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2003-585
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes, (518)761.8256 CERTIFICAT E OF OCCUPANCY Permit Number: P(20030585 Date Issued: Ffiday,June 11,2004 _ This,is to certify thatwork requested to be done-as shown by Permit Number P20030585 has been completed. ._. . .......�.. .. , _ _. „ _...... . . ...._.. _ . . . . ,_ Tax Map Number: 5234.0'0-289-015-0001-004-000.0000` Location: 16 HUNTER BROOK Ln Owner: DR ROBERT SHARP Applicant: DR.ROBERT SHARP This structure may be occupieM RT SHARP By Order of Town Board New Commercial Building TOWN OF QUEENSBURY Director of Building&Cole Enfor meat TOWN OF QUEENSBURY 742.Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20030585 Application Number: A20030585 Tax Map No: 523400-289-015-0001-004-000-0000 Permission is hereby granted to: DR. ROBERT SHARP For property located at: 16 HUNTER BROOK L11 in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: BAY ASSOCIATES INC 19 FOX HOLLOW Ln New Commercial Building _ $600,000.00 QUEENSBURY,NY 12804 Total Value $600,OOOAO Contractor or Builder's Name /Address Electrical Inspection Agency WILLIAM NERLTHY 9 REARDON Rd EXT. OUEENSBURY_ NY 12804 Plans&Specifications 2003-585 DR. ROBERT SHARP 5814 SQ FT OFFICE BUILDING AS PER PLOT PLAN SPECIFICATIONS $872.10 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,August 21, 2004 (If a longer period is required,an application for an extension niust be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated.at the own ue . r i August 21, 2003 SIGNED BY for the Town of Queensbury. Director of Building&CodeEnforcement Building Permit APplication Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256; A permit must be obtained before beginning construction. L7id t File No. © SAS 5 No inspection will be made until applicant has received a a $ valid building permit. All applicants' spaces on this ee Paid $application must be completed and must appear on the i . wed By A �� application form. Applicant: �t 7,1/r.et�✓1 C op LL�1�� Owner: bszr-i``. 144 � d0' Address: C' QtAp-c>OU 'w Address: ; t7 S �r r�CF � G<IrUQ Cp CRY Phone#(M9-) - _ Phone#(_) Property Location: Lot Number l House Number Subdivision Name: CR�� -Ea l9 R K Tax Map Number: �tionresl'd Estimated Market Value of Construction:❑ Aence/ commercial If an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial - ❑ No change to exterior size: residence/corn'l Ea Other work(describe ) Check OccupancylInformation 1' Floor 2 Floor,,,; Other floor Total Below sq.ft. sq.ft. y,?' sq.ft.- Square Feet ❑ Single family dwelling ` ❑ Two family dwelling ❑ Townhouse ❑ Multifamily dwelling #of units ❑ Office ❑ Mercantile " a Manufacturing ❑ 1 car detached garage ❑ 2 car detached garage ❑ 3 car detached garage ❑ 1 car attached garage o 2 car attached garage ❑ 3 car attached garage ❑ Storage building- commercial ❑ Storage building- residential ❑ Other t What,is the proposed height of the structure_ t feet tf inches Will any second-hand or ungraded lumber be used? If so,for what? Type of Heating System:\'}electric/ oil / gas l wood /forced hot air/ b'aseboard I other: ca Number of Fireplaces tolbe installed tJ Number of Woods toves 6 be installed_ List below the person(s)�esponsible for supervision of work as regards to building codes: Name Address . _Phone Number Builder f Plumber 343 Z Mason Electrician v G •7 9 3 f'Y C/7 Declaration please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified orinoted,and that such work is authorized by the owner. Further,it is understood that I/we shall submit,prior to a Certificat6,of Occupancy or Certificate of Compliance,being issued,as requested by the Zoning Administrator or hector f Building d Cod s, A Built Survey by a licensed surveyor;drawn to scale,showing actual location of a co ction. _ Signature: owner,owner's agent,architect,contractor Application for Permit—Sept'lc Disposal System Town of Queensbury 742 Bay'Road Queensbury,NY. 72804 (518) 761-8256 1. OWNER INFORMATION: Office Use Location of installation: t . F ................................................. •... 117 Tax Map No. / / �- '- j File Permit No. SAS i I Owner's Name: ga�► j ,{r. . `. Fee Paid ................................................................ ? Address: _._........... ......................................... 2. INSTALLER'S NAME PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#;bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Com'utation >= Total Dail FloJ;w�� 1980 or older x . 