 Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 05100 - Structural Metal Framing PART 1 - GENERAL 1 . 1 Related Documents : • The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1 . 2 Quality Assurance : Comply with the provisions of the following, except as otherwise indicated : a. AISC "Code of Standard Practice for Steel Buildings and Bridges". b. AISC "Specifications for the Design, Fabrication, and Erection of Structural Steel for Buildings", including the "Commentary of the AISC Specifications". c. AISC "Specifications for Structural Joints using ASTM A 325 or A 490 Bolts" approved by the Research Council on Riveted and Bolted Structural Joints of the Engineering Foundation. d. AWS "Code for Welding in Building Construction". 1. 3 Submittals : Shop Drawings : Submit shop drawings showing complete details and schedules for the fabrication and shop assembly of members. • PART 2 - MATERIALS 2. 1 Structural System Components : a. Rolled Steel Plates, Shapes, and Bars : ASTM A 36. b. Structural Steel Tubular Products : • ASTM A 501 , Square, Rectangular, and Special Shapes, Hot-formed structural quality carbon steel , welded or seamless. • c. Steel Castings : ASTM A 27, Grade 65-35, medium strength carbon steel . d. Unfinished Bolts and Nuts : ASTM A 307, Grade A. ' e. High-Strength Bolts and Nuts : ASTM A 325, or A 490. f . Structural Steel Primer Paint: Comply with FS TT-P-86e, Type II . • SECTION 05100 PAGE 1 • Section 05100 - Structural Metal Framing (cont' d) t}r 2. 2 Bedding Mortar : • 2. 2. 1 Cement Grout: • Portland cement and clean sand, mixed at a ratio of 1 part cement. to 3 parts sand, by volume, with only the minimum amount of water required for placement and hydration. • 2. 2. 2 Shrink-Resistant Grout : • • Pre-mixed, factory packaged, ferrous aggregate mortar grouting compound. Products offered by manufacturers to comply with the requirements include the following : - Embecco ; Master Builders. • - Ferrolith G ; Sonneborn/Contech. - Irontox ; Toch Bros. - Kemox C; Sika Chemical . • - Vibra-Foil ; W. R. Grace. 2. 3 Fabrication: • • 2. 3. 1 General : Fabricate items of structural steel in accordance with AISC Specifications and as indicated on the final shop drawings. Properly mark and match-mark all materials for field assembly. 2. 3. 2 Connections : • Weld or bolt shop connections, unless otherwise shown. Bolt field connections, except where welded connections or other connections are shown or specified. 2. 3. 3 Welded Connections : Comply with AWS Code for procedures, appearance and quality of welds, and for methods used in correcting welding work. • 2. 3. 4 Holes for Other Work: Provide holes required for securing other work to structural steel framing, and for the passage of other work through steel framing . members ( if any) . 2. 4 Shop Painting : Shop paint all structural steel work, except members or portion of members to be embedded in concrete or mortar. Paint embedded steel on exposed portions and initial 26 of embedded areas only. . Do not paint • • SECTION 05100 PAGE 2 Section 05100 - Structural Metal Framing (cont' d) contact surfaces which are to be welded, or high-strength bolted. Apply two (2) coats of paint to surfaces which are inaccessible after assembly or erection. PART 3 - EXECUTION 3. 1 Erection: Comply with the AISC Specifications and Code of Standard Practice, and with specified requirements. Maintain all work in a safe and stable condition during erection. Provide temporary shoring and bracing, with connections of sufficient strength to bear imposed loads. Remove temporary members and connections when permanent members are in place and final connections are made. 3. 2 Anchor Bolts : Furnish anchor bolts and other connections required for securing structural steel to foundations and other in-place work. Furnish templates and other devices as necessary for presetting bolts and other anchors to accurate locations. 3. 3 Setting Base Plates : Clean concrete and masonry bearing surfaces and roughen to improve bond. Clean the bottom surface of base plates. Set loose and attached base plates for structural members on wedges, or other adjustable devices. Tighten anchor bolts after the supported members have been positioned and plumbed. Pack bedding mortar solidly between bearing surfaces and bases of plates to ensure that no voids remain. Finish exposed surfaces, protect installed materials, and allow to cure. 3. 4 Field Assembly: Set structural members to the lines and elevations indicated. Align and adjust the various members forming a part of a complete frame or structure before permanently fastening. Clean bearing surfaces and other surfaces which will be in permanent contact before assembly. Perform necessary adjustments to compensate for discrepancies in elevations and alignment. Splice members only where shown or • specified. Do not enlarge unfair holes in members by burning or by the use of drift pins, except in secondary bracing members. Ream holes that must be enlarged to admit bolts. Do not use gas cutting torches in the field for correcting fabrication errors in the structural framing, except on secondary members which are not under stress . Finish gas-cut sections equal to a. sheared appearance. SECTION 05100 PAGE 3 • • Section 05100 - Structural Metal Framing (cont' d) 3. 5 Touch-Up Painting : • Touch-up painting of field welds, bolted connections and abraded areas , of the shop paint on structural steel , as required immediately .aft �P • erection. • END OF SECTION 05100 - STRUCTURAL METAL FRAMING . • • • • • • • • • I I • • • • . I SECTION 05100 PAGE 4 Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 05200 - Steel Joists PART 1 - GENERAL 1. 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1. 2 Quality Assurance: 1. 2. 1 Joists : j. Provide joists fabricated in compliance with the latest edition of the AISC-SJI "Standard Specifications and Load Tables" for LH-Series Longspan Steel Joists. 1 . 2. 2 Qualification of Welding Work: Qualify welding processes and welding operators in accordance with the AWS "Standard Qualification Procedure". 1. 3 Shop Drawings : Submit detailed shop drawings showing layout of joist.. units, special connections, jointing and accessories. Include the mark, number, type, location, and spacing of joists and bridging. Provide templates or location drawings for installation of anchor bolts. 1. 4 Delivery, Storage, and Handling : Deliver , store and handle steel joists as recommended in AISC-SJI "Specifications". Handle and store joists in a manner to avoid deforming members and to avoid excessive stresses. PART 2 - MATERIALS 2. 1 Steel : • Comply with AISC-SJI "Specifications". 2. 2 Fasteners : " 2. 2. 1 Unfinished Threaded Fasteners : ASTM A 307, Grade A, regular hexagon type, low carbon steel . SECTION 05200 PAGE 1 Section 05200 - Steel Joists (cont' d) 2. 2. 2 High Strength Threaded Fasteners : ASTM A 325 or A 490 heavy hexagon structural bolts with nuts and hardened washers. 2. 3 Steel Prime Paint : Comply with AISC-SJI "Specifications". • 2. 4 Fabrication: 2. 4. 1 Holes in Chord Members : Provide holes in chord members where shown or required for securing other work to steel joists ; however , deduct the area of the holes from the area of the chord when calculating the strength of the member. 2. 4. 2 Extended Ends : Provide extended ends on joists where shown, complying with the manufacturer' s standards and requirements of applicable AISC-SJI "Specifications" and load tables. . 2. 4. 3 Bridging : Provide diagonal type bridging for " lon s an" joists, complying with AISC-SJI "Specifications". Provide bridging anchors for ends of all bridging lines terminating at walls or beams. 2. 4. 4 End Anchorages : Provide end anchorages to secure joists to adjacent construction, complying with AISC-SJI "Specifications". 2. 5 Shop Painting : Remove loose scale, heavy rust, and other foreign materials from fabricated joists and accessories before application of shop paint. Apply one shop coat of steel joist primer paint to steel joists and accessories, by spray, dipping, or other method to provide continuous dry paint film thickness of not less than 0. 50 mil . PART 3 - EXECUTION 3. 1 General : Take note of the areas where steel joists are intended to be left exposed as a finished product. Take all special precautions for the SECTION 05200 PAGE 2 Section 05200 - Steel Joists ( cont' d) installation of joists and related components in this area to assure a neat and orderly installation. During placement of joists, align and apace each unit to assure consistent spacings, and true alignments. Take special care in the installation of anchorages, and attachment of bridging to provide neat, finish- like welds, joints, etc. Layout and accurately space bridging so as to provide neat, consistent lines or rows perpendicular to joists and parallel exterior walls. Inaccurately aligned components shall be removed and replaced at no extra cost to the Owner. 3. 2 Erection: • • Place and secure steel joists in strict accordance with AISC-SJI "Specifications" , final shop drawings, and as herein specified. 3. 3 Anchors : Furnish anchor bolts and other devices to be built into other construction. Furnish templates for the accurate location of anchors in other work. 3. 4 Placing Joists : Do not start placement of steel joists until supporting work is in place and secured. Place joists on supporting work, adjust and align '":,✓ in accurate location and spacing before permanently fastening. Provide temporary bridging, connections, and anchors to ensure lateral stability during construction. 3. 5 Bridging : Install bridging simultaneously with joist erection, before any construction loads are applied. Anchor ends of bridging lines at top and bottom chords where terminating at walls or beams. 3. 6 Fastening Joists : Field weld or bolt joists to supporting steel framework in accordance with AISC-SJI "Specifications" for the type of joists used. Co-ordinate welding sequence and procedure with the placing of joists. 3. 7 Touch-up Painting : • After joist installation, paint all field bolt heads and nuts, and welded areas, abraded or rusty surfaces on joists and steel supporting members. Wire brush surfaces and clean with solvent before painting. . Use the same type of paint as used for shop painting. • END OF SECTION 05200 - STEEL JOISTS SECTION 05200 PAGE 3 ti Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 05300 - Metal Decking PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1 . 2 Quality Assurance: V 1 . 2. 1 Codes and Standards : Comply with the provisions of the latest edition of the following codes and standards except as otherwise shown or specified: - AISC "Specification for the Design of Cold-Formed Steel 1, , Structural Members". - AWS "Structural Welding Code". - SDI "Steel Roof Deck Design Manual ". 1. 2. 2 Qualification of Welding Work : Qualify welding processes and welding operators in accordance with AWS "Standard Qualification Procedure" . Deck welded in place is subject to inspection and testing. Expense of removing and replacing any portion of decking for testing purposes will be borne by the Owner for welds found to be satisfactory. Remove work found to be defective and provide new acceptable work. 1 . 2. 3 Performance Requirements : Compute the properties of metal roof deck sections on the basis of the effective design width as limited by the provisions of the AISC Specifications. Provide not less than the deck section properties shown, including section modulus and moment of inertia per foot of width. 1 . 2. 4 Allowable Deflection: . i Design and fabricate deck for a maximum deflection of 1/240 of the clear span under the total uniform dead and live load. 1. 2. 5 Uplift Loading: V Install and anchor roof deck units to resist gross uplift loading of 45 lbs. per sq. ft. SECTION 05300 PAGE 1 Section 05300 - Metal Decking (cont' d) 1 . 3 Shop Drawings : Submit detailed shop drawings showing layout of deck panels, anchorage details and every condition requiring closure panels, supplementary framing, special jointing or other accessories. PART 2 - MATERIALS 2. 1 Components : a. Steel for Painted Finish: ASTM A611, Grade C. b. Miscellaneous Steel Shapes : ASTM A 36 c. Flexible Rubber Closure Strips for Deck: Manufacturer' s standard vulcanized, closed-cell , synthetic rubber. d. Paint for Non-Galvanized Deck: Deck unit manufacturer' s baked-on rust-inhibitive paint, for application to metal surfaces which have been chemically cleaned and phosphate chemical treated. 2. 2 Fabrication: 2. 2. 1 General : Form deck units in lengths to span 3 or more supports with flush, telescoped or nested 2" end laps, and nesting side laps, unless otherwise indicated. Provide deck configuration complying with SDI "Basic Design Specifications" , and as specified herein. 2. 2. 2 Intermediate-Rib Deck: Depth approximately 1-1/2" ; ribs spaced approximately 6" O. C. ; width of rib opening at roof surface not more than 1-1/3" ; width of bottom of rib surface not less than 1". 2. 2. 3 Ridge and Valley Plates : Fabricate ridge and valley plates of galvanized sheet steel of the same quality as the deck units ; each leg not less than 2-1/4" wide, bent to provide tight-fitting closure with deck units. Provide plates in 10 ft. lengths where possible. • 2. 2. 4 Metal Closure Strips : Fabricate metal closure strips of galvanized sheet steel of the same quality as the deck units. Provide profile and gauge as shown on the • drawings, formed to provide tight fitting closures at open ends and sides of decking. SECTION 05300 PAGE 2 Section 05300 - Metal Decking (cont' d) PART 3 - EXECUTION 3. 1 General : Take special note of areas in which roof deck is to be left exposed as finished product. Take all special precautions for the installation of metal deck in these areas to assure that final installation is neat and orderly in appearance. In particular, take special precautions in the welding of deck units to structural supports. Burn-throughs will not be accepted. Panels which are bent or damaged by holes or weld burn-throughs shall be removed and replaced at no extra cost to the Owner. 3. 2 Installation: Install roof deck units and accessories in accordance with manufacturer ' s recommendations and final shop drawings, and as specified herein. Place roof deck units on supporting steel framework and adjust to final position with ends bearing on supporting members and accurately aligned end to end before being permanently fastened. Lap ends not less than 2" . Do not stretch or contract the sidelap interlocks. Place deck units flat and square, secured to adjacent framing without warp or excessive deflection. Co-ordinate and co-operate with structural steel erector in locating decking bundles to prevent overloading of structural members. Do not use deck units for storage or working platforms until permanently secured. After permanent fastening take extra precautions to prevent damage, bending or buckling of roof deck panels in areas where deck is to be exposed at the underside by providing temporary protections, walkway reinforcements, etc. Permanently fasten roof deck units to steel supporting members by not less than 1/2" diameter fusion welds, or elongated welds of equal strength, not less than 12" O. C. at supports and at closer spacing where required for lateral force resistance. Use welding washers where recommended by deck manufacturer. Comply with AWS requirements and procedures for manual shielded metal -are welding, the appearance and quality of welds, and the methods used in correcting welding work. • i Lock side laps between adjacent deck units at intervals not exceeding 36" O. C. by tack welding, button punching or mechanical fasteners in areas where deck is not exposed as final finish. In areas of exposed deck button punching, and/or mechanical fasteners ( tack screws ) , will SECTION 05300 PAGE 3 Section 05300 - Metal Decking (cont' d) be accepted upon specific approval of the Construction Manager and Architect only after consultation with installer to determine that the appearance of the underside of deck will not be seriously marred. Cut and fit roof deck units and accessories around other work projecting through or adjacent to the roof decking, as shown on the drawings. Provide neat, square and trim cuts. Provide additional metal reinforcement and closure pieces as required for strength, continuity of decking and support of other work, unless otherwise shown. Reinforce roof decking around openings less than 15" in any dimension by means of a flat steel sheet placed over the opening and fusion welded to the top surface of the deck. Provide steel sheet of the same quality as the deck units, not less than 20 gauge, and at least 12" wider and longer than the opening. Provide welds at each corner and spaced not more than 12" O. C. along each side. Weld ridge and valley plates to the top surface of the roof decking. Lap end joints not less than 3", with laps made in the direction of water flow. Provide metal closure strips at all open uncovered ends and edges of roof decking, and in the voids between decking and other construction. Weld into position and provide a complete decking installation. 3. 2 Touch-Up Painting : After rood deck installation, wire brush, clean and paint scarred areas, welds and rust spots on the top and bottom surfaces of decking units and supporting steel members. Touch-up shop painted surfaces with the same paint used in the shop, as recommended by the deck manufacturer. END OF SECTION 05300 - METAL DECKING • SECTION 05300 PAGE 4 Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 05400 - Light Gauge Metal Framing PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1 . 2 Quality Assurance : All work performed under this section shall conform to applicable portions of the latest edition of the following : a. ASTM Standard Specifications and Methods of Testing. b. American Iron and Steel Institute (AISI ) "Specification for Design of Light Gauge Cold-Formed Structural Members" and "Light Gauge Steel Design Manual ". c. AWS Code for Arc and Gas Welding in Building Construction and Recommended Practice for Spot Welding of Low Carbon Steel . ,‘,_} 1. 2. 1 Allowable Tolerances : Architectural clearances shall be strictly maintained ; check against all other drawings and details. 1. 3 Related Work Specified Elsewhere : The work specified in this section is intended to cover exterior wall framing. Steel stud work for interior partitions, soffits, etc. is specified in Section 09250 Gypsum Wall Systems. PART 2 - MATERIALS 2. 1 Light Gauge Studs : Furnish channel studs of the size as shown on the drawings, minimum 20 ga. , conforming to ASTM A 570, Grade D, with minimum yield 33, 000 psi . , complete with floor and ceiling tracks. 2. 2 Bridging : Channel type solid 20 gauge welded or screwed in place. SECTION 05400 PAGE 1 Section 05400 - Light Gauge Metal Framing (cont' d) 2. 3 Miscellaneous Items : Provide all sills, headers, anchors, connections, top and bottom track, bracing and accessory items per manufacturer ' s standards or as otherwise shown or required to complete the installation. Include all angles and support members indicated to be provided. 2. 4 Finish: All members shall be manufacturer' s standard galvanized finish PART 3 - EXECUTION 3. 1 Inspection: Field measurements - Verify all dimensions in the field. Responsibility for accuracy of fit shall rest with the Contractor for this section. In addition to spacing indicated, lay out stud spacing to provide secure backing for gypsum sheathing and for gypsum wallboard. 3. 2 Fabrication: Provide workmanship equal to the best practice in modern structural shops. All welding by qualified operators in accordance with applicable AWS Code. Finish members and panels, free from twist, bends or open joints, members straight and true to line. Weld or screw all studs to top and bottom track in strict conformance with manufacturer' s recommendations. Top and bottom track continuous, spliced and welded or screwed as required. Provide headers for all openings, of proper size and section, and securely weld or screw to studs. 3. 3 Erection: Erect all light metal framing by approved methods, using equipment of adequate capacity to perform all work safely. Erect all work plumb, level , and to dimensions and elevations indicated, using appropriate leveling and plumbing instruments. Provide not less than two (2) rows of solid stud bridging located at approximately third points. Field connections shall be welded, or screwed in strict conformance with manufacturer' s recommendations. SECTION 05400 PAGE 2 Section 05400 - Light Gauge Metal Framing (cont' d) 3. 4 Field Touch-Up: Touch-up field welds and abrasions with a coat of approved galvanizing paint. Complete all touch-up painting prior to installation of wall sheathing. 3. 5 Adjust and Clean: Check and adjust all work under this section and repair or replace improperly executed work. Broom clean area of work and remove and dispose of all cartons, scrap materials, trash and debris. END OF SECTION 05400 - LIGHT GAUGE METAL FRAMING SECTION 05400 PAGE 3 Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 05500 - Miscellaneous Metals PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1 . 2 Submittals : Submit shop drawings for fabrication and erection of miscellaneous metal assemblies . Show anchorage and accessory items. Provide templates for anchor and bolt installation by others. PART 2 - MATERIALS 2. 1 Steel Plates, Shapes, and Bars : ASTM A 36. 2. 2 Concrete Inserts : Malleable iron (ASTM A 47) or cast steel (ASTM A 27) inserts, with steel bolts, washers and shims ; hot-dip galvanized. 2. 3 Shop Paint : • FS TT-P-86, Type II ; or SSPC-Paint 14. Apply to steel surfaces at rate to provide . a 2. 0 mil dry film thickness. 2. 4 Galvanizing : • ASTM A 386 for assembled products ; A 153 for iron and steel hardware. Provide galvanizing for all fabrications and hardware built into concrete and masonry. 2. 4 Non-Shrink Grout : • Pre-mixed, factory packaged, ferrous aggregate mortar grouting compound, complying with CRD-C 621 . SECTION 05500 PAGE 1 ; Section 05500 - Miscellaneous Metals (cont' d) PART 3 - EXECUTION 3. 