150 gal/bdrm _ 1980—1991 x 130 gaUbdrm 1991—present x 110 gal/bdrin Ut Garbage Grinder Installed yes / no I-Ohw 2003 Spa or Hot Tub Installed yes_ / no SC11LD0 Q iVi:c RY O � 4. PARCEL INFORMATION: (circle applicableinformation 8i indicate measurements) T I-"AcyraphySoil Nature Ground Water Bedrock ar Im "ervious Material Domestic Water SU13131v lat sand at what depth at what dep',th unicip Ro Ing loam feet feet well Steep slope clay if well; water supply _/o slope other from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage`disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Gninder,Spa,or Whirlpool Tub. Septic Tank: 1,, ' gallon(min.size 1,000 gal) Tile Field: each trench ft. Total System Length: Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # / depth or thickness feet Bed System.Size: Q ( x 25,40 Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: .. gallons;!;TOTAL Capacity: gallons Note: Alarm System and associated electrical work must:be inspected by a Town approved electrical inspection agency... 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PI&SON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted whicl'is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant."shall be void. I have read the regulations with respect,to this application and agree to abide by these and all requirements of the Town of Queensbu Sanit Sewage Disposal Ordinance. -- Signature of respdrisrNle perisXA Date BLDG. PERMIT N. APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCU ANCY is hereby requested for the property located at; � " for the following uses: ' DATE SIGNATURE OF APPLICA TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby �,)-A d-) OVED ( )DISAPPROVED with the following conditions: 7. a f a TEMPORARY CERTIFI ATE O OCCUPANCY FEE• l 0 D O T: ( 1 .00 received on Date of ssu nce Director of Bldg. & Code. Enforcement TI1fS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES / DAYS FROM THE'DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID unless signed' by the Director of Bldg. & Code Enforcement or his designee. f _ Commercial Final Inspection Report C:) ................1,.......... Office No.: (518) 761-8256 Date Inspection re u r 've 'equ®re Queensbury Building&Code Enforcement Arrive: a pm Depart: ...... ....... 742 Bay Road,Queensbury,NY 12804 Inspector's Initia NAME: 4--) PERMIT LOCATION: DATE: V COAIMENTS: Y N NA ChiLijne /"B"Vent Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Camplete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform I Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Replator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp, 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), I 1/2doors >10%> 1000 sq. ft. 1/411our Corridor Doors&Closers Firewalls Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers Fire Doors Ceiling Fire Stopping, 3,000 sq, ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required. -final Survey,New Structure/Flood Plain certification,if req., As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 201 wide Oka y To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\FamW\Building&Codes\Commercial Final Inspection Report.doc Septic Inspection Report Office No. (518) 761-8256 Date Inspection/eeQueensbury Building&Code Enforcement Arrive: art: am/pm742 Bay Rd.,Queensbury,NY 12844 Inspector's InitiNAME: (���LOCATION: 1 1-�kN�\F RI� c�QIL l rC� RECHECK: _ c��'�t c� �►t1Z L�J�II.� Comments and/or diag m Soil Type: an oam/Clay T e of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other,wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit O ening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. �` Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property; Front Rear Left Side Right Side VI)ec v_:\ E�Z) . Middle Front Middle Rear System Use i#spproved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved LitSucHemingway\$uilding.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 H.Thornas Jarrett,P.E. ProfessaonaZ Engineering ` Kennetli`Martin, P E: April 5, 20,04 John.O'Bfien;Building Inspector" Town of Queensbury 742'B`ay Road _ Qiaeensbury NewYork128041 ' Re: Sh Coinmereial Wastewater S` stem. 7M 03 035 y y ; Dear;John, r s At youx.request,this'office cbnfirmed,the depth of.`tlie wastewater laterals for the Robert r E: Sharp, I}D 5;, M.S.D..offce.buildmg lacated�on Hunter Brook Road in the Townaf, r `Queens bury = z Our investigation, on 1V 4ch'1.9,-.2004,,showed the,uivert._of the laterals.to be 45'.'