1 Fabrication, General : Use materials of size and thickness shown, or if not shown, of required size and thickness to produce strength and durability in. finished product. Shop paint all items not specified to be galvanized after fabrication. Weld corners and seams continuously; grind exposed welds smooth and flush. Form exposed connections with hairline, flush joints ; use concealed fasteners where possible. 3. 2 Carpenter' s Iron Work : Furnish custom fabricated bolts, plates, anchors, hangers, dowels, and other miscellaneous steel and iron shapes for framing and supporting and anchoring woodwork, and related construction. 3. 3 Miscellaneous Steel Trim: Fabricate to shape, size and/or profiles shown, including shop welded anchorages for securing into concrete and/or masonry work. Shop paint after fabrication. • 3. 4 Installation: Perform cutting, drilling, and fitting required for installation; set work accurately in location, alignment and elevation, measured from established lines and levels. Provide anchorage devices and fasteners where necessary for installation to other work. Set loose items on cleaned bearing surfaces, using wedges or other adjustments as required. Solidly pack open spaces with commercial non-shrink grout material . 3. 5 Touch-up Paint : Touch up shop paint after installation. Clean field welds, bolted connections and abraded areas , and apply same type of paint as used in shop. Use galvanizing repair paint on damaged galvanized surfaces. END OF SECTION 05500 - MISCELLANEOUS METALS SECTION 05500 PAGE 2 • • { Lake George Cue Club Route 9 Town of Queensbury, New York • SECTION 06100 - Rough Carpentry • 1{{ - PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, • Supplementary Conditions and General Requirements apply to the work j. specified in this section. 1. 2 Quality Assurance : • Lumber Standard: Comply with PS 20, except as otherwise indicated. Plywood Standard : Comply with PS 1 , except as otherwise indicated: Factory-mark each piece of lumber and plywood with type, grade, mill"` and grading agency, except omit marking from surfaces to be exposed • • with transparent finish or without finish. • 1 . 3 Delivery and Storage : • Keep materials dry during delivery and storage. Protect against exposure to weather and contact with damp or wet surfaces. " Stack lumber and plywood, and provide air circulation within stacks. 1 . 4 Co-ordination: { Fit carpentry work to other work ; scribe and cope as required for • accurate fit. Correlate location and furring, nailers, blocking, grounds and similar supports to allow proper attachment of other work. PART 2 - MATERIALS 2. 1 Lumber , General : • • Nominal sizes are indicated', except as shown by detail dimensions. Provide actual sizes as required by PS 20, for the moisture content • specified for each use. Provide dressed lumber, S4S; unless otherwise shown or specified. Provide seasoned lumber with 19% maximum moisture content at the time of dressing. 2•. 2 Concealed Boards : • { Where boards are concealed by other work, provide Southern Pine No. 2 . Boards, (SPIB) or any species graded Construction Boards (WCLB, or • WWPA) . • SECTION 06100 PAGE 1 • • • • Section 06100 - Rough Carpentry (cont' d) . 2. 3 Exposed Plywood : Where plywood will be exposed in the finished work, provide Exterior • Type plywood for exterior use, and Interior Type with exterior glue for interior use. • 2. 4 Concealed Plywood: Where plywood will be concealed by other work, provide Interior Type plywood C-D Plugged Grade, unless otherwise specified. 2. 5 Overlay Plywood : Where "MDO" or Medium Density Overlay plywood is indicated, provide • • exterior grade plywood with a fully bonded medium density laminated coating suitable for painting. 2. 6 Preservative Treatment : • Where lumber is specified herein, or shown on drawings as "Treated", or "PT" , provide "Pressure Treated" lumber, complying with the applicable requirements of the American Wood Preservers Bureau (AWPB) . Pressure treat with water-borne preservatives complying with AWPI LP-2. Kiln dry to 15% moisture content after treatment. Treat indicated items, and the following: - Wood cants, nailers, blocking, stripping, and similar members • in connection with roofing, flashing, vapor barriers and waterproofing. - Wood sills, sleepers, blocking, furring, stripping and similar concealed members in contact with masonry or concrete. - i PART 3 - EXECUTION 3. 1 Installation: Set carpentry work accurately to required lines and levels, with members plumb and true and accurately cut and fitted. Securely attach carpentry work to substrates by anchoring and fastening as-- shown and as required by recognized standards. Countersink nail heads on exposed carpentry and fill holes. Select fasteners of size that will not penetrate members where opposite side will be exposed to view or will receive finish materials. Make tight connections between members. Install fasteners without splitting or wood ; pre-drill as required. • SECTION 06100 PAGE 2 i'. \ J Section 06100 - Rough Carpentry (cont' d) • {1 3. 2 Wood Nailers and Blocking : Provide wherever shown and where required for screeding or attachment of other work. Form to shapes as shown and cut as required for true i line and level of work to be attached. Co-ordinate with location of other work involved. Attach to substrates as required to support applied loading. Countersink bolts and nuts flush with surfaces, unless otherwise shown. 3. 3 Installation of Plywood: . � Comply with recommendations of the American Plywood Association (APA) , j for the installation of plywood. END OF SECTION 06100 - ROUGH CARPENTRY I!! • i • � SECTION 06100 PAGE 3 Q0275 Lake George Cue Club - Route 9 , Town of Queensbury, New York SECTION 06400 - Architectural Woodwork PART 1 - GENERAL 1 . 1 Related Documents : • The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. • 1 . 2 Quality Assurance : 1. 2. 1 Quality Standards : Comply with specified provisions of Architectural Woodwork Institute. (AWI ) , "Quality Standards". 1 . 2. 2 Measurements : • Before proceeding with woodwork required to be fitted to other construction, obtain measurements and verify dimensions and any shop drawing details as required for accurate fit. 1 . 3 Shop Drawings : Submit shop drawings showing location of each item, dimensioned plans • and elevations, large scale details, attachment devices and other - components. • 1. 4 Samples : • Submit samples to be reviewed by the Architect for appearance and - finish. Submit the following samples : a. Solid wood for transparent finish; one finished sample 3"- x 12" of each species. • b. Plywood or veneer for transparent finish; one finished sample 12" square, for each species. c. Plastic laminate ; one sample for each type and surface finish. 1 . 5 Delivery, Storage and Handling : - s Protect woodwork during transit, delivery, storage and handling to ' prevent damage, soiling and deterioration. Do not deliver woodwork until painting, wet work, grinding and similar operations .which could damage, soil or deteriorate woodwork have been completed in installation areas. SECTION 06400 PAGE 1 • Section 06400 - Architectural Woodwork (cont' d) - 1. 6 Job Conditions : Do nut install woodwork until the required temperature and relative - I humidity have been stabilized in installation areas. Maintain , temperature and relative humidity as required for a tolerance of plus or minus 1% of the specified optimum moisture content until woodwork receives specified finish. Maintain temperature and humidity , . conditions until acceptance of the work by the Owner. . Protect • installed woodwork from damage by other trades until Owner' s . acceptance of the work. PART 2 - MATERIALS 2. 1 Standing and Running Trim: Quality Standard : AWI Section 300; Red Oak, thickness and profiles as shown. ' 2. 2 Wood Casework : a. Quality Standard : AWI Section 400. b. Solid Wood : Red Oak, plain sawed/sliced. _xj c. Veneered Plywood: Match species and cut of ,associated solid wood.,' d. Laminate Finish Construction: 1/2" plywood or particle board, j. plastic laminate finish all sides. e. Face Construction: "Flush Overlay" type as shown and detailed; • d• oor front and panels as shown. f . Shelf Construction: 3/4" plywood or particle board, plastic • laminate faced all sides. . I 2. 3 Countertops : 3/4" plywood or particle board, plastic laminate faced as shown and detailed. 2. 4 Plastic Laminate: • NEMA General -Purpose Type laminate, nominal 0. 062" thickness. Matte finish, color as selected from manufacturer' s standard pall.ette. 2. 5 Cabinet Hardware : a. Knife-Type Pivots : BHMA B 81441, wrought steel with plated finish, • nylon bearing washers , 0. 060 gage, flanges and screws ' to match door frame edge profile. - + . SECTION 06400 PAGE 2 • • Section 06400 - Architectural Woodwork (cont' d) • b. Door Pulls : Solid polyester or nylon rod-type handles, 5/16" diameter x 7/6" finger clearance x 4" screw centers , color as . selected. c. Shelf Standards : Heavy duty, full mortise type, manufacturer' s standard finish. 2. 6 Casework Pre-Fabrication: Shop fabricate casework to the greatest extent possible, disassemble only as necessary for delivery and ' installation. 2. 7 Factory Pre-Finishing (Contractor ' s Option) : • Co-ordinate factory finishes with the Section 09900 of these specifications. Provide factory applied "Transparent Finish" complying with AWI Section 1500 for complete factory application. Provide "satin" finish. PART 3 - EXECUTION • 3. 1 Preparation: Condition all architectural woodwork to average prevailing' humidity conditions in installation areas prior to installing. Backprime woodwork on all surfaces which will be concealed with one coat of wood primer. 3. 2 Installation, General : Install plumb, level , true and straight with no distortions. Shim as required using concealed shims. Cut to fit unless specified to be shop-fabricated or shop cut to exact size. Where woodwork abuts other finished work, scribe and cut for accurate fit. Before making cutouts, drill pilot holes at corners. Distribute defects allowed in the quality grade specified to the best over-all advantage, when - , installing job assembled woodwork items. 3. 3 Standing and Running Trim: Install in' single, unjointed lengths for openings and for runs less than 10 ft. For longer runs, balance the lengths of pieces to provide the minimum number of joints. Stagger joints in adjacent members. Cope at returns and miter at corners. Attach securely in place with uniform joints providing for thermal and building movements. Blind "nail " or attach where possible. Set exposed heads of fasteners for filling. Clean woodwork and fill holes in preparation for transparent finish as specified in Section 09900 of these specifications. Use matching wood filler compatible with transparent finish. • SECTION 06400 PAGE 3 { - r Section 06400 - Architectural Woodwork (cont' d) 3. 4 Installation of Casework: - t Install casework in a manner consistent with the specified Quality Grade to be plumb, level , true and straight with no distortions. Shim as required using concealed shims . Secure to grounds, stripping and blocking with countersunk concealed fasteners as required for a complete installation. Scribe and cut for accurate fit to other finished work. Adjust hardware for smooth operation of all operable parts. Clean casework and fill holes in preparation for transparent finish as specified in Section 09900 of these specifications, it not factory pre-finished. Use matching wood filler compatible with transparent finish. 3. 4 Cleaning and Protection: Repair or remove and replace defective work as directed upon completion of installation. Clean shop-finished woodwork, touch-up finish as required and remove and refinish damaged or soiled areas of finish. Protect casework by covering with 4-mil polyethelene, or other suitable membrane to provide protection against soiling and deterioration during remainder of construction period. END OF SECTION 06400 - ARCHITECTURAL WOODWORK SECTION 06400 PAGE 4 Lake George -Cue Club Route 9 Town of Queensbury, New York SECTION 07190 - VAPOR BARRIERS PART 1 - GENERAL . 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply.-.to the work • specified in this section. • 1 . 2 Quality Assurance : Provide vapor barriers as specified herein, so as to prevent the • passage of moisture from interior heated surfaces to the exterior and from ground surfaces under slabs-on-grade to the interior of each unit. PART 2 - MATERIALS • 2. 1 Under-Slab Vapor Barriers : Provide minimum 6-mil thick, polyethylene vapor barrier material under all slabs-on-grade. • 2. 2 Interior Building Vapor Barrier : • Provide minimum 4-mil thick, un-reinforced polyethylene vapor barrier material for installation to the inside face of all walls exposed to the outside. PART 3 - EXECUTION • • 3. 1 Under slab vapor barriers : Install vapor barrier material under slabs-on-grade,. prior to the installation of concrete, but only after all other trades installing work under slabs have completed their work. Take special precautions as necessary to prevent the puncturing of the vapor barrier material , . such as providing temporary surface protection during theinstallation of concrete. Lap vapor barrier sheets a minimum of 12", and seal with adhesive tape as recommended by the manufacturer . Provide vertical laps or extensions around plumbing and electrical devices installed under slabs. SECTION 07190 PAGE 1 Section 07190 - Vapor Barriers (cont' d) • 3. 2 Wall vapor barrier : Install vapor barrier material to the inside face of wall studs after the installation of insulation and the work of other trades such as plumbing and electrical work. Lap vapor barrier material and securely attach to studs with screws, adhesive, or other method approved by the manufacturer. Cut and neatly fit vapor. barrier material around door and window openings, and electrical boxes. Seal with adhesive tape or other approved means to assure proper closure and prevent the passage of moisture into wall cavities. 3. 3 Protection : • Protect installed vapor barrier materials from damage or puncture. Repair small damaged areas with approved adhesive tape. Replace large damaged areas with new vapor barrier material . END OF SECTION 07190 - VAPOR BARRIERS • SECTION 07190 PAGE 2 Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 07200 - Building Insulation PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1 . 2 Thermal Conductivity: The thicknesses shown are for the thermal conductivity (k-value at 75 degrees F. ) specified for each material . Provide adjusted thicknesses as directed for the use of material having a different thermal conductivity. 1. 3 Fire and Insurance Ratings : Comply with all applicable fire-resistance, flammability, and insurance ratings, and comply with code interpretations by governing authorities. 1 . 4 Protection: Do not allow insulation to become wet or soiled, or covered with ice or snow. Comply with manufactu•rer' s recommendations for handling, storage and protection during installation. Protect plastic insulation from exposure to sunlight. 1. 5 Job Conditions : Do not proceed with installation of insulation until work of other trades affecting wall and ceiling construction, including plumbing and electrical work, is satisfactorily completed. Co-ordinate insulation work with other trades for proper and timely installation, and allowing for required inspections of the work of other trades. PART 2 - MATERIALS 2. 1 Foundation Insulation: Extruded polystyrene board - FS HH-1524, Type II , Class B, self skinned, k-value of 0. 20. "Styrofoam SM" by Dow Chemical Co. , or equal ; 2" thickness as shown. ' SECTION 07200 PAGE 1 . 1 Section 07200 - Building Insulation (cont' d) 2. 2 Roof Insulation: Rigid, polyisocyanurate foam board, FM approved above non-combustible decks. Nominal 3" thickness, or as required to provide a minimum "R" value of 20. Mechanically or adhesive fastened to metal roof deck, in areas where deck is not exposed at underside, adhesive fastened only at areas of exposed deck and compatible with roofing system. 2. 3 Wall Insulation: Fiberglass batt or blanket type - FS HH- I -521 , Type I , density of not less 1. 5 lbs. per cu. ft. , k-value of 0. 27. "Fiberglass" building insulation, by Owens-Corning Co. , or equal ; unfaced, friction fit; nominal 6" thickness, or as required to achieve "R" value as shown on drawings. PART 3 - EXECUTION 3. 1 General : Comply with manufacturer' s instructions for the particular conditions of installation for each type of insulation required. Extend insulation full thickness as shown or required over entire area to be insulated. Cut and fit tightly around obstructions, and fill voids with insulation. Remove projections which interfere with placement. Apply a single layer of insulation of the required thickness, unless otherwise shown or required to make up the total thickness. 3. 2 Foundation Insulation: Co-ordinate the location and depth of vertical foundation insulation with final grading plans to assure that the insulation extends a minimum of 4' -0" below finish grade. On vertical surfaces, set units in adhesive approved by the manufacturer, and applied in accordance with the manufacturer' s instructions. Protect vertical insulation during backfill operations as required by use of a protection course approved by the manufacturer or other acceptable means. Set horizontal insulation, after placement and compaction of backfill . Protect both vertical and horizontal insulation during the - placement of concrete floor slabs, using acceptable methods as recommended •by the manufacturer. 3. 3 Roof Insulation: Apply rigid roof insulation to metal deck substrate in accordance with manufacturer' s instructions, using manufacturer' s standard mechanical fasteners, spaced as required, 'only in areas where roof deck is not exposed at underside, other wise provide manufacturer ' s standard SECTION 07200 PAGE 2 Section 07200 - Building Insulation (cont' d) adhesive bonded application. Lay boards in longest practical lengths. Do not install more insulation each day than will be covered by waterproofing by the end of the same day. 3. 4 Wall Insulation: Apply insulation batts or blankets to the substrate in accordance with the manufacturer ' s instructions. Bond or otherwise anchor insulation to the substrate to prevent movement or compaction of the material during subsequent installation of finishes. Set insulation to assure required air spaces and other areas of cavity ventilation are maintained. Fit units tightly around obstructions or wall and ceiling penetrations. Fill voids around headers and jambs at doors and - windows, and other cavities exposed to outside temperature conditions. END OF SECTION 07200 - BUILDING INSULATION i • • SECTION 07200 PAGE 3 Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 07240 - Exterior Insulation and Finish System (EIS) PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work • specified in this section. 1 . 2 Quality Assurance : Furnish all materials from a single manufacturer for the complete EIS system. 1. 3 Product Handling : Deliver• materials to job site in manufacturer' s unopened, labeled containers and store in area protected from sun and frost in conformance with manufacturer' s recommendations 1 . 4 Job Conditions : • Installer of EIS system must examine substrate and conditions under which work of this section is to be performed. Notify the Construction Manager and the Architect, in writing, of any conditions detrimental to the proper and timely completion of the work specified in this section. Do not proceed with work until unsatisfactory conditions have been corrected in a manner acceptable to the installer. 1 . 5 Submittals : Submit copies of manufacturer' s specifications and installation instructions. • • PART 2 - MATERIALS • • 2. 1 General : • Provide materials as manufactured by a generally recognized • manufacturer of products conforming to these specifications. • Manufacturers offering products in conformance with this specification include : SECTION 07240 PAGE 1 • • Section 07240 - Exterior Insulation and Finish System (cont' d) a. STD Industries, Inc. b. Dryvit Systems, Inc. c. Senergy, Inc. d. W. R. Bonsai Co. e. Eternit, Inc. 2. 2. Surface Primer : • Manufactuer' s standard solvent-based surface sealer and adhesion intermediary compatible with gypsum sheathing substrate. 2. 3 Adhesives : • • Manufacturer' s standard dispersion adhesive formulated from a noncementitious, ready-mixed acrylic copolymer that .is waterproof and • vapor permeable. 2. 4 Insulation Board : • • Expanded polystyrene (EPS Board) less than 25 flame spread, 1. 0 lbs. /cu. ft. average density; U of 0. 26 per inch; ASTM C578-85 Class A; thickness as indicated but in no case less than 3/4-inch. 2. 5 Base Coat : • Manufacturer' s standard noncementitious, glass fiber reinforced, - acrylic copolymer emulsion-based ground coat. • 2. 6 Fabric: Manufacturer' s standard reinforced glass fiber fabric and heavy duty type woven glass fiber mat for use in high traffic' areas. 2. 7 Finish Coat : • Manufacturer' s standard exterior grade ready-mixed, acrylic-based, fiber reinforced wall coating ; suitable for spray or trowel application; pebble texture finish; factory color tinted in color as selected from manufacturer' s standard palette. 2. 8 Accessories : • Provide manufacturer' s standard or otherwise compatible - accessory components such as reglets, expansion - joints, backer rods and . other • related items as required for a complete installation of the EIS system. • SECTION 07240 PAGE 2 Section: 07240 - Exterior Insulation and Finish System (cont' d) • • PART 3 - EXECUTION • 3. 1 General : • Apply EIS finish system in strict conformance with manufacturer' s recommendations paying particular. attention to moisture and temperature conditions. 3. 2 Installation : . Prepare substrate as required, including application of primer and/or other sealer bonding agents ; cure as required. Provide starter strips of reinforcing fiber mesh as required to seal bottom and exposed edges of EPS board. Apply adhesive to substrate or back of EPS board with • as recommended. Place EPS boards horizontally, staggering vertical • • joints. Interlock EPS boards at inside and outside corners. Apply , ; • .; firm pressure over entire surface of board to insure uniform contact with substrate. Butt all joints tightly to eliminate thermal breaks • and to provide smooth continuous surface for application of successive components. • Apply ground or base coat with spray or trowel in manner and thickness as required for intended installation. While ground coat is still wet imbed heavy duty reinforcing mat and feather seams and edges. Finished thickness of ground coat shall be such that reinforcing mat is fully imbedded. Allow this application to dry before applying reinforcing fiber mesh. • Apply second layer of ground or base coat and fully imbed standard reinforcing mesh in conformance with manufacturer ' s instructions. Allow to dry and cure and apply standard finish coat, by spraying, • rolling or troweling with clean stainless steel tools. Finish as required for pebble- like, even textured finish. • 3. 3 Touch-up and Repair : Touch-up or repair any surface blemishes in strict conformance to manufacturer' s instructions. Remove and replace any areas which • cannot be satisfactorily repaired. END OF SECTION 07240 - EIS • • SECTION 07240 PAGE 3 Lake George Cue Club • Route 9 Town of Queensbury, New York SECTION 07460 - VINYL and METAL SIDING PART 1 - GENERAL • 1. 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work j specified in this section. 1. 2 Quality Assurance : 1. 2. 1 Vinyl Siding : Provide Solid Rigid Polyvinyl Chloride components in compliance with ASTM D-3679-84. Provide installation of siding and siding accessories. by craftsmen skilled in the installation of the product. • 1 . 2. 2 Metal Siding: Provide metal siding and components conforming to the Metal Building Manufacturer' s Association (MBMA) "Design Practices" and "Code of • Standard Practice". Siding materials and components shall resist wind loading of 30 PSF. Siding panels shall carry manufacturer ' s 20-year warranty for factory applied finish on exterior wall panels against blistering, peeling, cracking, flaking, checking, chipping, color change exceeding 5 N. B. S. units (per ASTM D 2244) , and chalking exceeding a rating of 8 (per ASTM D 659) . • PART 2 - MATERIALS 2. 1 Vinyl Siding : Provide vinyl siding and matching siding accessories fabricated of solid vinyl without fillers, and with the following properties : a. Standard exposure, as indicated, smooth or woodgrain surface, factory notched to form integral overlapping Joint. b. Compound - Class 3. c. Warpage - 1/8" max. d. Heat Shrinkage - 3% max. e. Impact Resistance - 2. 20 ft. - lbs. / in. f . Coefficient of Linear Expansion - 3. 42x10-5 in/ in/ deg. F. g. Surface Distortion - None at 105 deg. F. • h. Industry standard thickness (0. 044-inches) Provide color as selected from manufacturer' s standard palette. • SECTION 07460 PAGE 1 Section 07460 - Vinyl and Metal Siding (cont' d) 2. 2 Vinyl Siding Accessories : • Provide all siding accessories, including but not limited to, starter strips, inside and outside corner posts, window and door casings, drip caps, and miscellaneous "F" and "J" channels. Provide accessories in matching or contrasting color as selected from manufacturer' s standard • palette. • 2. 3 Metal Siding : • 2. 3. 1 General : • • Provide siding sheets formed to general profile or configuration as shown. Provide flashings, . closers, fillers, expansion' joints, and other sheet metal accessories, factory formed of same material and finish as siding. Prefinish (coil coated) metal sheets to the greatest extent possible prior to forming and panel fabrication. 2. 3. 2 Siding Materials : Steel sheets either zinc-coated complying with ASTM A . 446, Grade C with G 90 coating, or aluminum-coated complying with ASTM A 463, Drawings Quality, with T1-40 coating. Metal thickness not less than 26 gauge. 1 • Fabricate panels of precision roll -formed metal sheet with overlapping side ribs. Provide exterior panel finish of "Korad" or equal acrylic finish, { factory bonded to metal base sheet. Provide interior panel finish of 1-mil polymer factory-bonded to base sheet. 2. 4 Fasteners : • Provide all related fasteners, including screws and anchoring devices • as recommended by the manufacturer of the siding products. • Provide fasteners which are compatible with the siding products, and are " hot-dipped galvanized, or made of aluminum or other nonaccredited metal . PART 3 - EXECUTION • 3. 1 Inspection: • ' The installer must examine substrate and conditions under . which siding• . i work is to be performed and 'must notify Contractor . of unsatisfactory conditions. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the installer . • SECTION 07460 PAGE 2 • • • Section 07460 - Vinyl and Metal Siding (cont' d) 3. 2 Installation: Install siding and accessories in conformance with manufacturer' s recommendations and instructions. Install level and true with individual panels in lengths as long as possible to minimize joints. Install vinyl siding with all fasteners concealed. Install metal siding with concealed or exposed fasteners. If fasteners are exposed, provide standard plastic or other no-corosive caps or plugs. 3. 3 Clean Up: Clean up the debris resulting from the work at the end of each day and leave work areas clean. Remove debris from site and dispose of it legally. Clean siding and accessories as required and in conformance withmanufacturer ' s recommendations, and leave ready for acceptance. END OF SECTION 07460 - VINYL and METAL SIDING i . A • i SECTION 07460 PAGE 3 Lake George Cue Club t. Route 9 Town of Queensbury, New York SECTION 07530 - ELASTOMERIC ROOFING PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditi.ons, . Supplementary Conditions and General Requirements apply to the work , specified in this section. 1 . 2 Quality Assurance : • . • 1. 2. 1 Manufacturer : • Provide roofing materials manufactured by a firm having no less than . five years of successful experience in producing the type of materials required. Provide all basic roofing materials manufactured by the same firm to the greatest extent possible. 4 1. 2. 2- Subcontractor : - Subcontract roofing work to a firm with no less than five years of successful experience in performing roofing work similar to that specified, and who is certified by the product manufacturer as a licensed or otherwise approved applicator. 1. 2. 3 UL Listing : Provide materials which have been tested and listed as "Class A" by • the UL for the application indicated. 1. 3 Submittals : • For information only, submit 3 copies of specifications, installation instructions, maintenance instructions, and general. recommendations by_ themanufacturer covering each material required for the roofing work., . 1 . 4 Warranty: • • j i 1. 4. 1 Manufacturer : Provide manufacturer' s standard warranty on roofing materials , I - extending to flashings and other integral products, guaranteeing the roofing materials against failure for a period of five (5) years • resulting from normal roof exposure. • f SECTION 07530 PAGE 1• - - • • • Section 07530 - Elastomeric Roofing (cont' d) 1. 4. 2 Installer : Provide installer' s standard warranty on roofing work guaranteeing the installation against defects in workmanship for a period of five (9) years. • 1 . 5 Product Handling: Deliver all roofing materials and components in manufacturer' s • standard unopened packages or containers and comply with • manufacturer' s instructions for storage and handling. Provide UL • Labels on packages and containers. PART 2 - MATERIALS • 2. 1 General : Provide all related materials and components as required for a complete loose laid, ballasted roofing installation. Provide materials produced by a nationally recognized manufacturer of EPDM .• elastomeric roofing products. Manufacturers which produce' products conforming to these specifications include : a. Carlisle Corporation. b. General Tire and Rubber Co. c. Goodyear Tire and Rubber Co. • d. Sarnafil , Inc. • 2. 2 EPDM Membrane: Neoprene synthetic rubber or other cured compounded elastomer having the following properties : a. Min. thickness - 45 mil . b. Tensile strength - 1300 psi c. Elongation at Break - 300% d. Brittleness Temperature - -40 deg. F (ASTM D-746) e. Tear Resistance - 125 lbs. /in. (ASTM D-624) f . Ozone Resistance - no cracks at 7 x magnification, 7days/100 pphm ozone/100 deg. F/50% elongation (ASTM D-1149) • g. Water Absorption - 1. 0% max (ASTM D-471 ) • • h. Resistance to Heat Aging - conforming to ASTM D-573 • • 2. 3 Ballast : Washed, rounded riverbed gravel ranging in size from 3/4-inch to 1-1/2-inch in diameter which will withstand weather exposure without significant deterioration and which is acceptable to EPDM membrane manufacturer. • SECTION 07530 PAGE 2 • Section 07530 - Elastomeric Roofing (cont' d) 2. 4 Roofing Accessories :. 2. 4. 1 Sheet Seaming System: Manufacturer' s standard materials for "plastic welding" of lapped joints to create seams of strength equal to EPDM sheet strength' and including edge sheet to cover exposed sheet edges and eliminate loose edges and fish mouths.. 2. 4. 2 Substrate Joint Treatment Materials and Bonding Adhesives : Types recommended by the EPDM sheet manufacturer compatible with specified roof insulation and EPDM sheet products. (} 2. 4. 3 Cant Strips and Flashing Accessories : Type recommended by the EPDM sheet manufacturer, provided at locations j and in configurations as indicated, and in locations recommended by the manufacture, if not indicated. Include adhesives, flashing ' cements, sealants and fasteners. PART 3 - EXECUTION • 3. 1 Substrate Preparation: Comply with EPDM sheet manufacturer' s instructions for the preparation of the substrate. Clean the substrate of dust, debris and other substances detrimental to the roofing work. Install cant strips, flashing accessories and other items as shown and as recommended by the EPDM sheet manufacturer. Fill voids, joints and rough areas of the substrate with elastomeric sealant or other underlayment compound recommended by the sheet manufacture. Form coves corners and at penetrations of the substrate. Reinforce joints in the substrate with glass fiber reinforced adhesive joint tape as recommended by the sheet manufacturer. 3. 2 Installation: Comply with the manufacturer' s instructions for the installation of the elastomeric roofing work, including seaming, self-flashing, reinforcement ( if any) and surfacing. Cut sheets to the maximum •size possible, in order to minimize seams and to accommodate contours of roof deck and proper drainage across the shingled laps of the sheets. Lap sheets and bond joints by the seaming system recommended by the manufacturer. Cover top edges of each sheet at seams with uniform fillet of special sealant. ' SECTION 07530 PAGE 3 Section 07530 - Elastomeric Roofing (cont' d) Bond EPDM membrane to vertical surfaces at edges of the membrane and to penetrations through the membrane. Bond or clamp the membrane into rain drainage work as indicated. Apply matching adhesive tape where. , recommended to reinforce the attachment. 3. 3 Aggregate Surface: Apply aggregate surface ballast course as recommended by the manufacturer, exercising extreme care to minimize the possibility of damage to the membrane. Apply a uniform course of aggregate amounting to 10 lbs. /sq. ft. Spread aggregate evenly over entire roof surface leaving a neat and uniform course at edges, roof drains and penetrations. 3. 4 Protection: The installer shall protect the roofing system during installation and for at least three days after completion from all trades not directly ; .. . under his supervision. Any damage to the roof system shall be repaired before acceptance of the system and the cost of said repairs will be borne by those responsible for such damages. 3. 5 Clean Up: The installer shall remove all masking, protection equipment, materials and debris from the site and storage areas and dispose of . same in a legal manner. Leave the completed roof system ready for acceptance. END OF SECTION 07530 - ELASTOMERIC ROOFING SECTION 07530 PAGE 4 • Lake George Cue Club . • Route 9 ; . Town of Queensbury, New York • I( SECTION 07600 - FLASHING & SHEETMETAL • • PART 1 - GENERAL 1 . 1 Related Documents : • • • The gen►er•al provisions of the Contract, including General Conditions, Supplementary Conditions and General requirements apply to 'the work specified in this section. 1 . 2 Quality Assurance: j • ASTM Listings : ASTM A526/A526M A526-85 Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process, •j Commercial Quality, Specification for • ASTM B209M B209M-86 Aluminum and Aluminum-Alloy Sheet and Plate (Metric) , Specification for • ASTM B32 B32-85 Solder Metal , Specification for ASTM C920 C920-79 Elas,tomer•ic Joint Sealants, Specification for PART 2 - MATERIALS • 2. 1 Aluminum: ' I Unless otherwise specified, sheet and strip aluminum shall be Alclad 3003, Alclad 3004, or Alclad 3005 conforming to ASTM B2Q9M, embossed finish, clad one side and specified temper. Minimum tensile strength • shall be 23, 000 psi . 2. 2 Fasteners : • Fasteners shall be the same metal or a metal compatible with the material joined. 2: 3 Solder Material : I• • Solder and flux shall meet the requirements of ASTM B32. Solder shall i. be SN50. • • SECTION 07600 PAGE 1 • Section 07600 - Flashing it Sheetmetal (cont' d) • 2. 4 Cements and Sealing Compounds : 2. 4. 1 Bituminous Plastic Cement : Bituminous plastic cement shall be an asphaltic-base material conforming to ASTM D2822, compatible with the roofing asphalts ' and asphalt primer. • H. 2. 4. 2 Sealing Compound. • Sealing Compound shall be gun grade, one- or two-component; nonsag, elastomeric, conforming to ASTM C920; the base material shall be polysulfide, resistant to 50-percent joint movement. Aluminum-seam sealant shall be as recommended by the aluminum • manufacturer. • i.- PART 3 - EXECUTION 3. 1 General : • • Sheetmetal work shall conform to drawing details and to the applicable plate number and design and installation recommendations of 'SMACNA. The finished sheetmetal installation shall be free from water leakage. Surfaces to receive sheetmetal-. work shall be clean, smooth, dry, and free from defects and projections which might affect the work. Surfaces shall be plumb and true to a tolerance of not more than 1/2 inch in 40 feet, with no dips, waves, or uneven surfaces exceeding 1/8 inch in 10 feet in any direction. Lines, arises, and angles shall be sharp and uniform. Exposed edges of sheetmetal shall be folded back to form a 1/2- inch-wide hem on the concealed side. 3. 2 Fastening Methods : Fasteners shall be concealed. Only one edge shall be nailed to permit freedom of expansion perpendicular to the line of nailing. Nails shall be spaced at not more than 3 inches on center. Nails shall penetrate backing by not less than 1 ..inch. Cleats shall be used for securing edges of sheetmetal members over 12- inches wide and at other designated locations. Cleats shall be fastened with two nails and the end folded over the nails. The other end of the cleat shall be locked into the seam or the folded edge of member being fastened. - Cleats shall be spaced at not more than 12 inches on center. Screws shall be fitted with neoprene or lead washers to protect surface of metal sheet and provide a watertight' connection. SECTION 07600 PAGE 2 • Section 07600 - Flashing & Sheetmetal (cont' d) I 3. 2. 1 Minimum Dimensions and Thicknesses : Materials shall be not less than the SMACNA minimum thicknesses and weights. 3. 3 Seams : Seams and lock joint construction shall conform to SMACNA. Seams shall be straight and uniform in height, width, and finish as follows : a. Flat- lock seams shall be not less than 3/4-inch wide. • b. Lap seams, when soldered, shall finish not less than 1-inch wide. c. Lap seams, not soldered, shall overlap not less than 3 inches. d. Loose- lock expansion seams shall be not less than 3-inches wide and shall provide for not less than a 1-inch movement within the joint. The joint shall be completely f. filled with the specified sealant applied at not less than 1/8- inch bed thickness. e. Flat seams shall be made in the direction of flow. Seams not soldered shall be completely filled with plastic cement. Joints and seams shall be soldered. Surfaces to be joined shall be cleaned, pretinned, heated, fluxed and sweat-soldered through the full contact area. Flux residue and foreign matter, shall be removed after soldering. 3. 4 Provisions for Expansion and Contraction: i Expansion-joint configuration shall conform to the drawing details and to SMACNA. Expansion joints in concrete walls shall conform to SMACNA, Plate 82, Figure B. Each member shall not exceed 10 feet in length and shall run continuously from the top of the footing to the top of the wall . Floor slab expansion joints shall conform to SMACNA, Plate 83. Joints shall be lapped 3/4 inch and soldered prior to installation in the concrete floor slab. • 3. 6 Dissimilar Metals : Dissimilar metals shall be isolated from each other by painting • with bituminous paint. 3. 7 Flashing Systems : 3. 7. 1 Reglets and Flashing Receivers : Reglets and flashing receivers shall conform to SMACNA. Masonry . joints or concrete shall be cut to form a saw-cut reglet. Slots shall be cut to a depth not less than 1-1/2 inches and • approximately 3/16- inch thick. SECTION 07600 PAGE 3 • Section 07600 - Flashing & Sheetmetal (cont' d) 3. 7. 2 Base Flashing : Metal base flashing shall be installed where the roof abuts vertical surfaces, in valleys, at ridges, and where the roof slope changes. Configuration shall conform to SMACNA. Flashing shall extend not less than 8 inches up vertical surfaces. • 3. 7. 3 Cap and Counter Flashing : Metal cap or counter flashing shall be installed at copings, at ' penetrations of roof surfaces and equipment supports. Configuration shall conform to SMACNA. Flashing shall be formed in 10-foot lengths , except where shorter pieces are required ; end • joints shall be lapped not less than 3 inches ; joints shall not be soldered. 3. 7. 4 Edge Strips : Edge trip strips shall have a formed drip edge. • 3. 7. 5 Flashing at Roof Penetrations and Equipment Supports : Metal flashing conforming to SMACNA shall be installed where • piping, conduit, or equipment supports penetrate roof surfaces. • Single-pipe vents shall be flashed with a two-piece formed-metal housing. of the specified sheetmetal , installed as indicated in SMACNA. 3. 9 Cleaning: Exposed sheetmetal work shall be cleaned at completion of installation. Grease and oil films ; handling, scratch, and • solder marks ; and steel wool , filing, and drilling debris shall be removed and the sheetmetal work scrubbed clean. END OF SECTION 07600 - FLASHING & SHEETMETAL • • SECTION 07600 PAGE 4 Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 07820 - SKYLIGHT • PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General requirements apply to the work specified in this section. 1 . 2 Shop Drawings : Submit shop drawings for the fabrication and installation of skylight unit as shown on drawings. Include plans, sections, and details at appropriate scale to adequately describe the intended components and assemblies. 1. 3 Job Conditions : Co-ordinate fabrication and installation of skylight with structural roof construction, roofing and flashing work, and other associated work, for proper installation. PART 2 - MATERIALS 2. 1 General : Provide custom fabricated double pitched profile skylight as shown, with all related components, assemblies and glazing. Provide fabricated assembly designed to withstand min. 50 PSF snow load, 35 PSF wind load, and corresponding uplift and dead load forces. 2. 2 Skylight Unit (Alternate No.. 1 ) Provide wood framed unit as manufactured by Solar Solutions, Inc. , Rutland, Vt. fabricated from manufacturer ' s standard components including wood frame, aluminum and neoprene glazing system, 1- inch . insulating glass, metal reinforcements, and all associated items.' 2. 3 Skylight Unit (Alternate No. 2) Provide and aluminum framed unit as manufactured by Bohem Manufacturing Co. , Inc. , Super Sky Products, Inc. , Fisher Skylights, Inc. or equal . Provide unit fabricated from manufacturer' s standard components including aluminum frame with integral condensation Section 07820 - Skylight (cont' d) control , aluminum and neoprene glazing system, 1-inch insulating glass, reinforcements, anchoring devices and all associated items. 2. 4 Roof Curb: Provide field fabricated or pre-fabricated mounting curb construction generally as indicated to adequately support skylight unit and properly flash roof opening. PART 3 - EXECUTION:" 3. 1 General : Co-ordinate work with application of roof insulation and roofing so as to provide flashings, and a fully integrated, watertight skylight installation. i. . The skylight shall be erected by personnel skilled and experienced in the installation of structural skylights. The work shall be done in accordance with applicable industry standards and approved shop draw- ings. 3. 2 Installation: Set framing members (wood or aluminum) in conformance with manufactur- er' s instructions and approved shop drawings. Accurately align and securely anchor to curb and related substrate construction. Install all flashings, reinforcements, and related components. Set glass units in appropriate glazing channels, apply glazing compounds, tapes, etc. as required and secure with closure or attachment strips. Provide all supplement caulking and sealants in conformance with manufacturer' s instructions. 3. 3 Cleaning : Upon completion of installation work, clean all skylight elements, including glass and leave ready for final inspection. END SECTION 07820 - SKYLIGHT • • • • • Lake George Cue Club • Route 9 Town of Queensbury, New York (I( • . SECTION 07920 - SEALANTS AND CAULKING • • PART 1 - GENERAL 1 . 1 Related Documents: The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. ' � 1 . 2 Description of Work: • The required applications of Sealants and Caulking include, but are not necessarily limited to the following general locations : • a. Flashing reglets and retainers. b. Coping members, bed and joints. c. Exterior wall joints. d. Interior wall joints . e. Isolation joints between structure and other elements. 