�below ; fuushed grade it our.opuuonthat>the,depth ofthe-laterals will noti have'a_4egative effect on-, the function of the wastewater system " If you have any questions.`or,comments regarding the above, do not+hesitafe to`contact is,at 792,2907.'' Sincerely;, s Jarrett Martiz~ Engineers,.PLLC H 'Thomas:Jarrett :. Principal. -"FIDaiaFile12Q03ryProjectFrlesl2003Coh;AvcralPj6j t.103035040504Sharp.'WasfeivaterLetter.doe 1f2 East Wash ing#ori'S# •.Glens Falfs, .NY 12801' Y518=792-2907-/,518-798-1864 Fax " r•Printed or,Recycled Paper- - COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INC. O� Main Office 176 Doe Run Road No Manheim, PA 17545 MUNICIPAL CERTIFICATE ELECTRICAL APPROVAL Permit No. ,fliif#flfifflHll#ii#iiiNN####{H{Iiei 110 6 Cut-in Card No,###NIfu11N11#ii1ii11ii111iii1#1 Owner,,M,,,M,0.,, f}llli#}#iiNlii#}}N}f1i�i}iii##{lgff#if i}fi}fff#f!N#iNF411Ii#Iii##ff#Ilf}If}ff/1f 11iilffff4fff fi}ff}ff}}{If if#If7fi1111i#i1i1111}i#}17}iffi Location #IIIi111 1{#f1#1 }ii1#11##MINI##1{11f#ff11 # 1111114 11fi##}iftf ffff lffff{If}{fffffi}{N!{fui{ffiif}ff}ffnif •fff fflfffHNi}f {#!f{}Iflfff}}}I 1 lL4 Install tion Consistingofff!}f1#flfflN#ii{{ff1Nlf{fflNiq#N{ #{{11 1#i ###f{Hf##W##11#11#ili,i/#1#i##!f#iN.NU#If#i INf1#{N{}fl � 4 a lead I 1 f#i}#If�NlunuNNN##Note 1 f }f f}fa♦ ##fff }ff } 11#4610 i}fifHi►1}IR4iM1111i1141i111M lot 111# Ilih /#ffi#f#41ili1ff11!• #�111#IIf1i1i1Np11#ffff}1 Now f• 1f#ii1{{1ifHiliN1lfiff{1l iifff} M1ff1 1f 1i1}fledffNlilfifi}}1{Ifff}}1}f#Off ff#111#I}#}if#f IfN14#f fffff fffffffffifffiffiffff lfffff ff Hff}ff4fff fff#f}il/fflfiff4lff#f#} Installed By}}}}Iffiif111li###ilia}1}IINI«I11l4liff111iii•#1#f#111fffi111flfffffff##ff11#fif•f!lffllf 1cf No. {Mllfllifffl#f#f#f{#if{1f}lffff##ffilfff111}#111 The conditions following governed the issuance of this certificate, and any certificate previously issued i cancelled; - This certificate only covers the electrical equipment and installation conditions as of date. Upon th introduction of additional equipment or alterations, application shall be promptly made for inspection, Inspectors of this Company shall have the privilege of makin pections at any time, and if it rules are violated, the Company shall have the right t r . ke this e # scat 3 � 0-0 tee#fN11}fHififfifflfffpff fff{1{.1ff1fii1fl{Ifif INSPECTOR 11fi{I{{{II if#}#} 1ii#}##1#1yii1#lilien#lot}ff}Ii{i#i11#}}f1}fifff#f##!f#If{mm*$##I Member N.F.f.A..I.A.F.r. -•"r,. t/ Town of(;lEt,leen$bllr'}t Fire Marshal's Office 742 Say Road Queensbury, NY 12804 LPhone761-820 Fax(518) 745-4437 1 Fare Marshal's Inspection Report Request 03—C<2C SCHEDULE �— Received: Permit# INSPECTION ON: 1. t MName: . Location: � APPROVED _ N/A YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS--NORMAL - BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER.SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGHIN FINAL. CHIMNEY FACTORY BUILT ROUGH IN FINAL WOOD STOVE' ROUGH IN 1N FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGH IN OK Tw O 0 FOR CO NOT OK FINAL FIREPLACE FACTORY BUILT ROUGH IN INSPE FINAL COMDEVICHRISJNVORD/LETTERS204'I/FIREM SHALINSPECTIONRE9'OR Y1 200 I!�-SJCCdIPf NT COPY—BUILDING DEPARTMENT COPY �m Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection requ eive Queensbury Building&Code Enforcement Arrive: a p Depart: `Z-,�am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initial • 4 3�Sx�� TNAME: � PER n 3 LOCATION: DATE: ` -- COMMENT Y N NA E'` Vb?--� F. CO Chimne /"B"Vent/Direct Vent Location { C Ot �i Nl._1,.., Plumbin 'Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks 0 Interior/Exterior Ballisters 4 in. Spacing Platform/Decks � Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. V v� v All Doors 36 in.w/Lever Handles/Panic Hardware, if required Exits At Grade Or Platform 36 w)x 44"(1)/Canopy or Equiv. t>gz- Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System k-\rr- Fresh Air Supply for Occupancy/Ventilation CombustionLC? c� G�e3ev�� Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 12 doors Y4 Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors �t - Ceiling Fire Stopping, 3,000 s .ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets if Handicapped Bath/Parking Lot Si na e Public Toilet Room Handica ed Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ram /Ha s uo i Active Listening System and Signa e Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if re . As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:IPamWkBuilding&CodeskCommercial Final Inspection Report.doc Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection r u r ce' e . Queensbury Building&Code Enforcement Arrive: a . Depart: a 742 Bay Road,Queensbury,NY 12804 Inspector's Initials. NAME: PERMIT 3 ' �tiS LOCATION: -DATE: COMMENTS: Y N NA tom- `l> �e Chimney/"B"Vent/Direct Vent Location , -Plumbing Vent Through Roof 6"../.Roof Complete' Exterior Finish Grade Com lete 6"in 10' or E uivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior f Exterior Ballisters 4 in. Spacing Platform/Decks VAf4 Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" C iA L_60\>ijv, L Vestibules For Exit doors>3000 s . ft. L All Doors 36 in.w/Lever Handles f Panic Hardware,if re uired � Exits At Grade Or Platformr36(w)x 44"(1)/Cann or E uiv. 4 Gas Valve Shut-off Exposed&Regulator 18" Above Grade f �� Floor Bathroom Watertight/Other Floors Oka Relief Valve,heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System " Fresh Air Supply for Occupancy/Ventilation Combustion c� Low Water Shut Off For Boilers 16 Gas Furnace Shut Off Within 30 ft. or Within Line Of Site `� 4,�y�� Oil Furnace Shut Off at Entrance to Furnace Area — � �s cJ FJ VBCz;VNK_ Stockroom/Stora e/Receivin Shi m Room 2 hr. ; I lz doors g � pp� g � } � �P��Ttk�--'� �v �� yrq > 10%> 1000 s .ft.. C—M-V �c.� � �� 1/4 Hour Corridor Doors&Closers vz�-Z-- V\w V , Firewalls/Fire Separation, 2 Hour, 3 Dour Complete/Fire Dam ers f Fire Doors � ` � '� - 6��AVtQ Ceiling Fire Stopping, 3,000 s . ft.Wood Frame p©a Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" c �.�5 � Smoke Vents Or Fan, if required I i Elevator Operation and Si a e/Shaft Sealed. Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na es� Public Toilet Room Handicap ed Accessible Handicapped Service Counters 34 in., Checkout 36" � � ` •�-' � Handicapped Ram /Handrails ontinuous/12 in.Beyond _ Active Listening System and Signage Assembly Space Final Electrical 3V Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. G' °� -rA�L V_zot� As-built Septic System Layout Re uired or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building 8s Codes\Commercial Final Inspection Report.doc � � Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, ICY 12844 Phone (518)761-8205 Fax(518) 745-4487 Fare Marshal's inspection Report Request ec�ved: _ Permit (2 3—S CS INSPECTION ON: Name: ��,f��� �� t AM PM ANYTIME Location: \Aco APPRLbW? N IA —YE0 NO COMMENTS EXITS - AISLE WIDTHS EXIT SIGNS—NORMAL - BATTERY EMERGENCY LIGHTING FIRE,EXTINGUISHERS FIRE ALARM SYSTEM r FIRE SPRINKLER SYSTEM FIDE SUPPRESSION SYSTEM _-- -- _ HOOD INSTALLATION — INTERIOR FINISHES STORAGE COMPRESSED GAS 75 j Yl(}.1 f L L I CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN Uz>�t•u� wu C, MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGH IN FINAL CHIMNEY ,n FACTORY BUILT ROUGH IN FINAL WOOD STOVE' ROUGH IN t Sw 5C5 r,7 FINAL bS 5�-i h s riLy VENTER?OAS CA�� �' APPLIANCE ROUGH IN FINAL FIREPLACE — MASONRY ROUGH IN OK THIS DATE 0 FO CO NET� I=1NAL ��� FIREPLACE (FACTORY BUILT. ROUGH IN INSPECTED I�iY _FINAL, Ce M13EVICHRlsi/WORDILE RS2ool/FIREMA.RSHALINSPECTIONREPOR 11022001 VI!�-OCCUPANT COPY WHITE—BUILDING DEPARTMENT COPY Framing 1 Firestopping Inspection Report Office No. (518)761-8256 Date Inspection,request received: Queensbury Building&Code Enforcement Arrive: /) am.pm ; epart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: ,.: PERMIT#: 6Y"_. LOCATION: ,� r$�� „� INSPECT ON: Z j e) TYPE OF STRUCTURE: Y. N NIA COMMENT Framing . Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed.properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft, 8 in. Notches 1 Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge(8)'16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall idFire separatio 1)2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above%below grade 5.0 sf grade LASueHemingway\i3uilding.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 r , Framing Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re t re * d- Queensbury Building&Cod&Enforcement Arrive: D art: Date Inspection rep rep Arrive: In 742 Bay Road,Queensbury,NY 12804 Inspector's Ihiti s- fr . PERMI'NAME: Ve PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A CO ENT Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed property 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2,3 hour Fire wall,2, 3,4 hour Firestopping Penetration scaled 16 inch insulation in cavity min, Garage Fire Separation 7 House side Y2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) �<q-;F 20 in. (W) 5.7 sf above below grade 5.0 sf grade L:\SueHemingway\Building.Codes,fnspection.FORMS\FramingFirestopping inspection RepoTt.doc January 28,2003 0 C) Framing/Firestopping Inspection Report Office No. (518) 761-8256 Date Ins ction r -Sl-f ecei.eque Queensbury Building&Code Enforcement Arrive* Tfi/ C�p�a��a" I ajep�ig/ 742 Bay Road,Queensbury,NY 1.2804 Inspector's hz is: NAME: D-R 16 �R PERMIT#: LOCATION: i�V_:-- INSPECT ON: 0 —bL4 TYPE OF STRUCTURE: r—V-- C-v-- P, Y N N/A Framing COMMENTS Jack Studs J Headers Bracing Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly ti 12"U.C. Headroom 6 ft. 8 in-., Stairwells-36'in. or more Headroom 6 ft. 8 in. Notches/Holes/Beating Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft, or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Y2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. M 5.7.sf above/below grade 5.0 sf grade L:\Suel-lerningway\Building.Codes,Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Rough Plumbing 1 Insulation Inspection Report Office No. (518)761-8256 Date Inspection request r ceiv a Queensbury Building&Code Enforcement Arrive: A, 742 Bay Road,Queensbury,NY 12804 Inspector's Initials. NAME: PERMIT#: 2.C)CI-7 — LOCATION: XAOE_ INSPECT ON: rT=D4 TYPE OF STRUCTURE: N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron,Copper Drain/Vent Comm. Plumbing Vent Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft.above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One&Two Family-_ ��sulation/Residential Check Commercial Check -Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply,for Furnace Duct Work Sealed Properly COTMMENTS: �L:\Sueliemingway\Building.Codes.Inspection,FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing / Insulation,Inspection Report Office No. (518)761-8256 Date Inspection request iv Queensbury Building&Code Enforcement Arrive: a m� ep K _{3 an ED 742 Bay Road,Queensbury,NY 12804"` Inspector's Initials: NAME, PERMIT#: LOCATION: INSPECT CAN: \2 al TYPE OF STRUCTURE: PVC: R-1,R-2,R-3,R-4 Drain[Vents Cast Iron, Copper Drain/Vent/Comm. ... 7 .. Plumbing Vent 1 Vents in Place Rough Plumbing t Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft.above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One &Two Family 'Insulation/Residential Check.! ercial Check � � Proper Vent,Attic Vent 1Q)0-7 Duct/Hot Water Piping Insulation d P�, P V-- 00 E_ If required unheated spaces /� Combustion Air Supply for Furnace Duct Work Sealed Properly - '� COMMENTS: w CV L:1SueHemingway\Building.Codes.Ibspection.FORMMugh Plumbing Insulation f eport.doc January 28,2003.: oaf' xxx m � n ►� wN � � x � bn H adrZ0 � I x H H H ,� ,�' W m H H H z 0 r . x o r x z 0 o z H z z z z H H . H 0 H C 0 r > H O C H H > cN > .ddeH 0 Z 0 H H X Cate m H 0 r V H H. H N H 0 m H, H z r H H C t n n, n 0 C7 d z b t� H > z H z H m �z' 0 H H t� H m r m H 0 0 0 0 0 H 0 0 0 z k Ha N 0 mpftz C > r ro ro ►d 0 , 0 0 H C p . 0 H( z N ' z m b b ro H p p I b H 0 > w = 0 N C C n t� � m C� � � H m � � z r Q �. C � z ►� � �.r� z G H o �, nroMn � n � r znHz V1 $ H HC xnv� 0 r H n H w , N H r o N C H x I z n c z m 0zrxxm0 m0 rv� r wH xzs z N m N H H x H m HH 0 10 H nr � z . m ro zM c' 0 Zt � cra n z m z r m z0 �x xo, Q H H ,,, b H l z UP0 a 0 z H U "I ��Nn0 H H 4 ���010 ro rzn ma%c n �N t wni PINE �tl PINE^ S83-48'0011E 12' MAPLE ` 200,00. 12' SPRUCE C PIN7 \ LILAC �Yq O9 EDGE OF y$ 08 MOWED LAWN g OPIN TE A4"P Gv WHITE LOT 3 C PINE' 57,331.sq.k. 3 1.31 acres h O W h M o h Qh O ASPHALT PARKING PROME PINE= 3 Q rauK GONGRETE �p3T�u+yy ^'y E%D 99.23, STRUG110N 9� �a � BU1l.OMG UNDER G g ON b ® y g4.81- O l0l [O r 1p8 A5' a 3 � v W S�9° 2TwW �, 301.92� LEGEND: ✓1 `L-UTILITY POLE ❑® CATCH BASIN . WELL LOT 2 Date: APRIL i L Du s e vNA Mdauo umuna a n°MN ro A UR F Map Of a Survey made for Scale 1"=30' MAR BF NC A NCFwSm WA AIRK.XRS SELL i3 A HounoN a srencw naa3,su°-wWwox z a iNe �wRN s,Are roucAnoN un.