1 . 3 Job Conditions : . • The installer must examine the joint surfaces, backing, and anchorage of units forming sealant rabbet, and the conditions under which the. sealant work is to be performed, and notify the Contractor in writing • of conditions detrimental to the proper and timely completion of the work and performance of the sealant. Do not proceed with installation of sealants under adverse weather conditions, or when temperatures are below or above manufacturer ' s recommended limitations for installation. • PART 2 - MATERIALS 2. 1 General : • 2. 1 . 1 Colors : • Wherever the compound is not exposed to view, provide manufacturer' s standard color which has the best overall performance characteristics for the application shown. Wherever the compound is exposed- to view, provide manufacturer' s standard colors as selected by the Architect ' from the manufacturer' s standard palette. • SECTION 07920 PAGE 1 Section 07920 - Sealants and Caulking (cont' d) 2. 1 . 2 Modulus of Elasticity: For joints subject to movement, either thermal expansion or dynamic movement, provide elastomeric sealants which have the lowest modulus of elasticity which is consistent with the exposure to abrasion or vandalism. For horizontal joints subject to traffic, provide sealants with high modulus of elasticity, as required to withstand indentation by thin heels. 2. 1. 3 Compatibility: Provide only materials which are known to be fully compatible with the actual installation condition as shown by the manufacturer' s published data or certification. 2. 2 Two-Component Polysulfide Sealant ( for Exterior Building Joints) : .. Polysulfide-based, 2-part elastomeric sealant, complying with FS- TT-S-00227, Class A, Type 2 (non-sag) , unless Type 1 (self- leveling) recommended by the manufacturer for the application shown. Provide compound bearing the "Thiokol Chemical Co. " seal of approval . Products offered by manufacturers to comply with the requirements include the following : - Flexiseal 200 Series ; DAP, Inc. - Novacalk 200 Series ; Novagard Corp. - Sonolastic 2-part ; Sonneborn/Contech, Inc. - Lasto-Meric; Tremco Mfg. Co. 2. 3 One-Component Polysulfide Sealant ( for Interior Building Joints ) : • Polysulfide-based, one-part elastomeric sealant, complying with FS TT-S-00230, Class A, Type II (non-sag ) , unless Type I (self- leveling) recommended recommended by the manufacturer for the application shown. Provide. compound bearing the "Thiokol Chemical Corp. " seal of approval . Products offered by manufacturers to comply with the requirements include the following : - Flexiseal 900 Series ; DAP, Inc. - Novacalk-600 ; Novagard Corp. - Sonolastic 1-part ; Sonneborn/Contech, Inc. - Thiocalk 1-part ; Steelcoat Mfg. Co. {' .. f 2. 4 Joint Cleaner : Provide the type of joint cleaner compound recommended by the sealant or caulking compound manufacturer for the joint surfaces to be cleaned. • SECTION 07920 PAGE 2 • Section 07920 - Sealants and Caulking Ccont' d) 2. 5 Joint Primer/Sealer : Provide the type of joint primer/sealer recommended by the sealant manufacturer for the joint surfaces to be primed or sealed. �. 2. 6 Sealant Backer Rod: Compressible rod stock, polyethylene foam, polyethylene jacketed polyurethane foam, butyl rubber foam, neoprene foam or other flexible, • _ permanent, durable, non-absorptive material as recommended for compatibility with sealant by the sealant manufacturer. Provide the size and shape of rod which will control the joint depth for sealant placement, break bond of sealant at bottom of joint, form optimum shape of sealant bead on back side, and provide a highly compressible backer to minimize the possibility of sealant extrusion when joint is compressed. ; . i� PART 3 - EXECUTION 3. 1 Joint Surface Preparation: Clean joint surfaces immediately before installation of sealant or calking compound. Remove dirt, insecure coatings, moisture and other substances which would interfere with bond of sealant or calking compound. For elastomeric sealants, do not proceed with installation of sealant over joint surfaces which have been painted, lacquered, waterproofed or treated with water repellent or other coating unless it can be proven that sealant bond will not be impaired. Etch concrete or masonry joint surfaces to remove excess alkalinity, unless sealant manufacturer' s printed instructions indicate that alkalinity does not interfere with sealant bond and performance. Etch with 5% solution of muratic acid ; neutralized with diluted ammonia solution, rinse thoroughly with water and allow to dry before sealant installation. 3. 2 Installation: Comply with sealant manufacturer' s printed instructions. Prime or seal the joint surfaces wherever shown or recommended by the sealant manufacturer. Do not allow primer/sealer to spill or migrate onto i adjoining surfaces. Apply sealants in uniform, continuous ribbons without gaps or air pockets, with. complete "wetting"of the joint bond surfaces equally on opposite sides . SECTION 07920 PAGE 3 • 1 N II • `-i Section 07920 - Sealants and Caulking (cont' d) InetalI eealants to depths as recommended by the sealant manufacturer, • � and as shown on drawings for each application required. Do not allow sealants or compounds to overflow or spill onto adjoining - surfaces, or to migrate into the voids of adjoining surfaces including rough textures. Use masking tape or other precautionary devices to prevent staining of adjoining surfaces, by either the primer/seal.er or . the sealant/caulking compound. Remove excess and spillage of compounds promptly as the work progresses. Clean the adjoining surfaces by whatever means may be necessary to eliminate evidence of spillage, without damage to the adjoining surfaces or finishes. 3. 3 Curing and Protection: • Cure sealants and caulking compounds in compliance with manufacturer' s ., instructions and recommendations, to obtain high early bond strength, • internal cohesive strength and surface durability. END OF SECTION 07920 - SEALANTS AND CALKING • • • • • • • • • • rl SECTION 07920 PAGE 4 • Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 08100 - HOLLOW METAL WORK PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1 . 2 Quality Assurance : Comply with the requirements of the Steel Door Institute "Recommended Specifications for Standard Steel Doors and Frames" (SDI -100) , and as herein specified. 1 . 3 Shop Drawings : Submit shop drawings showing application to this project, along with manufacturer ' s standard details and specifications for hollow metal work. 1 . 4 Manufacturer : Provide doors and frames from one manufacturer who is a recognized producer of hollow metal work, including but not limited to one of the following : a. American Welding and Mfg. Co. b. Ceco Corp. c. Republic Steel Corp. d. Steelcraft Mfg. Co. e. Virginia Metal Products. PART 2 - MATERIALS 2. 1 Doors and Frames : Steel doors and frames shall be hot-rolled, pickled and oiled per ASTM A-569 and A-568; cold rolled per ASTM A-366 and A-568. For exterior doors and frames, provide hollow metal work which is fabricated from galvanized material , conforming to ASTM A-526, with a minimum of 1 . 25 oz. coating per ASTM A-525. For exteriors doors, provide polyurethane core insulation and profile to receive minimum 1/2- inch insulating glass. SECTION 08100 PAGE 1 Section 08100 - Hollow Metal Work (cont' d) 2. 2 Anchors and Accessories : Manufacturer' s standard units for the type and location of installation shown. 2. 3 Fabrication: Fabricate Doors and Frames in conformance with SDI -100. Provide two (2) silencers on strike jambs of frames. Fabricate units to be rigid, neat in appearance, and free from defects, warp and buckle. Weld exposed joints continuously, grind, dress, and make smooth, flush and • invisible. Metallic filler to conceal manufacturing defects is not acceptable. Prepare hollow metal units. to receive mortised and concealed finish hardware, including cutouts, reinforcing, drilling and tapping complying with ANSI A-115 "Specifications for Door and Frame • Preparation". Reinforce units to receive surface-applied finish hardware to be field applied. Locate finish hardware per NBHA "Recommended Locations for Builder' s Hardware". i Shop paint all hollow metal units, including galvanized surfaces, whether concealed or exposed in the finished work, using manufacturer' s standard rust- inhibitive primer. j • PART 3 - EXECUTION 3. 1 Installation: Install hollow metal units in accordance with manufacturer' s instructions and final shop drawings. Fit doors to frames and floors with clearances specified in SDI -100. Set frames accurately in position, plumbed, aligned and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces .and spreaders leaving surfaces smooth and undamaged. • 3. 2 Adjust and Clean: Check and readjust operation of doors prior to final acceptance. Remove and replace defective work, including doors or frames which are warped, bowed or otherwise damaged. Immediately after erection, sand smooth any rusted or damaged areas of prime coat and apply touch-up of compatible air-drying primer. _ END OF SECTION 08100 - HOLLOW METAL WORK SECTION 08100 PAGE 2 } Lake George Cue Club Route 9 Town of Queensbury, New York . SECTION 08400 - ALUMINUM ENTRANCES AND STOREFRONT PART 1 - GENERAL 1. 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1 . 2 Quality Assurance: Comply with the recommendations of the "Entrance Manual " by NAAMM. 1 . 3 Submittals : Submit manufacturer' s published details, specifications and instructions for entrance doors and storefront glazing system, including shop drawings showing fabrication of components and I. requirements for installation in project. { \,_,/ PART 2 - MATERIALS 2. 1 Entrance Units: Provide Kawneer " Insulcast 260" door system, or approved equal ; manufacturer' s standard frame and profile to accept 1-inch insulating glass. Provide all units in manufacturer' s standard "bronze" anodized aluminum finish. Provide manufacturer' s hardware and trim as follows : a. Integral aluminum threshold and weatherstripping. b. Integral top and bottom offset pivots. c. Integral threshold mounted floor closers. d. Manufacturer' s Model No. "CP" push bars and Model No. "CO-9" pulls. 2. 2 Storefront Glazing System: 2. 2. 1 Entrance Sidelight and Transom: • Provide Kawneer "Tri-Fab 451" framing system, or approved equal . Manufacturer' s standard nominal 2-inch by 4-inch profile to accept ' 1-inch insulating glass. Manufacturer' s standard "bronze" anodized aluminum finish. • SECTION 08400 PAGE 1 Section 08400 - Aluminum Entrances & Storefront 2. 2. 2 Fixed Glazing System: ' 4 Provide Kawneer "Tri-Fab 451" framing system, or approved equal . (: Manufacturer' s standard nominal 2-inch by 4-inch profile to accept 1- inch insulating glass. Manufacturer' s standard "bronze" anodized aluminum finish. 2. 3 Accessories : Provide manufacturer' s standard accessory components including all clips, anchorage devices, shims and related components for a complete and weather tight installation. . i PART 3 - EXECUTION 3. 1 General : ;.. Co-ordinate installation of aluminum entrances and storefront systems with other trades including metal framing, interior and exterior finishes. Pay particular attention to exterior trim and sill details. 3. 2 Installation: Install units in conformance with manufacturer' s instructions and approved shop drawings. Set all units plumb, level , accurately aligned and securely anchored. Install in profiles and sizes as indicated and in conformance with shop drawings. Refer to Section 08810 Glass and Glazing for types of glass units required. Seal perimeter with appropriate joint sealant as specified in Section 07920. Adjust and lubricate doors and hardware for proper operation. Clean surfaces and finishes in conformance with manufacturer' s recommendations and leave ready for final acceptance. 3. 3 Protection: Protect installed units from damage or deterioration until final acceptance. Repair or replace damaged or defective units or components. END OF SECTION 08400 - ALUMINUM ENTRANCES AND STOREFRONT • SECTION 08400 PAGE 2 Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 08520 - ALUMINUM SLIDING WINDOWS PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work • specified in this section. 1 . 2 Quality Assurance: Provide aluminum window units complying with applicable requirements of ANSI A134. 1 . Provide aluminum window units with full thermal break, and achieving required "U" values in conformance with applicable portions of the NYS Energy Conservation Code. PART 2 - MATERIALS 2. 1 Window Units : Provide horizontal sliding style aluminum units of the type and size shown and scheduled. Provide "Series 2000" units as manufactured by Norandex, Inc. or equal , with the following characteristics : a. Full polyurethane thermal break in frame and sash. b. Sash fully weatherstripped with polypropylene center fin. c. Operable sash locks automatically in closed position. d. Pre-glazed with insulating glass having min. 1/2" air space. e. Full interior storm panel . f. Fiberglass insect screen for operable sash, with spring loaded retaining pins. g. Rigid vinyl sill track. h. Plated steel rollers on movable sash. i . Interlocking meeting rail . j . Manufacturer' s standard brown or bronze baked-on finish on all aluminum components. • • PART 3 - EXECUTION 3. 1 General : Co-ordinate installation of aluminum windows with other trades including metal framing, interior and exterior finishes. Posy particular attention to exterior trim and sill details. • SECTION 08520 PAGE 1 0 _ a fFa . � t Section 08520 - Aluminum Sliding Windows (cont' d) 3. 2 Installation: Install window units in conformance with manufacturer ' s printed instructions and recommendations. Install units plumb and true, shimming as required in rough openings. Anchor to exterior framing as indicated and as recommended by. manufacturer to provide a tight, weather sealed fit. Protect glazing from damage by marking with tape or other means to make glass visible. Replace broken or damaged glass • j units. Install storm panels and insect screens as recommended by manu- facturer. Adjust and lubricate operating units as required. for smooth side-to-side action. Clean all glass in and out prior to final acceptance. END OF SECTION 08520 - ALUMINUM SLIDING WINDOWS ' ' I . i SECTION 08520 PAGE 2 r . • • Lake George Cue Club • Route 9 • Town of Queensbury, New York SECTION 08710 - FINISH HARDWARE PART 1 - GENERAL • 1 . 1 Related Documents : • The general provisions of the Contract, including General Conditions, • Supplementary Conditions and General Requirements apply to the work specified in this section. . • 1. 2 Description of Work: • Furnish and install all finished hardware for each door as required for the type and operation of the door. Furnish hardware templates to • hollow metal door and frame manufacturer as required. 1 . 3 Quality Assurance: • • . To the greatest extent possible, obtain each kind of . hardware item from only one manufacturer. Provide hardware for fire-rated openings • in compliance with NFPA Standard No. 80, and listed by UL for the • types and sizes of• doors required. ' I 1. 4 Submittals : Submit final hardware schedule organized in "sets", to indicate • • specifically the product to be furnished for each item required on each door . j PART 2 -MATERIALS 2. 1 General : Manufacturers and model numbers used herein are to establish minimum level of quality and desired profile or type of product for reference purposes. Manufacturers offering .products equal to those specified, as determined by the Architect, will be considered acceptable. Provide all items in stainless steel , US 32D satin finish unless otherwise noted. Provide "Master" key system for all cylinders ; co-ordinate keying requirements with Owner' s representative • • SECTION 08710 PAGE 1 Section 08710 - Finish Hardware (cont' d) 2. 2 Hardware Products : The following hardware list is a guide as to the hardware to be supplied for this project : a. Butt Hinges : Stanley, FBB199, 4-1/2" x 4-1/2", full mortise, throughout. b. Locksets/Latchsets : Sargent, 8 Line, OB Design. c. Deadbolts : Sargent, heavy duty, mortised, with cylinder on exterior and thumb turn on interior. d. Panic Devices : Sargent, 8500 Series, rim mounted. e. Closers : Sargent, 150 Series. f . Push Plates : Burns Manufacturing, Inc. , #54RC. g. Pulls : Burns Manufacturing, Inc. , #36B. h. Wall Bumpers : Ives - 400 Series, as required for type of wall surface. Gray rubber bumper. i . Silencers : Gray rubber. i j. Miscellaneous : All miscellaneous accessories including strike plates, bolts, reinforcings and related items for a complete installation of hardware for each door. 2. 3 Hardware Schedule: a. Door No. 1 - Cylinder and Deadbolt b. Doors No. 3, 4, and 5: - 1-1/2 pair butts - Panic device/cylinder - Closer - Silencers c. Doors No. 6 and 7: - 1-1/2 pair butts - Closer - Push Plate - Pull - Wall bumper - Silencers d. Doors No. 8, 9, and 13: - 1-1/2 pair butts - Lockset - Silencers - Wall bumper e. Doors No. 10, 11, and 12: • - 1-1/2 pair butts - Lockset - Closer - Silencers - Wall bumper (door no. 10) • SECTION 08710 PAGE 2 e i } Section 08710 - Finish Hardware (cont' d) • I f. Door No. 14: - 1-1/2 pair butts - Bathroom passage set - Silencers - Wall bumper PART 3 - EXECUTION 3. 1 Installation: Mount hardware at heights recommended by •NBHA. Install each hardware item in compliance with the manufacturer' s instructions, and recommendations. Adjust and check each operating item of hardware to insure proper operation. Replace units which cannot be adjusted to operate freely and smoothly. Return to the job site for final check and adjustment of hardware units necessary prior to final acceptance by the Architect. END OF SECTION 08710 - FINISH HARDWARE } } SECTION 08710 PAGE 3 Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 08810 - Glass and Glazing PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work • specified in this section. 1 . 2 Description of Work: The required applications of pp glass and glazing include, but are not limited to: a. Glazing exterior window wall panels. b. Glazing exterior aluminum entrances, including sidelights and • transoms. � ' .. c. Wall mirrors each toilet room. 1. 3 Quality Assurance: Safety Glass : Comply with ANSI Z97. 1, with label on each piece. '—} 1 . 4 Manufacturer : One of the following, or equal : a. ASG Industries, Inc. b. C-E Glass Div. c. Ford Glass Div. d. Libby-Owens-Ford Co. e. PPG Industries, Inc. 1 . 5 Job Conditions : The Glazier must examine the conditions under which the glazing is to be performed, and notify the Construction Manager and Architect in writing of any conditions detrimental to the proper and timely completion of the work. Do not proceed with installation of liquid sealants under adverse weather conditions, or when temperatures are below or above manufacturer' s recommended limitations for installation. U I SECTION 08810 PAGE 1 f Section 08810 - Glass and Glazing (cont' d) PART 2 - MATERIALS 2. 1 Clear, Tempered, Insulating (Exterior Glass) : Units fabricated of 2 sheets of 1/4" plate or float glass (FS DD-G-451 , Type I ) , heat strengthened as specified above, permanently and hermetically seal together at edges with spacers, sealant and metal protective edge binding to' provide a dehydrated air space 1/2" thick. 2. 2 Glazing Accessories : a. Neoprene Glazing Gaskets : Molded or extruded neoprene gaskets of the profile and hardness required for water-tight construction; comply with ASTM D 2000, black. b. Glazing Tape: Closed cell, flexible, self-adhesive, non-extruding, polyvinyl chloride foam tape ; recommended by manufacturer for exterior , exposed, water-tight installation of glass with only_ nominal pressure in the glazing channel ; comply with ASTM D 1667. c. Setting Blocks : 70-90 durometer hardness, with proven compatibility with sealants used. • . d. Spacers : Neoprene, 40-50 durometer hardness, with proven • compatibility with sealants' used. '' ' e. Cleaners, Primer and Sealers : Type recommended by sealant or • gasket manufacturer . 2. 3 Mirror Glass : FS DD-G-451, Type I , Class 1 , Quality q2, 1/4" thick, with silver coating, copper protective coating and non-metallic paint coating. PART 3 - EXECUTION ' I 3. 1 General : Protect glass from edge damage at all times during handling and installation. Comply with recommendations of glass manufacturer, sealant manufacturer and frame manufacturer. Comply with "Glazing Manual " by Flat Glass Marketing Association. • 3. 2 Installation: • Clean the glazing channel , or other framing members to receive the • glass, immediately before glazing. Remove coatings which are not firmly bonded to the substrate. Remove lacquer from metal surfaces wherever elastomeric sealants are used. Apply primer or sealer to . joint surfaces wherever recommended by sealant manufacturer. • SECTION 08810 PAGE 2 Section 08810 - Glass and Glazing (cont' d) Install setting blocks of proper size at quarter points of sill rabbet. Provide spacers inside and out, and of proper size and spacing, for all glass sizes larger than 50 united inches, except where gaskets are used for glazing. Do not attempt to cut, seam, nip or abrade glass which is tempered, heat strengthened or coated. Force sealants into channel to eliminate voids and to ensure complete ",wetting" or bond of sealant to glass and channel surfaces. Clean and trim excess glazing materials from the glass and stops or frames promptly after installation, and eliminate stains and discolorations. Gasket Glazing: Miter cut and bond ends together at corners where . gaskets are used for glazing, so that gaskets will not pull away from corners and result in voids or leaks in the glazing system. 3. 3 Mirror Installation: Install mirrors in each Toilet Room where shown. Securely anchor to . partition construction with a combination of "J" clips at the bottom of each mirror and adhesive as recommended by the mirror manufacturer. . 3. 4 Cure, Protection and Cleaning : Protect exterior glass from breakage immediately upon installation by use of standard methods of marking glass and making it visible. Remove and replace glass which is broken, chipped, cracked, abraded or damaged in other ways during the construction period, including natural causes, accidents and vandalism. Maintain glass in a reasonably clean condition during construction, so that it will not be damaged by corrosive action and will not contribute (by wash-off ) to the deterioration of glazing materials and other work. Wash and polish glass on both faces not more than 4 days prior to Owner' s acceptance of the work in each area. • END OF SECTION 08810 - GLASS AND GLAZING ' 1 SECTION 08810 PAGE 3 Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 09250 - GYPSUM DRYWALL SYSTEMS PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work • specified in this section. 1 . 2 Quality Assurance : 1 . 2. 1 Industry Standard: Comply with applicable requirements of GA-216, "Application and Finishing of Gypsum Board" by the Gypsum Association, except where • more detailed or more stringent requirements are indicated including the recommendations of the manufacturer. 1. 2. 2 Allowable Tolerances : 1/6" offsets between planes of board faces, and 1/4" in 8' -0" for plumb, level , warp and bow. 1. 3 Manufacturer : Obtain gypsum boards, trim accessories, adhesives and joint treatment products from a single manufacturer , or from manufacturers recommended by the prime manufacturer of gypsum boards. 1 . 4 Job Conditions : Installer must examine the substrates and the spaces to receive gypsum drywall , and the conditions under which gypsum drywall is to be installed. Do not proceed with the installation until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. Maintain ambient temperatures at not less than 55 degrees F. , or the period of 24 hours before drywall finishing, during installation and until compounds are dry. PART 2 - MATERIALS 2. 1 General : - To the extent not otherwise indicated, comply with Gypsum Association Specification GA-203 " Installation of Screw-Type Steel Framing Members to Receive Gypsumboard" (as specified and recommended) for metal system supporting gypsum drywall work. SECTION 09250 PAGE 1 • Section 09250 - Gypsum Drywall Systems (cont' d) 2. 2 Studs Systems : 2. 2. 1 Studs : ASTM C 645 ; 25 gauge x depth as noted. �. 2. 2. 2 Runners : Match studs ; type recommended by stud manufacturer for floor and ceiling support of studs, and for vertical abutment of dry- wall work at other work. 2. 2. 3 Stud System Accessories : Provide stud manufacturer' s standard clips, shoes, ties, -I reinforcements, fasteners and other accessories as needed for a complete stud system. 2. 3 Furring Members : _ r ASTM C 645; 25 gauge, hat-shaped ; Fasteners : Type and size recommended by furring manufacturer for the substrate and application indicated. 2. 4 Gypsum Board : Regular type with tapered long edges ; Edge profile: special rounded or beveled edge; Sheet size : Maximum length available which will minimize end joints ; Thickness as noted on drawings. Provide Water-Resistant (WR) Type for walls in Toilet Rooms. 2. 5 Trim Accessories : Manufacturer' s standard galvanized steel beaded units with flanges for concealment in joint compound, including corner beads, edge trim and control joints. 2. 6 Joint Treatment Materials : ASTM C 475; type recommended by manufacturer for the application indicated ; Joint Tape : perforated type ; Joint Compound: provide chemical -hardening-type for bedding and filling, ready-mixed vinyl -type or non-casein-type for topping. 2. 7 Miscellaneous Materials : Provide auxiliary materials for gypsum drywall work of the type and graded recommended by the manufacturer of the gypsum board. SECTION 09250 PAGE 2 Section 09250 - Gypsum Drywall Systems (cont' d) ' J i 2. 8 Gypsum Board Fasteners : Comply with GA-216. } PART 3 -- EXECUTION 3. 1 Metal Support Systems : To the extent not otherwise indicated, comply with GA-203, and manufacturer' s instructions. Furnish inserts, hanger clips, and similar devices to other trades for installation in advance of time needed for co-ordination with other work. Isolate stud system from transfer of structural loading to system. Provide slip or cushioned type joints to attain lateral support and avoid axial loading. Install runner tracks at floors, ceiling and structural walls and columns where gypsum dyrwall stud system abutts other work. Extend partition stud system through acoustical ceilings and elsewhere as indicated to the structural support or substrate above the ceiling, except where noted to terminate at ceiling. Space studs 16" O. C. , except as otherwise indicated. Install additional jamb studs at door frames as indicated, but not less than 2 studs at each jamb. Space jack studs over door frames at same spacing as partition studs. Space wall furring members 16" O. C. , except as otherwise indicated. Screw furring members to structural support where possible; otherwise wire-tie or clip as recommended by manufacturer. i Install supplementary framing, runners, furring, blocking and bracing at openings and terminations in the work, and at locations required to . j support fixtures, ( including grab bars at Toilet Rooms, and wall mounted woodwork) equipment, services, heavy trim, furnishings and similar work which cannot be adequately supported directly on gypsum board alone. 3. 2 Gypsum Board Installation: Install wallboards in lengths and directions which will minimize number of end joints. Screw fasten gypsum boards to metal studs and furring channels in accordance with GA-216 and manufacturer' s recommendations, except as otherwise indicated. • ..i SECTION 09250 PAGE 3 Section 09250 - Gypsum Drywall Systems (cont' d) I' 3. 3 Drywall Trim Installation: Where feasible, use the same fasteners to anchor trim accessory flanges as required to fasten gypsum board to the supports. Otherwise, fasten flanges by nailing or stapling in accordance with manufacturer' s instructions and recommendations. Install metal corner beads at external corners of drywall work. Install metal edge trim whenever edge of gypsum board would otherwise be exposed or semi-exposed. 3. 4 Drywall Finishing : Apply treatment at gypsum board joints (both directions) , flanges of trim accessories, penetrations, fastener heads. surface defects and elsewhere as required to prepare work for decoration. Prefill open joints and rounded of beveled edges, using type compound recommended �. by manufacturer. Apply joint tape at joints between gypsum boards, except where a trim accessory is indicated. Apply joint compound in three (3) coats, and sand between last two (2) coats and after last ' . coat. 3. 5 Protection of Work : Protect completed drywall work from damage and deterioration by other trades, and leave ready to receive finishes as specified in other sections. END OF SECTION 09250 - GYPSUM DRYWALL SYSTEMS SECTION 09250 PAGE 4 • Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 09300 - Ceramic Tile Work • PART 1 - GENERAL 1 . 1 Related Documents : { The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. { 1 . 2 Quality Assurance: Material and installation standards of the Tile Council of America (TCA) and ANSI A 137. 1 apply to the work specified in this section. Provide materials obtained from only one source for each type of tile and color to minimize variations in appearance and quality. 1. 3 Product Delivery, Storage and Handling: Deliver materials and store on the site in original containers with labels intact until time of use, in accordance with manufacturer' s directions. 1. 4 Job Conditions : Installer must examine the substrate ;and the ; conditions under which tile is to be installed, and notify the Construction Manager and Architect in writing of any conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the installer. PART 2 -MATERIALS 2. 1 Quarry Tile: Comply with ANSI A 137. 1 , Standard Grade, square-edged, nominal 6"x6" size, color as selected from manufacture' s standard palette. Tile showing uneven distribution are not acceptable. Trim Shapes: As required for complete installation, of same material , size, color and finish as field tile. SECTION 09300 PAGE 1 Section 09300 - Ceramic Tile Work (cont' d) 2. 2 Ceramic Tile: 2. 2. 1 Glazed Wall Tile : Standard Grade, cushion edge, matte glaze finish, nominal 8x8 size, f�f color as selected from manufacturer' s standard palette. 2. 2. 2 Unglazed Floor Tile : Standard Grade, vitreous units with water absorption not exceeding 3%, • square edge, nominal 8x8 size, color as selected from manufacturer' s standard palette. 2. 2. 3 Trim and Special Shapes : Rounded external corners, and trim shapes at head, jamb and sills of openings, of same material and finish as glazed wall tile, and as follows : • a. Base: Sanitary cove units. b. Trim at Top of Wainscots : Surface bullnose or bullnose cap. c. External Corners : Bullnose shapes, with an inside radius of not less than 3/4". d. Internal Corners : Field butted square, except use square corner, combination angle and stretcher type cap. 2. 3 Mortar Standard: ANSI A 108. 3; Dry-set Mortar (for floor tile) , pre-sanded Portland cement and additives, ANSI A 118. 1 . Organic Adhesive ( for wall tile) ; ANSI A 136. 1, with recommended primer-sealer. 2. 4 Grout: Commercial Cement Grout ( for use on floors) : A proprietary compound of Portland cement and additives, factory-blended to decrease shrinkage and increase moisture resistance. Latex Grout (for use on walls) : A proprietary compound of portland cement with latex additive for a more flexible and less permeable grout. 2. 5 Metal Edge Strips : Zinc alloy or stainless steel , 1/8" wide at top edge with integral . provisions for anchorage to mortar bed or substrate. SECTION 09300 PAGE 2 Section 09300 - Ceramic Tile Work (cont' d) PART 3 - EXECUTION 3. 1 General : Comply with ANSI Standard installation specifications A 108. 3, A 108. 5 and A 108. 6 and the Tile Council of America "Handbook for Ceramic Tile Installation", except as otherwise shown or specified. Provide minimum temperature limits and installation practices as recommended by mortar and grout materials manufacturers. • Extend tile work into recesses and under equipment and fixtures to • form a complete covering without interruptions, except as otherwise shown. Terminate work neatly at obstructions, edges and corners ' without disruption of pattern or joint alignments. Neutralize and seal substrate in accordance with mortar manufacturer' s instructions, where required. 3. 2 Setting Beds : Provide setting beds as required for each type tile shown, and as specified. Use dry-set portland cement mortar setting bed on flat concrete floors. Use organic adhesive setting bed on smooth, water-resistant gypsum board. . i 3. 3 Jointing Pattern: Unless otherwise shown, lay tile on grid pattern. Align joints when adjoining tiles on floor, base and trim are the same size. Layout tile work and center tile fields both directions in each space. Provide uniform joint widths, with only minor adjusting to minimize tile cutting. 3. 4 Grouting : Use commercial cement grout for grouting joints of floor tile. Apply grout in conformance with manufacturer' s instructions. Fill joints fully, strike flush with finish floor surface and tool as recommended for the type of floor tile .being installed. Use latex grout for grouting joints of wall tile. Apply grout in conformance with manufacturer' s instructions. Fill joints fully and tool to match cushion edge of tile. SECTION 09300 PAGE 3 30278 Section 09300 - Ceramic Tile Work (cont' d) 3. 5 Expansion and Control Joints : Provide expansion and control joints where shown, or if not shown as recommended in the TCA "Handbook for Ceramic Tile Installation". Install removable divider strips of the same depths as the finished . tile system, including setting bed. Remove strips after grouting and curing operations. Sealants are specified in Section 07920. 3. 6 Metal Edge Strips : Provide where exposed edge of tile flooring is to meet carpet, or other resilient floor covering. 3. 7 Cleaning : Upon completion of setting and grouting, clean tile installation as recommended by TCA and manufacturers of proprietary materials. Tile may be cleaned with acid solutions only when permitted by the tile and grout manufacturer' s printed instructions, but not sooner than 10 days after installation. Protect all metal surfaces, cast iron and vitreous plumbing fixtures from effects of acid cleaning. Before and after cleaning, flush with clean water. Leave finished installation clean and free of cracked, chipped, broken, unbonded, or otherwise defective tile. Remove and replace all defective tile work. 3. 8 Protection: Protect installed tile work with Kraft Paper or other heavy covering during the construction period to prevent damage and wear. END OF SECTION 09300 - CERAMIC TILE WORK SECTION 09300 PAGE 4 Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 09510 - ACOUSTICAL CEILINGS PART 1 - GENERAL 1. 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1 . 2 Quality Assurance : Comply with ASTM C 635, performance requirements for suspension systems. Comply with AIMA Bulletin acoustic unit performance data as published by Acoustical and Insulating Materials Association. PART 2 - MATERIALS 2. 1 Grid Suspension System: Intermediate-duty structural classification, standard 2x4 pattern, standard white painted finish on all exposed runners. Angle type wall moldings, to match exposed runners. 2. 2 Acoustic Panels : Flame spread rating of 25 or less ; square edge panels, 24" x 48", not less than 5/8" thick. Provide "Designer Minaboard", by Armstrong, or equal . PART 3 - EXECUTION 3. 1. Job Conditions : Comply with recommendations of AIMA Bulletin and acoustic unit manufacturer' s recommendations. 3. 2 Installation: Balance borders using full size acoustic units, or where cutting is required use not less than 1/2 unit width wherever possible. Install suspension system in accordance with manufacturer' s instructions and the recommendations of Article 2, " Installation of Components" for ASTM C 636. Section 09510 - Acoustical Ceilings (cont' d) Provide moldings where ceilings meet walls, partitions and other vertical elements. Lay acoustical panels in suspension system as required, taking care not to damage edges nor soil exposed faces. Neatly cut and scribe panels around projections and fit to grid leaving no gaps or open spaces. Neatly cut and fit for protrusions through the panels, including recessed lighting, and HVAC grilles. END OF SECTION 09510 - ACOUSTICAL CEILINGS • Lake George Cue Club' Route 9 Town of Queensbury, New York SECTION 09650 - RESILIENT FLOORING PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1 . 2 Quality Assurance : Wherever possible, provide resilient flooring and accessories produced by a single manufacturer. 1. 3 Samples : Submit 2 sets of samples of resilient floor and accessory materials from manufacturer' s standard palette. Final color and pattern selection will be made from samples. 1 . 4 Replacement Material : Provide one box of replacement tile for each 50 boxes, or fraction thereof, installed. Furnish replacement materials from the same manufactured lot as the materials installed. 1..5 Job Conditions: Continuously heat areas to receive flooring to 70 degrees F. for at r least 48 hours prior to installation, when job conditions are such that heating is required. Maintain 70 degree F. temperature continuously during and after installation as recommended by flooring manufacturer, but for not less than 48 hours. PART 2 - MATERIALS 2. 1 Tile Flooring: Vinyl Composition Tile (V. C. T. ) , FS SS-T-312, Type III ; 12" x12" size ; manufacturer' s standard gage for color and pattern selected. 2. 2 Resilient Base : Vinyl Base, FS SS-W-40, Type III ; 4" high ; 1/8" gage; with matching stops and preformed corner units. SECTION 09560 PAGE 1 Section 09650 - Resilient Flooring (cont' d) 2. 3 Resilient Edge Strips : Homogeneous vinyl or rubber composition, 1/8" thick, 1" wide, tapered or bullnose edge, color to match flooring. 2. 4 Adhesives : As recommended by manufacturer for type of tile, base and substrate. 2. 5 Concrete Slab Primer : Non-staining type as recommended by flooring manufacturer. PART 3 - EXECUTION 3. 1 Preparation: Prior to laying flooring, broom clean or vacuum surfaces to be covered and inspect subfloor. Start of flooring installation indicates acceptance of subfloor conditions and full responsibility for completed work. Use leveling compound as recommended by flooring manufacturer for filling small cracks and depressions in subfloors. Apply concrete slab primer, if recommended by flooring manufacturer, ( prior to application of adhesive. Apply in compliance with manufacturer' s directions. 3. 2 Installation: Install flooring after finishing operations, including painting, have been completed. Place flooring with adhesive cement in strict compliance with manufacturer' s recommendations. Butt tightly to vertical surfaces, thresholds, nosings and edgings. Scribe around obstructions and to produce neat joints, laid tight, even, and straight. Extend flooring into toe spaces, door reveals, and similar openings. Tightly cement flooring to sub-base without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks, or other surface imperfections. Lay tile from center marks established with principal walls, discounting minor offsets, so that tile at opposite edges of the room are of equal width. Adjust as necessary to avoid use of cut widths less than 1/2 tile at room perimeters. Match tiles for color and pattern by using tile from cartons in same sequence as manufactured and packaged. Apply resilient base to walls, columns, pilasters, casework and other permanent fixtures in rooms or areas where base is required. Provide resilient base in all rooms finished vinyl tile and carpet. Install base in as long lengths as practicable, with SECTION 09560 PAGE 2 Section 09650 - Resilient Flooring (cont' d) i ' `- preformed corner units, or fabricated from base materials with mitered or coped inside corners. Place resilient edge strips tightly butted to flooring and secure with adhesive. Install edging strips at all unprotected edges of flooring. 3. 3 Cleaning and Protection: Remove any excess adhesive or other surface blemishes, using neutral type cleaners as recommended by flooring manufacturer. Protect installed flooring from damage by covering. After completion of ' project and just prior to final inspection of work, thoroughly clean floors and accessories. Apply wax and buff , with type of wax, number of coats and buffing procedures in compliance with flooring manufacturer' s instructions. . I END OF SECTION 09650 - RESILIENT FLOORING • • - .. 1. - i SECTION 09560 PAGE 3 Lake George Cue Club Route 9 Town of. Queensbury, New York j SECTION 09680 - CARPETING PART 1 - GENERAL 1. 1 Related Documents: .The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1 . 2 Quality Assurance : Finish carpet material will be selected by Owner based on allowance as described below. Provide ancillary or accessory carpet materials or components which are of "first quality", of American manufacture, and suitable for the installation intended. No "second" or imperfect materials_ will be accepted. 1 . 3 Job Conditions : Installer is responsible for examining substrate conditions prior to ' beginning installation work, and advise contractor of any conditions . ^ detrimental to the proper installation of carpeting. Do not proceed with installation until improper conditions are satisfactorily corrected. PART 2 - MATERIALS 2. 1 Carpeting: Carpet will be selected by the Owner from standard products available. Allow the sum of Twenty-five dollars ( $25. 00) per square yard for carpet material , delivered to job site. Carpeting will be paid for on the basis of actual carpet installed, plus standard industry allowance for waste, trim and selvage. 2. 2 Carpet Cushion: Rubber cushion conforming to FS ZZ-C-00811, Type I , Class 1, 1/4-inch thick. 2. 3 Accessories : 2. 3. 1 Seam Cement: "Adherence" by Viking or equal . SECTION 09680 PAGE 1 Section 09680 - Carpet (cont' d) 2. 3. 2 Tackless Carpet Stripping : Manufacturer' s standard, water-resistent plywood stripping, with angular pins protruding from the top, designed to grip and hold stretched carpet from below the edges. Provide stripping with 2 rows of pins for carpeting width less than 20 ft. 2. 3. 3 Carpet Edge Guard : Manufacturer' s standard bend-down type, of formed or extruded aluminum carpet edge guard stripping. Form units with concealed teeth to grip the carpet from below, holes for nailing to the substrate, and tapered smooth safety top bar to be bent down over the carpet to secure it in the stripping. Provide mill or anodized finish. 2. 3. 4 Miscellaneous Materials : Provide the types of seaming tape, thread, nails, adhesives, and other accessory items recommended by the carpet manufacturer. PART 3 - EXECUTION 3. 1 Installation: Thoroughly clean all surfaces to receive carpet. Remove all dust, dirt, debris, and any other foreign matter. Smooth or repair uneven areas of substrate with floor filler, and/or joint tapes as required to assure no "read through" of substrate imperfections, and as recommended by carpet manufacturer. Run all carpet in the same direction in each room. Lay with a minimum number of seams. Use a minimum number of carpet sections. Stretch carpet drum tight in length and breadth directions with mechanical stretchers. Tape and sew seams. Seams perpendicular to openings are not acceptable. Seams occurring parallel to and in door openings must be centered under door when it is in its closed position. Install all carpet to fit tightly, wall to wall , or to the edge of adjacent floor finish. Extend carpet under open-bottomed and raised bottom obstructions, and under removable flanges of obstructions. Extend carpet into closets and alcoves of rooms indicated to be carpeted. Install carpet edge guard at every location where edge of carpet is exposed to traffic. Th SECTION 09680 PAGE 2 Section 09680 - Carpet (cont' d) 3. 