• t e v e s nus suR�G.1 1wpANs3 en R0e�aU AnFmw b A.0 S°RnD xRNxCvEe r"TM TM c HUNTER BROOK, LLC 3 12-101-03 SIGN/PARKING LOCATION msnxo ccoc av rRAcncc roR u"o vms.ars Aoorim Surveyors °" SU E A330wAnw o RR°E39w K uw s°RA�oRs sAn cenmxAiwxs s"w.R"N ox�" 2 10-16-03 FOUNDATION LOCATION ro ixs RSRsaN am ww TMc gIRKt rs wrcvARRo.Avo a+ws erwur ro TMc nnE auRU —C..",u Town Of Queensbury, New York 12804 "5 DNnr«. Queensbury, Warren County, New York 1 5-13-03 T.P & P.T LOCH170NS romAxeNwsorme u,.wNe nn°wry' 5HA W) nArc I ncci oionnm nWG.NO. Rough Plumbing Insulation Inspection Report Office No. (5 18)761-8256 Date Inspection request/W�eived: /I- -T7 1-� Queensbury Building&Code Enforcement Arrive: -anr7/pi� D at�� 742 Bay Road, Queensbury,NY 12804 Inspector's Initial k-,-ri�� -'s NAME: PERMIT #: (✓ LOCATION: INSPECT ON: TYPE OF STRUCTURE: y N N/A 41 , PVC: R-1,R-2,R-3,R4 Drain/Vents-�) eis—i Iron,C' o—pper Drain/Vent/ omm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 V2 inc min. Drain Size Wash'ldg Machine Drain 2 inch win. He d or Air Supply Test rain ain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L.\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November l7,2003 lv Rough Plumbing Insulittion Inspection Repo Office No. (518) 761-8256 Date Inspection reques�rece ved:Queensbury Building&Code Enforcement Arrive: am/pm Depart: , {�`= a m' 742 Bay Road, Queensbury,NY 12804 Inspector's Initia,s;, NAME; PETIT #: _..._<./ LOCATION: INSPECT ON: TYPE OF STRLrCTURE: Y IN N/A PVC: R-1,R-21 R-3,R4 Drain/Vents Gast I n,Copper Drain/Vent/Comm. /'✓'' ing Vent/Vents in Place , Augh Plumbing/Nail Plates v 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L.\SueHemingway\Building.Cbdes.inspection.FORMS\Rough Plumbing Insulation Report.doc November I7,2003 —-z— X I) u Framing/Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request eived: Queensbury Building&Code Enforcement Arrive: a De 742 Bay Road, Queensbury,NY 12804 Inspector's Initia NAME: PERMIT#: 03-SE-s LOCATION: L):k::: INSPECT ON: TYPE OF STRUCTURE:— :- Framing Y ' N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly , 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in.or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls z> Metal Strapping for Notches Top Plate /I V2(w) 16 gauge(8) 16D nails each side 'Draft stopping 1, deer trusses Anchor Bolts 6 ft.Ur—less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire w 12, 3,4 hour restopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Y2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5,7'sf above/below grade 5.0 sf grade L:\Suellemingway\Building.Codes.Inspection.FOkMS\FramingFirestopping Inspection Report.doc January 28,2003 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection req tr c Queensbury Building&Code Enforcement Arrive: a p art: Au-�4 M 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: P- pa9 PERMIT#: 2'ba LOCATION: Ito -)r--,V INSPECT ON:apq TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs/Headers Bracing Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft,floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration scaled 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X CeilingAvall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7-sf above/below grade 5.0 sf grade LASueHerningway\Building,Codes.Inspection.FORMSTraming Firestopping Inspection Report.doo January 28,2003 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection reque e eived:,n uZe In Queensbury Building&Code Enforcement Arrive: a pm D am/pm 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initi NAME: c PERMIT#: LOCATION: K INSPECT ON: TYPE OF STRUCTI JR E— Y N N/A �Kming COMMENTS Ja S Headers /Bd ging oist hangers ers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center - ?- -_V7 Ice and snow shield 24 inches from wafl— Fire separation 1, 2, 3 hour Fire wall,2, 3,4 hour Firestopping Penetration scaled 16 inch insulation in cavity min, Garage Fire Separation House side 112,inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade i,:\Sue]4emiiigway\Building.Codes,lnspectioii.FORMS\FramingFirestopping Inspection Report.doe January 28,2003 Framing/Firestopping Inspection Report Office No. (518)761-8256 Date Inspection reque, recei4ed / - ,"'- Queensbury Building&Code Enforcement Arrive: Depart: - --5 742 Bay Road,Queensbury,NY 1.2804 Inspector's hutiaf :;,`-/ V NAME: PERMIT#: a r_-t�:D LOCATION: INSPECT ON:zlz TYPE OF STRUCTURE: Y N NIA Framing COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq- ft.floor trusses Ancho olts 6 ft. or less on center \,,lee-and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall.2, 3,4 hour Firestopping Penetration scaled 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7.sf above/below grade 5.0 sf grade L.-\Suellemingway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 2g,200 Framing/Firestopping Inspection Report Office No. (518)761-8256 Date Inspection re t recei d: Queensbury Building&Code Enforcement Arrive: amJp e rt: am/Q�� 742 Bay Road, Queensbury,NY 12804 Inspector's Ini NAME: 6 0 A >—? PERMIT#: zno LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N—'N/A COMMENTS Jack Studs/Headers Bracing/Bridging XA P Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. VXT Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I !/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SuelIemingway\Building.Codes.Inspection.FORMSNFramingFirestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: 11-12-o-3 Queensbury Building&Code Enforcement Arrive: A 11G an�/vm. Depart: am/pm, 742 Bay Road,Queensbury,NY 12804 Inspector; itia is: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: U, Framing Y N NV. COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft. floor trusses Anchor Bolts 6 ft. or less on center gjMd sng&-Ald 24 inches from wall V V1 ire separation 1, 2, 3 hour Fire wall,2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in. (W) 5.7.sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection,FORMS\Framing Firestopping Inspection Report.doe January 28,2003 Framing/Firestopping Inspection Report Office No. (518)761-8256 Date Ins ectionre r eiv Queensbury Building&Code Enforcement Arrive: ep I3a 742 Bay Road, Queensbury,NY 12804 Inspector's Ihni � NAME: C) PERMIT#: LOCATION: -A k 0 ),rAp, INSPECT ON: TYPE OF STRUCi01ZA:'-cQ.4,4 If V Framing Y N N/A COMMENTS Jack Studs Headers Bracing Bridging OMM/ENTS Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft. floor trusses Anchor Bolts 6 ft. or less on center ce and sn K ielL214 incheAfrom wall g\e— a Fire separahkh 1, 2,`3 our t Fire wall 2,3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7'sf above/below grade 5.0 sf grade LASuel-lerningway\Building.Codes.Inspection.FORMSTrarning Firestopping Inspection Report.doe January 28,2003 Septic Inspection Report Office No.(518)761-8256 Date Inspection request re ived: Queensbury Building&Code Enforcement Arrive: 742 Bay Rd.,Queensbury,NY 1,2804 Inspecto��Mr NAME: LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Typ • a am/Clay .-Type o unicip_al2AVell Water Waterline sea istance ft. Well separation distance ft. Other wells:, ft, Absorption Field: Total length ft. ' C,,,,WrNc—a Length of each trench Rp IS:?ft. Depth of trenches Size of Stone Seepage Pits: Number ' CJ Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box a :, Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank sic> ft. Foundation to abso tion Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Fr t Middle Rear System Use St us: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 29,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection reques jeeive Queensbury Building&Code Enforcement Arrive: -am/ epart: a 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial .oe?A NAME: **' 1- �11-L i- P IT#: 0,3 LOCATION: - I U SPECT ON:, TYPE OF STRUCTURE: Comments Y N N/A 400ting / �) 0 Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width 6 inches above*footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper, Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHen-dngway\Building.Codes.hispection.FORMS\Foundation inspection Report.doe January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received*Queensbury Building&Code Enforcement Arrive: — a �epart:G-P am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's NAME: t PERMIT#: 3- s�s LOCATION: INSPECT ON: TYPE OF STRUCTUItE: Comments Y N N/A gs Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Danipproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report,doc January 28,2003 - 7 F undation Inspection Report Office No. (51`8)761.8256 Date Inspection request re ived: C t} - Queensbuty Building&Code Enforcement Arrive: L-D Ca D art: ; pm 742 Bay Rd., Queensbury,NY 12804/ Inspector's Initials: NAME: f` PERMIT#: LOCATION: INSPECT ON: O U TYPE OF STRUCTURE: Comments l Y N N/A 1 Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place t 11f oundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior 1 Exterior ,. R- °"ough Grade 6 inch drop within 10 ft. , gwayU3tti]ding.Codes.Inspection.FORMS\Foundation Inspcction Report.doc January 28,2003 't Foundation Inspeciion Report Office No. (518)761-8256 Date Ins ec tia�n uest ive Queensbury Building&Code Enforcement