2 Protection and Cleaning: Protect installed carpet from damage by use of heavy kraft paper or other covering. Clean carpeting as recommended by the manufacturer. Remove and replace carpeting that cannot be satisfactorily cleaned. Remove all loose threads with sharp scissors. Vacuum thoroughly leaving carpet clean and ready for occupancy. END OF SECTION 09680 - CARPETING SECTION 09680 PAGE 3 1 Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 09900 - PAINTING PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1. 2 Description of Work: The term "painting" as used herein refers to the application of surface coatings including opaque, transparent, and semi-transparent materials. The extent of painting work includes the surfaces specified herein: a. Exterior : - All exposed ferrous metal components, not factory pre-finished. - Do not paint factory pre-finished surfaces, including aluminum window finish, prefinished siding products, and prefinished roofing components. - All exposed wood trim surfaces. b. Interior : - All exposed wood surfaces which are not factory pre-finished. - All exposed gypsum board surfaces. - All exposed ferrous metal surfaces which are not factory pre-finished, including all exposed structural metal and underside of roof deck as indicated in "Billiard Room" portion of the building. 1 . 3 Delivery and Storage : Deliver materials to the job site in new, original , and unopened containers bearing manufacturer' s name, trade name, and label analysis. Materials not bearing manufacturer' s label will NOT be acceptable. Store in accordance with manufacturer' s instructions. 1. 4 Protection: Protect work of other trades. Correct any painting related damages by cleaning, repairing or replacing, and refinishing as required. 1. 5 Colors : Colors will be selected from manufacturer' s standard palette. • SECTION 09900 PAGE 1 • '0276 Section 09900 - Painting (cont' d) PART 2 - MATERIALS • • 2. 1 Products : Proprietary names are used herein to designate types of materials and finishes, and are not intended to imply that products of the manufacturer are required to the exclusion of products of other manufacturers which are equal in every way. • 2. 2 Paint Schedules : 2. 2. 1 Exterior Metal Surfaces : - One ( 1 ) coat Benjamin Moore rust inhibitive primer, unless surface is satisfactorily shop primed. - Two (2) coats Benjamin Moore " Iron Clad Retardo" paint. 2. 2.2 Exterior Wood Trim: • - One ( 1 ) coat Benjamin Moore "Moorwhite Primer". ' - Two (2) coats Benjamin Moore, "MoorGard" Latex House Paint. 2. 2. 3 Interior Wood Surfaces (Painted Finish) : - One ( 1 ) coat Benjamin Moore Latex Enamel Underbody. - Two (2) coats Benjamin Moore "Regal Aqualvelvet". '\___/' 2. 2.. 4 Interior Wood Surfaces (Transparent Finish) : - One ( 1 ) coat Benjamin Moore "Benwood Paste Wood Filler". - One ( 1 ) Benjamin Moore "Benwood Urethane Finish", low lustre. 2. 2. 5 Interior Metal Surfaces : • - One ( 1 ) coat Benjamin Moore rust inhibitive primer, unless surface is satisfactorily shop primed. - Two (2) coats Benjamin Moore " Iron Clad Retardo" paint. 2. 2. 6 Interior Gypsum Board Surfaces : - One ( 1 ) coat Benjamin Moore "Latex Quick Dry Prime Seal ". - Two (2) coats Benjamin Moore "Regal Wall Satin". PART, 3 - EXECUTION • 3. 1 Surface Preparation: Perform preparation and cleaning procedures in strict accordance with coating manufacturer' s instructions for each substrate condition. Remove hardware and accessories, machined surfaces, plates, lighting ' fixtures and similar items in place and not to be finish painted, or provide surface-applied protection. Re- install removed items. • SECTION 09900 PAGE 2 Section 09900 - Painting (cont' d) - 3. 2 Material Preparation: Mix, prepare, and store painting and finishing materials in accordance with manufacturer' s directions. - 3. 3 Application: Apply painting and finishing materials in accordance with the manufacturer' s directions. Use applicators and techniques best suited for the material and the surface to which it is applied. Apply additional coats when undercoats, stains, or other conditions show through final paint coats, until paint film is of uniform finish, color and appearance. Finish all doors on tops, bottoms, and edges same as face surfaces. 3. 4 Completed Work: Provide "Wet Paint" signs as required to protect newly painted finishes. Remove temporary protective wrappings provided by others ;,.. for protection of their work, after completion of painting operations. Remove from the project all discarded paint materials, rubbish, cans and rags, and legally dispose of same. Remove, refinish or repaint work not in compliance with specified requirements. END OF SECTION 09900 - PAINTING SECTION 09900 PAGE 3 Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 09950 - WALL COVERINGS • PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1 . 2 Samples: Submit samples of vinyl wallcovering for color and pattern selection. Architect' s review of samples will be for design, color, texture, and pattern only. Compliance with all other requirements of this specification is the exclusive responsibility of the Contractor. 1. 3 Delivery and Storage : Deliver materials to the project site in original packages or containers clearly labeled to identify manufacturer, brand name, quality or grade, and fire hazard classification. Store materials in original , undamaged packages or containers. Do not store vinyl wallcovering fabric in an upright position. Maintain temperatures in storage area at not less than 65 deg. F for at least 24 hours before installation. 1 . 4 Job Conditions : Maintain a constant minimum temperature of 70 deg. F. in areas of installation for at least 48 hours before, during, and 48 hours after the application of materials. PART 2 - MATERIALS • 2. 1 Fire Hazard Classification: Provide materials bearing the UL Label and marking, indicating the fire hazard classification of the wallcovering, as determined by ASTM E 84. Provide materials complying with the following fire hazard classifications : a. Flame spread not more than 25. b. Fuel contributed not more than 15. c. Smoke developed not more than 25. SECTION 09950 PAGE 1 , I • • Section 09950 _ Wall Coverings (cont' d) { 2. 2 Vinyl Wallcovering : i Comply with FS CCC-W-.408 for the type and class required. Provide Class 2 mildew-resistant backing. Comply with the requirements of . ASTM D 1308 for determining stain resistance Provide heavy duty wall. covering; Type III ; total weight not less than • 22 oz. per sq. yd. with minimum vinyl coating ( less fabric) of 12 oz. • per sq.. yd. In addition to ASTM D 1308 staining agents, provide material which is stain-resistant to asphalt, ball point pen ink, lipstick, crayon, and merthiolate. Manufacturers offering products to comply with the requirements include the .following : a. L. F. Carpenter and Co. b. B. F. Goodrich. • c. Stauffer Chemical Co. d. General Tire and Rubber Co. 2. 3 Adhesive: Manufacturer' s recommended adhesive, primer and sealer, manufactured ' expressly for use with the selected vinyl wallcovering. Provide materials which are mildew-resistant and nonstaining to the • • j wallcovering. Provide manufacturer' s strippable-type adhesive for use with vinyl wallcovering applied over gypsum drywall . j . PART 3 - EXECUTION 3. 1 Inspection: Installer must examine the areas and conditions under which vinyl wallcovering is to be installed. Notify the Construction Manager and the Architect in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable • to the Installer. Install specified materials only when normal temperature and humidity ' conditions approximate the interior conditions that will exist when the building is occupied. 3. 2 Preparation: 11 Remove vinyl wallcovering materials from its packaging and allow to . • acclimatize to the area of installation 24 hours before application. • ::j SECTION 09950 PAGE 2 • • • Section 09950 - Wall Coverings (cont' d) Prime and seal substrates in accordance with the vinyl wallcovering manufacturer' s recommendations for 'the type of substrate material to be covered. 3. 3 Installation: Place wallcovering panels consecutively in the order they are cut from rolls, including filling of spaces above or below openings as required. Hang by reversing alternate strips except on match patterns. Apply adhesive to back of wallcovering and place in accordance with the manufacturer' s instructions. Install seams • vertically and plumb, and at least 6" away from any corner ; horizontal seams will not be permitted. Place wallcovering continuously over internal and external corners. Overlap seams and double-cut to assure tight closure. Roll , brush, or use a broad knife to remove air bubbles, wrinkles, blisters and other defects. Remove switchplates, wall plates, and surface-mounted fixtures, and cut wallcovering evenly to the edges of the outlet box or support. Trim selvages as required to assure color uniformity and pattern match at seams. Remove excess adhesive along finished seams using warm water and a clean sponge, and wipe dry. Install vinyl wallcovering with an intimate substrate bond, smooth, clean, without wrinkles, bubbles, gaps or overlaps. END OF SECTION 09950 - WALL COVERINGS SECTION 09950 PAGE 3 } Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 10150 - TOILET PARTITIONS PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1 . 2 Quality Assurance : When possible, take field measurements prior to preparation of shop drawings and fabrication to ensure proper fit of work. Furnish , inserts and anchoring devices which must be built into other work ( if any) , for the installation of toilet partitions and related work. Provide manufacturer' s minimum 10 year warranty on materials and components. 1. 3 Submittals : Submit two (2) copies of manufacturer' s data, including technical information on materials, fabrication, and installation. Include catalog cuts of hardware, anchors, fastenings, accessories and color chart of manufacturer' s standard colors. Submit shop drawings for the fabrication and erection of toilet partition assemblies. Show all anchorage and accessory items. PART 2 - MATERIALS 2. 1 Panels, Doors, Pilasters and Wall Screens : Fabricate from high density solid polyethelene plastic which is non-absorbent, waterproof , with a self- lubricating surface resistant to graffiti . Plastic color shall extend through entire thickness of material . Doors, panels, and wall screens shall be a minimum o-f 1-inch thickness. Pilasters shall be a minimum of 1-1/4-inch thickness. Color will be selected from manufacturer' s standard pallette. 2. 2 Headrail : Anti-grip design, fabricated from extruded anodized aluminum, or 20 gauge stainless steel . SECTION 10150 PAGE 1 is Section 10150 - Toilet Partitions (cont' d) 2. 3 Pilaster Shoes : ASTM A 167, Type 302/304 stainless steel ; height 3-inches ; thickness I not less than 20 gauge; finish to match hardware. 2. 4 Stirrup Brackets : ' I Manufacturer' s standard design for attaching panels to walls, pilasters, and/or each other ; chromium plated non-ferrous cast alloy • to match hardware finish. 2. 5 Hardware and Accessories : Manufacturer' s standard design, heavy duty operating hardware and accessories, fabricated from non-ferrous cast alloy with polished chrome finish. Provide hinges which are adjustable to hold door open at any angle up to 90 deg. ; latch and keeper with combination rubber-faced door strike and keeper designed for easy emergency access ; door pull of manufacturer' s standard profile and finish meeting applicable ANSI standards for use by the physically handicapped. 2. 6 Anchorages and Fasteners : Heavy duty exposed fasteners of stainless steel , or brass, finished to match hardware. Provide theft-resistant (one-way) type heads and nuts for exposed fasteners and anchorages. Provide hot-dip galvanized, cadmium-plated, or rust-resistant protective coated steel for concealed anchors. 2. 7 Manufacturers : Manufacturers offering products to comply with the requirements for toilet partitions include the following: a. Knickerbocker Partition Corp. b. Fashion, Inc. , Subsidiary of Kldde, Inc. c. Ampco Products, Inc. d. Santana Products Co. PART 3 - EXECUTION 3. 1 Fabrication: I' Provide toilet partitions and wall screens in arrangement as show on drawings. Provide floor mounted pilasters, panels attached to pilasters and building walls, and pattern of in-swinging and/or out-swinging doors as shown. Pre-drill and reinforce as necessary, or SECTION 10150 PAGE 2 • Section 10150 - Toilet Partitions (cont' d ) otherwise prepare required panels for attachment of toilet accessories in locations as shown and in accord with approved shop drawings. 3. 2 Installation: Install all toilet partition work rigid, straight, plumb and level . Provide industry standard clearances between pilasters, panels and walls. • Provide sound, secure, heavy duty anchorages throughout. Attach wall mounted screens with heavy duty concealed anchoring devices, as recommended by manufacturer to suit the supporting wall construction. Adjust and lubricate hardware for proper operation after installation. 3. 3 Cleaning and Protection: Clean exposed surfaces of partitions, hardware, fittings and accessories, and touch-up minor scratches or other finish imperfections using materials and methods recommended by the manufacturer. Protect units so that there will be no indication of use or damage at the time of acceptance. Replace damaged units which cannot be satisfactorily field repaired as directed by the Architect. END OF SECTION 10150 - TOILET PARTITIONS • • a , SECTION 10150 PAGE 3 Lake George Cue Club Route 9 • Town of Queensbury, New York SECTION 10800 - TOILET ACCESSORIES PART 1 - GENERAL 1. 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1 . 2 Description of Work: The extent of each type of toilet accessory is shown on the drawings, and includes the following: a. Paper towel dispensers with waste receptacle. b. Toilet tissue dispensers. c. Soap dispensers. d. Grab bars in Handicapped Accessible Stalls. e. Residential grade Bathroom Set in room No. 107 "Bath". 1. 3 Quality Assurance : Furnish inserts and anchoring devices which must be built into the building construction for the installation of toilet accessories. Co-ordinate delivery with other work to avoid delay. Provide products of the same manufacturer for each type of accessory unit and for units exposed in the same areas, unless otherwise indicated. Provide locks where indicated, with the same keying for each type of accessory unit in the project. Furnish two (2) keys for each lock. 1 . 4 Manufacturers: Manufacturers offering products to comply with the requirements for toilet accessories include the following: a. Accessory Specialties, Inc. b. American Dispenser Co. , Inc. c. Bobrick Washroom Equipment, Inc. d. The Charles Parker Co. e. Watrus, Inc. 1 . 5 Submittals: Submit two (2) copies of manufacturer ' s technical data and installation instructions for each accessory. Provide setting drawings, templates, instructions and directions forinstallation of anchorage devices in other work. SECTION 10800 PAGE 1 Section 10800 - Toilet Accessories (cont' d) PART 2 - MATERIALS 2. 1 General : 2. 1. 1 Stainless Steel : AISI , Type 302/304, with polished No. 4 finish, unless otherwise indicated. 2. 1. 2 Galvanized Steel Mounting Devices : ASTM A 386, hot-dip galvanized after fabrication. 2. 2 Accessory Units : The following proprietary name and model numbers are provided as reference to designate type, quality and finish of accessory units required. Proprietary names used are NOT intended to imply that products of the manufacturer are required to the exclusion of equivalent products of other manufacturers. Reference manufacturer : Bobrick Washroom Equipment, Inc. a. Paper towel dispensers : B-3949, surface mounted, with 12 gal . waste container ; one ( 1 ) each Toilet Room. b. Toilet tissue dispensers : B-288, surface mounted, multi-roll ; one ( 1) each toilet compartment, both Toilet Rooms. c. Soap dispensers : B-116, surface mounted, liquid soap; one ( 1 ) over each lavatory, both Toilet Rooms. d. Grab bars : B-603 series, 1-1/2- inch dia. , exposed mounting, lengths and locations as shown on drawings ; one ( 1 ) set of bars each handicapped accessible toilet compartment, both Toilet Rooms. e.. Provide residential grade accessory package including roll toilet tissue holder, soap dish, and min. 18- inch long towel bar in Room No. 107 "Bath". PART 3 - EXECUTION 3. 1 Installation: Use concealed fasteners wherever possible. Provide anchors, bolts and other necessary anchorages, and attach accessories securely to walls and partitions in locations as shown or directed. /Th SECTION 10800 PAGE 2 7 Section 10800 - Toilet Accessories (cont' d) Where concealed mounting and fasteners are used, provide items fabricated of the same material as the accessory, or of galvanized steel , as recommended by the manufacturer . Where exposed mounting devices and fasteners are used, provide item finished to match the accessory. Provide theft-resistant fasteners for all accessory mountings. Secure toilet room accessories in accordance with the manufacturer' s instructions for each item and each type of substrate construction. END OF SECTION 10800 - TOILET ACCESSORIES SECTION 10800 PAGE 3 1 Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 15100 - PLUMBING WORK PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. 1. 2 Description of Work : The scope of the work under this section, without limiting the generality thereof , consists of furnishing all labor, materials, equipment, power, tools and rigging except as otherwise specified and performing all work as necessary to fully complete the plumbing work shown on the drawings and as specified herein. ' I The Plumbing Work includes, but is not necessarily limited to the following : a. A complete sanitary drainage system within the building, connecting to all fixtures and pieces of equipment requiring drainage. b. A connection of the sanitary system from the building to a grinder pump as part of a sanitary septic system. The septic system is specified separately. c. Complete cold and hot water systems within the building connecting to all fixtures and pieces of equipment requiring hot and/or cold water. d. Water service connection from well including all piping, valves, storage tank and related components. Well and pump to be provided by others. e. All plumbing fixtures, trim, and accessories, complete with all necessary piping connections as specified. f. A complete system of gas piping within the building, connections to fixtures requiring gas and service connection to • utility company gas main. g. Insulation of systems specified to be insulated. h. All extra core drilling and sleeving as may be required to install work. i . Flashing of roof vents. (Co-ordinate with work of Section 07500 Roofing) . Electrical connection to the various pieces of plumbing equipment is specified in Section 16100 Electric Systems. SECTION 15100 PAGE 1 Section 15100 - Plumbing Work (cont' d) 1 . 3 Submittals : Submit shop drawings and manufacturer ' s data of the following : a. Fixtures, trim and accessories. b. Valves. c. Insulation. d. Domestic hot water heater. 1 . 4 Intent : It is the intent of the drawings and the specifications to show and specify a complete system of plumbing. Due to the small scale and schematic nature of the drawings, it is not possible to indicate all offsets, fittings, valves, etc. , which may be required to complete the work. The Plumbing Contractor shall study the drawings showing the structural and finished design of the building and shall furnish and install all fittings, etc. to fully complete the plumbing work. 1 . 5 Laws, Ordinances and Permits : All plumbing work shall be installed in accordance with the State of New York Plumbing Code, applicable plumbing ordinances of the Town of Queensbury, New York and regulations of other governing authorities having jurisdiction. The above Plumbing Ordinances and Laws shall be considered as minimum requirements for the plumbing installation. Where the specifications call for work to be done in excess of the above requirements, the specifications shall be followed. The Plumbing Contractor shall file for, and pay for all required notices, permits, etc. , to applicable regulatory agencies. 1. 6 Quality Assurance: All work shall be performed by skilled and qualified workman who can present credentials showing experience in their respective trades. The Plumbing Contractor shall use only new materials, free from defects and of good quality. He shall take care to ensure that all materials, including fixtures, are delivered to the site when required so as to carry out the work in the most effective manner. Deliver all fixtures and trim to the site in original , unopened cartons, bearing the manufacturer' s name and/or trade name, and model numbers of approved items. All plumbing systems shall be delivered to the Owner , complete and in perfect working order, tested and balanced in full accordance with the plans and specifications. 1 . 7 Plumbing Systems Tests : { All systems shall be tested by the Plumbing Contractor in the presence of the Owner' s on-site representative after completion of SECTION 15100 PAGE 2 • Section 15100 - Plumbing Work (cont' d ) "coughing- in" , and before concealing any section from view. Furnish labor , tools and all materials for testing, including all pumps, compressors and instruments, and do all tests as described herein. Test pressures shall be held for at least the minimum time periods specified, or long enough thereafter to prove the system tight. No piping shall be insulated until it has been pressure tested and proven tight. Each new system shall be pressure tested. Wherever testing indicates leaks, the leaks shall be repaired, or failed components replaced as required, at the Plumbing Contractor' s expense, and the test shall be reprocessed until the system is proven tight. All soap tested joints shall be washed clean after testing, and test water shall be properly drawn off. • 1. 7. 1 Sanitary System Tests : All soil , waste and vent piping within the building, including portions to be buried, shall have openings plugged and the piping system shall be filled with water to the level of the top of the vent pipe and allowed to stand a minimum of 60 minutes, or as long thereafter as it takes for a complete inspection. If the lines prove tight, the water shall be drawn off and the fixtures connected. All joints on all underground lines to be tested shall be left uncovered for full inspection during tests. Any appreciable drop in the water level at the top of the stack, indicating a leak, shall be thoroughly investigated, and repaired before any backfilling is done. 1. 7. 2 Water System Tests : Water piping shall be tested to a hydrostatic pressure of one-hundred- twenty-five ( 125) pounds per square inch and proven at this pressure. Test procedures shall be held for at least seven (7) hours minimum, or as long thereafter as is required to make the complete test. Water piping to be concealed by structural work or put in grade shall be tested to the above pressure and proven tight before pipes are concealed or buried. 1 . 7. 3 Gas Piping Tests : All gas piping shall be pressure tested. Test pressure shall be 1-1/2 times maximum working pressure, but in no case less than 50 psig. Do not test until every joint has set and cooled at least 8 hours at temperatures above 50 deg. F. Test system gas-tight in conformance with ANSI B31 . 2 or ANSI B31. 8. Use clean, dry air or inert gas for testing. Make tests on entire system or on sections that can be isolated by valves. After pressurization, isolate entire piping system from all sources of air. during test period. SECTION 15100 PAGE 3 { Section 15100 - Plumbing Work (cont' d) Maintain test pressure for at least 8 hours between times of first and last reading of pressure and temperature. There shall be no reduction in the applied test pressure other than that due to a change in ambient temperature. Repair leaking joints and repeat test until no reduction in pressure occurs. After pressure tests, and/or before testing a gas contaminated line, purge lines with nitrogen at junction with main line to remove all air or gas. Clear completed line by attaching a test pilot fixture at capped stub- in line at building location and let gas flow until pilot ignites. All procedures shall conform with. ANSI B31. 2 and ANSI B31 . 8. CAUTION: Failure to purge may result in explosion within line when air-to-gas is at correct mixture. 1. 8 Sleeves, Hangers, Inserts and Fixture Supports : Pipe sleeves, pipe hangers and fixture supports for all piping shall be furnished and set by the Plumbing Contractor . The Plumbing Contractor shall be responsible for their proper and permanent location. 1. 9 Excavation and Backfill : The Plumbing Contractor shall be responsible for excavation and backfill work related to the installation of plumbing work. Perform all related excavation and backfill work as specified in Section 02200 Earthwork. PART 2 - MATERIALS 2. 1 Piping Materials : 2. 1 . 1 Sanitary Piping Below Ground (Building to Grinder Pump) : Extra heavy cast iron bell and plain end soil pipe and fittings, coated, conforming to latest standards. Piping shall have all connections made with neoprene compression gasket fittings, of same manufacturer as piping, acceptable for piping buried in earth. 2. 1 . 2 Sanitary Piping Below Ground (Within Building) : ASTM A-74 service weight cast iron, coated. Fittings shall be service weight type with neoprene gasket of same manufacturer as piping, acceptable for piping buried in earth, or at contractor' s option PVC conforming to ASTM D2665 with matching fittings. SECTION 15100 PAGE 4 Section 15100 - Plumbing Work (cont' d) 2. 1 . 3 Sanitary and Vent Piping Above Ground: Service weight cast iron conforming to ASTM CO-564, no-hub, coated with fittings of cast iron no-hub pattern with neoprene gasket and stainless steel clamp assembly. 2. 1 . 4 Water Piping Below Ground : Type "K" soft temper copper tubing, with wrought solder type copper fittings. Clean and polish outer surface of tube and inner surface of • fittings, as recommended by manufacturer of solder-type fittings. Use 95/5 tin/antimony solder. ` 2. 1. 5 Water Piping Above Ground: Type "L" copper tubing, hard drawn with wrought copper or cast bronze solder type fittings. Clean and polish outer surface of tube and inner surface of fittings, as recommended by manufacturer of solder-type fittings. Use 95/5 tin/antimony solder. 2. 1 . 6 Gas Piping : Black steel per ASTM A-53 or ASTM A-120, schedule 40, threaded ends for sizes 2-inches and smaller, with black malleable iron threaded fittings and unions conforming to ANSI B16. 3. 2. 1 . 7 Gas Equipment Connectors : Flexible connectors, ANSI Z21 . 45 2. 2 Valves : 2. 2. 1 Gate Valves : Bronze, solid wedge disc, rising stem, 200 swp, solder ends, screwed bonnet. 2. 2. 2 Globe Valves : Bronze, renewable composition disc, union bonnet, rising stem, 150 swp, screwed ends. 2. 2. 3 Non-Freeze Hose Bibb: Anti-siphon frost proof sill cock. 2. 2. 4 Gas Valves : Bronze body plug valve per ANSI B16. 33, straightway, taper plug, regular pattern with a port opening at least equal to the internal SECTION 15100 PAGE 5 Section 15100 - Plumbing Work (cont' d) pipe size area or round port full bore pattern, non- lubricated, teflon packing, flat or square head stem with lever operation, 125 psig WOG rating, threaded ends. 2. 2. 5 Gas Pressure Regulator : As provided and installed by Niagara Mohawk Power Corporation. 2. 3 Pipe Supports, Hangers and Inserts : Anchors, guides, sway braces and supports ; designed in accordance with Section 6 of ANSI Code B31 . 1 latest revision. Design to support weight of pipe, fluid therein and covering thereon. 2. 4 Insulation: Furnish and install pipe covering and insulation on all cold and hot water piping except branch supply piping immediately at fixtures. Provide 3/8-inch thick insulation on cold and hot water piping, equal to Armstrong Armaflex #22. Provide mitered or molded insulation components for valves. All insulation installed shall pass through all walls and ceilings continuously. Insulating materials as described above, or approved equal materials shall meet Fire and Smoke Hazard Classification ratings on a COMPOSITE basis in accordance with NFPA 255 and UL 723. 2. 5 Floor Drains : Provide floor drains as manufactured by J. R. Smith, Zurn, Josam Co. , or approved equal , in the size and locations as indicated. 2. 6 Cleanouts : Cleanouts shall be iron body with heavy brass plug and raised nut for cast iron pipe or PVC with countersunk plugs for plastic pipe. Cleanouts occurring under finish floor on buried piping shall be brought flush with finish floor. 2. 7 Plumbing Fixtures and Trim: • The number and arrangement of plumbing fixtures are shown on the . drawings. The plate numbers and manufacturer' s name given below are proprietary, and are used for the purpose of establishing size, grade and trim of fixtures. Products of other nationally recognized manufacturers which are equal to those listed are also acceptable. SECTION 15100 PAGE 6 . Section 15100 - Plumbing Work (cont' d) �-J I 2. 7. 1 Fixture Schedule: } a. Water Closets (Handicapped) : Kohler K-3528-B, Highline Water Guard, vitreous china, with K-4527-A vitreous china tank; manufacturer' s standard accessories ; toilet seat - "Lustra" open front, less cover, elongated with check hinge, Model No. K-4870-C, White. b. Water Closets (Non-handicapped) : Kohler K-3504-B, Wellworth 14, vitreous china, with K-4527-A vitreous china tank; manufacturer' s standard accessories ; toilet seat - "Lustra" open front, less cover, round front, with check hinge, Model No. K-4680-C, White. c. Urinals : Kohler K-4980-T, Bardon Water Guard, vitreous china with 3/4" top spud inlet, 2" outlet, wall hangers and behive strainer. Faucet valve - Provide adapted spring action, self-closing valve with 4 prong handle. d. Lavatories : Kohler nominal 20"x17" oval , vitreous china, self-rimming counter top units with Triton II Water-Guard series faucets with vandal proof aerator, drain with perforated strainer. Provide manufacturer' s standard " lever" type faucet handles for lavatories in Toilet Rooms and Delta, or equal , washerless single lever faucet for lavatory in Bathroom (Room No. 107) . e. Food Bar Sink: Elkay, or equal , 18 gauge, type 302 stainless steel , self-rimming, single bowl , nominal 22"x30" ; Delta, model 3579 HDF faucet with wrist-blade handles and goose-neck spout. f . Pot Sink : To be furnished by others, installed by this contractor. g. Shower Unit : Aquaglas, nominal 36x48, fiberglass shower unit with Delta model 621, single handle mixing valve and matching showerhead. h. Mop Basin: Mustee, model 66, pre-molded basin unit, with manufacturer' s standard drain assembly and wall mounted faucet assembly with wall brace and pail hook. 2. 8 Shock Arrestors : Provide at the end each hot and cold water fixture branch and as recommended by the fixture manufacturer ; provide units conforming to Plumbing and Drainate Institute Standards PDI -WH2O1 . 2. 9 Vacuum Breakers : Provide in accordance with the requirements of the New York State Department of Health. 2. 10 Domestic Hot Water Heater : Bradford-White Model M- I -100-71 , or equal , commercial grade, natural gas fired, energy-saver water heater ; 100 gal . capacity, recovery rate min. 50 GPH to 140 deg. F. Provide all required fittings and accessories. SECTION 15100 PAGE 7 • Section 15100 - Plumbing Work (cont' d) PART 3 - EXECUTION 3. 1 General : Install all work in strict accordance with applicable codes and ordinances Perform all work with tradesmen skilled in the work required. 3. 2 Piping Installation: Install all above ground piping as closely as possible to walls and ceiling, consistent with proper space allowances for covering and removal of pipes. Underground piping should be installed to avoid undercutting footings. Plumbing Contractor note the invert elevations of underground sanitary. drains with respect to the finish floor elevations, and run his piping to these inverts or elevations as closely as possible. Pitch sanitary lines a minimum of 1/4" per foot wherever possible. Run all piping approximately as shown on drawings, and avoid conflicts where required. Support work rigidly and evenly spaced ; arranged without sags, pockets or low spots. Install piping such that access or removal of valves and other equipment will not be hindered or obstructed. Offset piping and change elevation as required to co-ordinate with all other trades. Keep piping free from scale and dirt ; protect open pipe ends whenever work is suspended during construction; use temporary plugs, burlap or other approved material for protection. Do not route piping over switchboards, panel boards or other electrical equipment. Support overhead piping by means of approved hangers and supports ; maintain required grading and pitching of lines, prevent vibration; secure piping in place. Arrange to provide for expansion and contraction. Grade horizontal water supply piping as uniform slope for 1/4" in 10 ft. minimum, to low points for purpose of emptying piping of water when needed. • Install shock arrestors as required and/or recommended by fixture manufacturers. Make all piping connections to equipment with unions which are suitable for the type of system it serves. Install valves, and accessories so as to allow for proper operation and maintenance. 3. 3 Fixture Installation: Install all fixtures in accordance with manufacturer' s instructions. Provide proper support and connect all fixtures and equipment complete SECTION 15100 PAGE 8 Section 15100 - Plumbing Work (cont' d) with all trimmings, fittings, etc. as indicated or specified. All surfaces of plumbing fixtures coming in contact with walls or floors shall be reasonably flat. Fill void spaces between fixtures and the floors or wall with white, permanent plastic, "silicone". Provide the following minimum supply pipe sizes to fixtures unless the drawings indicate larger sizes : Lavatories & Sinks 1/2" CW, 1/2" HW Water Closets & Urinals 1/2" CW Shower Unit 1/2" CW, 1/2" HW The size of drain piping from fixtures shall be no smaller than the outlet size of the fixture trap, and as follows unless otherwise noted : Water Closets 4" Lavatory, Sink 1-1/2" Shower Unit 2" Mop Basin 2" Floor Drains 2" Provide all piping for Food Service .equipment, installed by others, including indirect waste and/or vacuum breakers in conformance with the requirements of the New York State Department of Health. 3. 4 Cleaning and Adjusting : At the completion of the work, all fixtures, equipment, apparatus and exposed trim for same, included in this section, shall be cleaned, and where required, polished ready for use. Faucet washers which have been damaged during construction shall be replaced. Drains and traps shall be thoroughly cleaned. At completion of the work, all valves, faucets, and any control devices shall be adjusted for proper and quiet operation and circulation. END OF SECTION 15100 - PLUMBING WORK • • SECTION 15100 PAGE 9 Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 15500 - HEATING, VENTILATING AND AIR CONDITIONING PART 1 - GENERAL - I 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, Supplementary Conditions and General Requirements apply to the work specified in this section. • 1 . 2 Description of Work : The work described in this section requires this Contractor to provide a "Design-Build" solution for a complete Heating, Ventilating and Air-Conditioning system for this building in accordance with the following performance specifications and description of project scope. The Contractor shall design a system and propose materials, equipment and installation satisfactory to meet the requirements defined by these specifications and applicable to the overall building design as defined by the drawings and specifications. Exterior work such as excavation and backfill , and the provision of concrete equipment pads shall be done in accordance with the applicable provisions of Divisions 2 and 3 of these specifications. Final electrical connections to Heating, Ventilating, and Air-Conditioning equipment will be the responsibility of the Electrical Contractor . This Contractor will be responsible to provide all related information for those connections, to the Electrical Contractor, including but not necessarily limited to size, type, voltage, power requirements, and location of each piece of equipment requiring an electrical connection. Any additional costs incurred due to the failure to provide such information in a timely manner will be borne by this Contractor. 1. 3 Quality Assurance : All design work and the installed system shall conform to applicable portions of the New York State Building and Fire Prevention Code,. local Codes, the New York State Energy Conservation Code, and the regulations of the local power company (Niagara Mohawk Power Corp. ) . Provide a system designed in conformance with the applicable standards of the American Society of Heating, Refrigeration, and Air-Conditioning Engineers (ASHRAE) , latest versions. SECTION 15500 PAGE 1 Section 15500 - Heating, Ventilating and Air-Conditioning (cont' d) Provide equipment bearing applicable labels for required performance standards, including but not limited to "UL" labels, and certification of performance in accordance with the New York State Energy Conservation Code. • 1 . 4 Submissions : The successful bidder will be required to submit for approval by the Owner' s representative, the following: a. Equipment cuts or such other information satisfactory to indicate that each item of equipment and/or fabricated component meets the intent of these specifications. b. Drawings of the proposed design showing the layout, details, and method and character of installation. c. Certification of the design signed and sealed by a NYS Professional Engineer retained and paid for by this Contractor. 1 . 5 Guarantee : Upon final acceptance of the system, and as a condition thereto, this Contractor shall provide to the Owner his written guarantee covering all materials, equipment, and components, and all workmanship for the system. Such guarantee shall remain in effect for a period of one ( 1 ) year from the date of final acceptance. PART 2 MATERIALS 2. 1 System/Performance : { Provide a complete commercial grade heating, ventilating and cooling system incorporating the use of "package rooftop units" which utilize natural gas for heat and electric for cooling. Provide a system of multiple units for a minimum of two (2) zones ; one for the "Billiard Room" and one for the remainder of the building. The system shall be capable of maintaining the following interior conditions : a. Winter - 70 deg. F b. Summer - 75 deg. F - 50% R. H. The above conditions shall be maintained at exterior temperature and humidity conditions as defined by the NYS Energy Conservation Code, and in conformance with local prevailing climate conditions. System design shall take into account the use of a commercial capacity exhaust hood and system in the Snack Bar area. I - SECTION 15500 PAGE 2 I ? Section 15500 - Heating, Ventilating and Air-Conditioning (cont' d) 2. 2 Heating and Cooling Units : Provide commercial grade packaged rooftop units manufactured by a nationally recognized manufacturer of such products. Provide units of the size and capacity to meet the required heating and cooling loads, with integral "Economizer", utilizing CV or VAV modulation for ventilation. Provide ventilation in conformance with ASHRAE standards for places of public assembly. Provide units with all required accessories and components including connections, controls, roof curbs and related items. Provide equipment which is readily serviceable by • service companies convenient to the project. 2. 3 Duct Systems : Provide a complete system of supply and return air throughout the building as required to maintain ambient conditions. Provide all ductwork fabricated in conformance to applicable standards of SMNCA, paying particular attention to Table 1 , of the Duct Manual for sheetmetal gauges and construction. Take note of the exposed ceiling construction over the "Billiard Room" and provide a system or pattern of ductwork laid out and fabricated of components suitable for exposure as a finished product. Ductwork may be either spiral , round or rectangular, but must be laid out so as to present a neat, orderly pattern co-ordinated with the exposed steel joists and suspended lighting and electrical fixtures. The exposed ductwork must be fabricated of materials and components suitable to receive finish coats of paint. No fibrous or flexible duct will be allowed in this area. Supply ducts located above areas having finished ceilings shall be insulated. 2. 4 Diffusers and Grilles : Provide suitable diffusers and grilles for the appropriate supply and return of conditioned air. Provide units with integral dampers and air flow directing devices. In areas of exposed ductwork, provide units which can be field painted. In all other areas, provide units suitable for installation in the suspended acoustical ceiling system in manufacturer' s standard white baked-on enamel finish. 2. 5 Temperature Control : Provide a complete system of temperature control devices, wiring, and other related components for the regulation of interior temperature within the standards established by the NYS Energy Conservation Code.. Provide a control system with "night-time" or "off-hour" setback capability. SECTION 15500 PAGE 3 Section 15500 - Heating, Ventilating and Air-Conditioning (cont' d) 2. 6 Exhaust System(s ) : Provide a system for exhausting air from Toilet Rooms and Bathroom, including fans, ductwork, controls, and related components. 2. 7 Miscellaneous : Provide all miscellaneous components, devices, and fabrications including roof curbs, vent hoods and louvers as may be required for a complete and operating heating, ventilating and cooling system for the intended use of this building. PART 3 - EXECUTION 3. 1 Installation : Install heating, ventilating and air-conditioning system in strict conformance with the approved design, and layout information submitted as part of this contract. Co-ordinate work with the work of other contractors . Provide all information for the integration of HVAC work, with the work of other trades, including templates, patterns, and related items for cut-outs, penetrations, supports, etc. Install all hangers, supports and related devices. Provide " isolation" type hangers or mounting devices where operating equipment is suspended or supported from building frame as required to prevent the transmission of structure borne noise. Install all operating equipment in accordance with manufacturer' s instructions and recommendations, and approved design drawings. This contractor to furnish and mount all control devices, switches, relays and other related electrical items for final connection by the Electrical Contractor. Install all ductwork in conformance with approved design drawings and applicable recommendations of SMNCA. 3. 2 Adjusting, Balancing and Testing : Provide initial adjustment and balancing to quantities indicated on . approved design drawings and thereafter as required to satisfy job . • conditions to the satisfaction of the Architect. During course of adjusting and balancing maintain qualified personnel at project at all times for system operation, trouble shooting, assistance, etc. Perform all necessary mechanical adjustments in conjunction with balancing procedures. SECTION 15500 PAGE 4 Section 15500 - Heating, Ventilating and Air-Conditioning (cont' d) After adjusting and balancing, operate system under normal conditions for two (2) days, or longer when so directed, to demonstrate that it fulfills requirements of plans. 3. 3 Operating Instructions and Manuals : Obtain manufacturer' s printed installation instructions to aid in properly executing work, on equipment requiring such directions, especially to insure that manufacturer' s warranty is applicable. • Submit equipment manufacturer' s installation and operation instruction booklets, bound and supplemented as required to form two (2) system operating manuals to be left with Owner' s representative after proper oral instruction by Contractor and Equipment Manufacturer. This Contractor' s bid shall include necessary time for a competent person to remain at the job site for the purpose of instructing the building maintenance personnel in the proper operation and maintenance of the installations as made by this Contractor. Minimum of 8 hours. 3. 4 Guarantee : Upon completion and acceptance of the system provide to the Owner' s representative two (2) copies of applicable written guarantees for completed HVAC system. END OF SECTION 15500 - HEATING, VENTILATING AND AIR-CONDITIONING • • • • • SECTION 15500 PAGE 5 Lake George Cue Club Route 9 Town of Queensbury, New York SECTION 16100 - ELECTRICAL WORK PART 1 - GENERAL 1 . 1 Related Documents : The general provisions of the Contract, including General Conditions, `et ,�, tl •. t C:cnndig.icins and General Requirement.13, Apply tq tITA taH}le specified in this section. 1 . 2 Description of Work : The extent of electrical work is shown on the drawings and specified herein, and includes all labor, materials, equipment and devices for a complete electrical system, including but not limited to: a. New overhead service entrance including weather head. b. Panel (s ) and all branch circuits. c. Lighting fixtures, switches and outlets. d. Electrical connections of equipment furnished and installed by others, including exterior electric connection to well pump and sewage grinder pump. e. Fire and Smoke Detection and Alarm System. f . All related items and components for a complete and functioning electrical system as shown and/or intended. g. All permits, fees and necessary inspections as specified or required by regulatory agencies. 1 . 3 Work By Others : 1. 3. 1 HVAC System: This Contractor shall familiarize himself with the requirements of Section 15500 - Heating, Ventilating and Air-Conditioning, which requires that Contractor to design and install a system for this project. This Contractor shall include in his base bid all costs related to electrical connections for the Heating, Ventilating and • Air-Conditioning system. The final design of the HVAC system will be reviewed with this Contractor by the Construction Manager. Any change in the scope or intent of electrical work required by the . final design of the HVAC system will be adjusted as a Change Order, in conformance with the requirements of the General Conditions. 1 . 3. 2 Food Service Equipment : It is the Owner' s intent to install food cooking and service equipment • in the "Snack Bar" area as shown on the drawings. This Contractor will be responsible to make required connections to this equipment. • SECTION 16100 PAGE 1 Section 16100 - Electrical Systems (cont' d) Any change in the scope or intent of electrical work required by the final design of the food service equipment not indicated on the draw- ings will be adjusted as a Change Order, in conformance with the re- quirements of the General Conditions. 1. 4 Codes, Permits, Fees and Inspections : Perform all work in strict conformance with the National Electric Code, applicable New York State and local codes, and the requirements of Niagara Mohawk Power Corp. Give all notices, file all plans, and obtain all permits and licences, pay all fees provided by law. Perform all work in strict conformance with the inspection require- ments of the National Board of Fire Underwriters. Arrange and pay for all inspections and certificates. No work shall be covered before examination and approval by all inspectors and authorities having jurisdiction. Replace any imperfect or non-approved work to the satisfaction of the Owner' s representative, and inspection authorities, at no extra cost to the Owner. If work is covered before due inspection and approval , this Contractor shall pay for all costs of uncovering and re-installing such work. 1. 5 Submittals : Submit manufacturer' s information and catalog cuts for the following items : a. Power Panels. b. Circuit Breakers. c. Lighting Fixtures. d. Wiring devices and wall plates. e. Fire and Smoke Detection and Alarm System. 1. 6 Quality Assurance: Provide all materials which are new, of specification grade, and Underwriter ' s Laboratory approved. Reference herein to standard specifications for materials or methods are to be latest revision thereof . All shop manufactured equipment shall be given at least one coat of shop paint before delivery to the site. Manufacturer' s names and model numbers are used herein to establish the type, design and quality of the components required. The use of such names is not meant to imply the exclusion of material produced by • other manufacturers which are equal in every -way. The work shall be done in such order and manner so as not to hinder or delay the satisfactory completion of other work. This Contractor shall pay for all costs caused by defective or ill -timed work for ri which he is responsible. SECTION 16100 PAGE 2 Section 16100 - Electrical Systems (cont' d) The drawings are considered diagrammatic; final arrangement of the work shall suit field conditions, and the characteristics of the materials used. Verify all dimensions in the field. This Contractor shall furnish all necessary templates, patterns, and details for installing the work, as well as furnish and locate all sleeves, and inserts and see that they are correctly built into place. Confer with the other Contractors, examine their drawings, and give and obtain complete and timely, information to facilitate co-ordination of this work with that of the other Contractors. Fur- nish locations and dimensions for the proper performance of all work to be done by others in connection with this work. When mounting, wiring and/or connecting equipment furnished by others, examine the equipment and all instructions and approved wiring dia- grams relating to it before proceeding. This Contractor shall examine and measure all work of others upon which his own will depend in any way, and shall give the Owner' s representative prompt written notice of defects and inaccuracies in such work, before installing his own. This Contractor' s failure to give such notice shall obligate him to make good at his own expense all work of his affected by such other work. , , PART 2 - MATERIALS j . s 2. 1 General : Provide all materials and devices for a complete electrical system as shown on the drawings, specified herein, and/or as otherwise required for a complete and working electrical installation. 2. 2 Grounding : Furnish and install all materials to provide a permanent and positive ground as required by the Niagara Mohawk Power Corp. and the National Electric Code. All metallic raceways, cabinets, and non-current-carrying parts of equipment and apparatus shall be effec- tively bonded together and solidly grounded. 2. 3 Raceways : - Minimum size of conduit for all lighting and power shall be 3/4" unless otherwise indicated. Provide the following types of conduit in • locations as shown or specified: a. Galvanized rigid steel conduit (GRS) - mild steel threaded conduit with zinc coated exterior ( including threads ) and interior ; meeting ANSI specification 80. 1 SECTION 16100 PAGE 3 Section 16100 - Electrical Systems (cont' d) b. Intermediate metal conduit ( IMC) - mild steel electric welded tubing, threaded with zinc coated exterior ( including threads) and interior . c. Electro-metallic tubing (EMT) - cold rolled steel welded tubing, corrosion and rust proof, zinc coat exterior, zinc coated or enameled interior ; meeting ANSI Specification 80.'3. d. Schedule 40 PVC - polyvinyl chloride with tensile strength of 11 , 000 psi and compressive strength of 8, 600 psi . UL listed for 90 deg. C wire. e. Flexible steel conduit - hot dipped galvanized steel strip shaped into interlocking convolutions. • 2. 4 Connectors, Couplings and Bushings : For EMT - compression type ; other raceways - products specifically manufactured and tested for application with the particular type raceway. 2. 5 Conductors : All conductors shall be copper. Minimum acceptable wire sizes for power and lighting shall be #12 AWG. Provide solid conductors for #10 AWG and smaller power wiring. Provide stranded conductors for all connections to machinery subject to vibration and for all conductors #8 AWG and larger. Insulation - 600 volt and as follows : a. #8 AWG and smaller - THWN. b. #6 AWG and larger - THW, THWN, XHHW. 2. 6 Cable Wiring Systems : Where allowed by Code, and in concealed locations only, Type MC, Metal Clad cable with 90 deg. C conductors and grounding conductor. Type NM (Romex ) and Type AC (BX) cable shall not be used on this project. • 2. 7 Outlet, Junction and Pull Boxes : Size of all junction, pull and outlet boxes shall be sufficient to exceed NEC requirements for conductor fill . Outlet boxes for dry concealed and exposed locations shall be standard stamp steel galvanized boxes of the type applicable for construction in which it is to be installed. Junction and pull boxes for dry locations shall be code gauge galvanized steel with covers fastened with brass screws. Finish corners to prevent sharp surfaces. • 2. 8 Panelboards : Provide cabinet (s) of code galvanized steel , with steel mono-flat covers in gray{ baked enamel finish. Boxes shall be min. 20" wide, with min. 5" end gutters and 6" side gutters ; maximum 5-3/4" depth. SECTION 16100 PAGE 4 • Section 16100 - Electrical Systems (cont' d) Distributed phase bussing throughout, and plated connectors. Provide copper busses. Main sizing as indicated ; minimum interrupting rating of 10, 000 RMS amperes based on NEMA test procedures. Dead front construction. Front trims, for flush and surface mounted panels, shall have concealed trim features. Door with concealed hinged and flush lock. All panels shall be keyed alike. Where the work "space" is used, it shall mean a complete provision for future breaker installation including necessary bus ties, mounting • brackets, removable covers, etc. Provide space to fill the panel to the total poles indicated. If total poles are not indicated provide 20% space provided space does not require individual panels to exceed 42 pole limit. • 2. 9 Circuit Breakers : Provide bolt-on type, quick-make, quick-break, thermal magnetic, trip indicating circuit breakers. Common trip on multi-pole breakers. .Single pole breakers with handle ties not acceptable. Breakers designated "GFI " or "GFIC" shall be ground fault interrupt type breakers ; 10, 000 A. I . C. 15 and 20 amp breakers shall have UL listing . for SWD (switching) rating. 2. 10 Service Entrance: Provide new overhead service entrance as shown and scheduled on the drawings. Make all arrangements with Niagara Mohawk Power Corp. , • obtain all permits and pay all fees. 2. 11 Wiring Devices : 2. 11 . 1 Switches : Specification grade as follows : Single pole, 20A, 120/277 VAC. Three way, 20A, 120/277 VAC. • . 2. 11. 2 Receptacles : Specification grade as follows : Single: 20A, 125V, 2P, 3W. • Duplex : 15A, 125V, 2P, 3W. Ground Fault - Duplex : 20A, 125V, 2P, 3W - feed through capability. • 2. 11. 3 Device Colors : Provide manufacturer' s standard "white" or " ivory". 2. 11 . 4 Wall Plates : • Type 302 stainless steel . SECTION 16100 PAGE 5 ' f Section 16100 - Electrical Systems (cont' d) •� i 2. 12 Lighting Fixtures : Provide all lighting fixtures as shown and scheduled on the drawings, complete with all access, supports, including flanges, pendants or hanging devices, brackets, arm units, ballasts and lamps. Provide lamps by a recognized manufacturer such as General Electric, or Sylvania. Submit catalogue cuts and/or shop drawings for all lighting fixtures .for review and approval . Lighting fixtures are scheduled on the drawings. The manufacturers and model numbers listed are for reference to establish type, design • and quality. Products which are equal in quality, service characteristics, and design appearance, made by other manufacturers are acceptable, upon specific approval of the Architect. 2. 13 Fire and Smoke Detection and Alarm System: 2. 13. 1 General : Provide all components, accessories and devices for a complete fire and smoke detection and alarm system in conformance with New York State and NFPA codes for public assembly occupancy. System shall operate as a manual and automatic detection and alarm system. Upon actuation of alarm initiating devices audible alarm devices sound interior and exterior audible evacuation signals. Audible alarm devices shall continue to sound until alarm initiating devices are restored to normal condition. The system shall be provided with an emergency power source so as to be fully operable during the interruption of normal power. 2. 13. 2 Alarm Initiating Devices : a. Heat Detectors (HD) - rate compensated and fixed temperature heat detectors ( 135 deg. F) . b. Smoke Detectors (SD) - photoelectric type smoke detectors with 135 deg. F heat detector c. Fire Alarm Stations - Single action. 2. 13. 3 Audible Alarm Devices : Interior and exterior mounted surface bell (s) . PART 3 -EXECUTION 3. 1 General : Perform all work as shown, spedified or otherwise required for complete and working system of power and lighting for this project. SECTION 16100 PAGE 6 Section 16100 - Electrical Systems (cont' d) Co-ordinate work with other trades; study and compare all contract drawings, specifications, etc. Where job conditions require reasonable changes in indicated locations or arrangements prior to roughing- in, make such changes without extra compensation. Unless specifically noted with detailed instructions, layouts of feeders and wiring shown on drawings are diagrammatic and shall be construed as such, intended only to show scope of work. 3. 2 Cutting and Patching: Provide all cutting and patching associated with work under the Division, by mechanics skilled in this line of work. Obtain approval of cutting methods from the Architect prior to proceeding. Structural members shall not be cut or notched unless indicated or approved. 3. 3 Installation: 3. 3. 1 Raceways : Required uses if not specifically indicated on the drawings shall be as follows : a. GRS, IMC: exterior locations, underground locations, in slabs. b. EMT: dry above grade concealed and exposed locations. c. PVC: underground locations as indicated. Conduit extending from below grade to above grade or located below building slabs shall be IMC. d. Flexible Steel Conduit : install equipment grounding conductor inside conduit and bond at both ends. Use short lengths for final connections to motors or other equipment subject to vibration in dry locations. Provide double locknuts and insulated bushings on the end of each conduit entering an enclosure. Provide insulated grounding bushings on ends of conduits which are not directly connected to metal enclosure or which enter enclosure through the smaller holes of concentric and eccentric knockouts. Provide equipment grounding conductor as bond between bushings and enclosure. Provide temporary caps or plugs on open ends of conduits during construction. Make neat runs parallel or perpendicular to structural elements of building with minimum number of couplings and bends. Pay particular attention to layout of conduit work in area of exposed ceiling construction of "Billiard Room". Run work tight to sides of steel . joists or beams and tight to underside of roof deck with neat right angle bends, horizontal runs parallel or perpendicular to structure • and drops perpendicular to structure. Conduits shall be continuous from outlet to outlet and from outlets to cabinets, junction or pull boxes and shall enter and be secured to all boxes in such a manner that each system shall be electrically J SECTION 16100 PAGE 7 Section 16100 - Electrical Systems Ccont' d) continuous from service to all outlets. Install conduits to allow for proper drainage. Do not form pockets. Securely attach all conduits to building structure utilizing approved methods and fastening devices for support. 3. 3. 2 Conductors : Use Type THW, THWN, or XHHW in all locations. For circuiting, the following takes precedence over the drawings : a. General purpose receptacle and lighting branch circuits may be combined in single conduits in accordance with NEC requirements and restrictions. b. Conductors serving individual pieces of equipment or grouped equipment shall not be combined. c. A common neutral conductor may be used for two or three branch circuits provided each branch circuit is connect to a different phase in the panelboard. Common neutrals may not be used in circuits supplied by ground fault circuit breakers or circuits dedicated to a particular piece of equipment. Avoid the use of lubricating materials to install conductors. When used make sure that all conductors are cleaned -in enclosures, panelboards, etc. and all traces of lubricating materials are removed. Provide a green ground with all feeders and all branch circuits • dedicated to a particular piece of equipment. Size per NEC. Properly splice and neatly coil extraneous wire in outlet boxes. Wire runs shall be continuous. All splicing shall be done only in accessible boxes. The system shall be properly grounded and continuously polarized throughout following standard color coding. 3. 3. 3. Cable Wiring Systems : These systems may be used concealed in stud type walls and properly supported, neatly installed above lay-in ceiling. Cables shall not be left laying on the lay-in ceiling. These cables shall not be used in exposed locations or for wiring to mechanical equipment. 3. 3. 4 Outlet Boxes, Junction and Pull Boxes : Set boxes level , plumb and square with lines of structure. Recessed boxes shall be flush with building finish. All wiring devices shall be in recessed boxes unless specifically indicated otherwise. Provide pull or junction boxes where indicated and where required to facilitate pulling of conductors. Make box covers accessible and • easily removable. All boxes within the building construction shall be securely fastened or anchored to the building construction in an approved manner . SECTION 16100 PAGE 8 Section 16100 - Electrical Systems (cont' d) 3. 3. 5 Service Entrance : Install service entrance cable, weatherhead, and all related components as indicated and in conformance with the requirements of Niagara Mohawk Power Corp. 3. 3. 6 Panelboards : Provide circuit breaker panelboards at locations indicated. Properly balance circuits and feeders at each panel when installation is complete. Divide receptacle circuits evenly among phases. Circuit designations shown on drawings are for illustration only and do not indicate final circuit breaker locations within panelboards. Provide a typewritten circuit directory in a steel frame with transparent plastic cover for each panelboard and number circuit breakers. Set cabinets plumb and symmetrical ; support rigidly from building construction. 3. 3. 7 Wiring Devices : Provide receptacles at locations indicated and where required by special equipment with plug connection. Mount. at height indicated on drawings, or if not indicated, 18" A. F. F. , 46" A. F. F. over counters. Provide matching female receptacles for all plug-in equipment furnished by others. Co-ordinate with Division under which this equipment is furnished. Provide switches to control outlets, appliances, circuits, lighting fixtures, etc. , as indicated. Mount 48" A. F. F. unless noted otherwise. Feed through local switches on if specifically noted. Where more than one switch is indicated at one location on 120 volt circuits mount in gangs under common plate. Locate switches on strike side of door. If switch is indicated at location which would be concealed (behind equipment, etc. ) or not on strike side of door, obtain approval of Architect before installation. Provide wall plates at locations indicated with size openings required for devices indicated. Multi-gang switches, receptacles, etc. shall be in a common one piece plate. Provide engraved face plates (color filled) for all switches controlling specific equipment or remote lighting circuits. Provide weatherproof type at locations . indicated. 3. 3. 8 Lighting Fixtures : Install all fixtures in complete compliance with manufacturer ' s instructions and U. L. requirements. Verify all fixture locations with the Architect prior to roughing- in. Pay particular attention to installation details as shown for suspended fixtures in the "Billiard Room" , otherwise become familiar with the method of installation for SECTION 16100 PAGE 9 Section 16100 - Electrical Systems (cont' d) each fixture as may he required by surrounding and/or supporting construction. Provide all appurtenances required for the complete installation of each fixture at no extra cost. 3. 3. 9 Fire and Smoke Detection and Alarm System: Circuiting is not indicated on drawings although devices are located. Wire as required to meet intent of installation as indicated and in conformance with approved shop drawings. Make all connections to equipment provided by others and provide completely integrated and operable system. Smoke detectors should not be installed until all general construction finish work is completed. Smoke detectors installed prior to completion of general construction finish work must be protected with tight fitting bag type enclosures. If false alarms occur within one year of substantial completion the Contractor will be required to return to the site and clean ALL detectors. 3. 3. 10 Clean-up and Testing : Remove all debris and scrap materials from the- site and dispose of it legally. Clean all fixtures, including lenses, diffusers and exposed pre-finished surfaces in accordance with manufacturer' s instructions , and leave ready for final acceptance. Replace all damaged or faulty lamps, with new units prior to final • acceptance. Test all devices , fixtures and circuits , eliminating all grounds, crosses , shorts, etc. Repair and/or replace any damaged or defective components and leave system in perfect working order. END OF SECTION 16100 - ELECTRICAL SYSTEMS SECTION 16100 PAGE 10 BRED qR\ � GPRL Ci y��F 'Jk 12003 aFTHE STAjE�/ erg w vc�g C� t � R F N Q3 -P lQ U O N N Q O c a.. c_ C) a LLJ CD a� wJ U U ww �l U 5heet No L1 of 2 5c01e AS NOTED Date— 4-23-90 Drawn by MDC -- Cheched by. YCC . ob tlo. GP16a F:le No. Cl'16QS