Arrive: h a D art: _ o m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector s itial . r I' �NAME: P T#; LOCATION: PECT ON: TYPE OF STRUCTURE: {� 1 Comments Y N N/A ootings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 1.2 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\,SueHemingway\Building.Codes.luspection.FORMS\Foundation Inspection Report.doc January 28,2003 Project Name: BP# Address: V Building Pen-nit Submission Mdt*Dz4LT & Cawrnizl b4az Checklist All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of Queensbury Building Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. I 1. Building Permit Application Completed... ... ... ... ... ... ... ... ... ... ... ... .. ye sOno Dn/a 2. EnergyForm or Checkbdate Energy Code Compliance Forms Complete Ono Fln/a 3. Energy Code Inspector's Report from Checkmate Program... ... ... ... ... , yes Dno Dn/a 4. Septic application completely filled out(if applicable)... . ... ........ 0-%S nno nn./a 5. Electrical Inspection Form... ... ... s Dno nn/a ... ... ... ... ... ... . . -,���Yyce 1 �- ... ... ... . . 6. Two(2) sets of plans showing the following: ... ...... ... ... ... ... ... ... ... ... ...-[�]�s [:]no Dn/a 6a. Floor plan(s)... ... ... ... ... ...... ... ... ... ... ... ... ... ... ...... ... ... ... Dyes nno nn/a 6b. Foundation plan... ... ... ... ... ... ...... ... ... ... ... ... ... ... ... ...... ... ..Dyes Ono Fln/a 6c. Cross section(s)... ... ....... ... ... ... ... ... ... ... ... ... ... ...... ... ... ... ... Dyes [-Jno nn/a 6d. Elevations ... ... ... ...... ... ... ... ... ... ... ...... ...... ... ...... ... . [-]yes nno nn/a 6e. Design loads 'including floor,snow load,and wind load... ... Dyes nno Dn/a 6f. Seismic design(required after Jan. 1,2003)... ...... ... ... ... ... ... ... Dyes EJno nn/a 6g. Plans signed by registered architect or engineer,signed... ... .. . [-]yes Flno Dn/a and sealed by a registered architect or engineer 6h. Window and door schedule... ... ... ... ... ... ... ... ... ... ... ... ...... Dyes Flno Fln/a 7. Two(2) site plans showing location of the structure to be built,... ... ... zs nno, Dn/a location of well or water lines,location of septic system or sewer line with all setbacks and separation distances shown,and all improvements to the property. 8. Solid Fuel Burning or Gas Appliance Form(if p'cable)... ... ... .. F❑Jyes Dno 9. DrivewayPermit... ... ... ... ... ... ... ..... Dyes Dno Dn/a Date: e,C Staff Initial: L.\Suel-lemingway\Bu7dding.Permmiit.FORI\Ge�neric Cheffist-doc DRAFT COPY (3/21/03) - CHECKLIST �53� �1�7 NYS BUILDING CODE (13%, Building: NYS FIRE CODE (FC) NYS PLUMBING CODE (PC) . Location: NYS MECHANICAL CODE (MC) NYS FUEL GAS-CODE (FGC) Date: 7 36/0 NYS ENERGY CODE (EC_C) Reviewer s MP, Publication Date: May 2002 COMMERCIAL MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 - Flood Plain 50-1603.1.6, 285 3 Separated or Non-Separated` .BC-3.02.3 18 occupancies* 4 • Occupancy BC-302 17 5r Type of Construction BC-Table 601 -81 6 No. of Sleeping Units/Level BC-202 14& No. 6f Units—Total 31 No. of occupants BC�Table 1003.2.2.2 201 7 Covered Malls BC-402 33 Hi-Rise (75' Rule)' BC-403. 36 Atriums BC-404 37 8 Basement Definition BC-502.1 71 (See page 8 of this check list) Legend: NR= Not Required NS Not Shown NA= Nat Applicable- Note: Non-separated occupancies impose the most restrictive.requitements JAM ;Page 1 of 1,0 ,rt No. Topic Code Page Required Actual Section No. or'Allowed 9. Heights & Building Areas Maximum Tabular Area BC-Table 503 72 -Maximum Tabular Height BC-Table 503 72 � Maximum Stories BC-Table 503 72 (, Ll Mezzanines BC-505 73 10. Sprinkler System (water) BC-903 168 Basement Sprinkler BC-903.2.10.1 170 � Yt Water Source Sprinkler BC-903.3.5 172 2� Water Source Site FC-508.1 31 fir' 11. Frontage &Sprinkler Credits Area Modifications (ca/c.) BC-506 74 / Height Modification's BC-504 .73 12. Height&Area Summary: Ht/Area Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 75 'y Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/Flr. x No. of Stories up to 3 maximum) 13. Fire Apparatus Road_ FC-503.1 29 � (150' rule) 14. Exterior Walls Distance Separation* BC-Table 602 82 'Exterior Wall Openings BC-Table 704.8 87 Parapets BC-704.11 88 Exterior Wall Coverings BC-Table 1405.2 257 Exterior Wall Finishes BC-Table 1406.2 261 Combustible * Distance separations are doubled if fire fighting water-is not available (FC-508.1.3). NOTES; JAM Page 2 of 10 No. Topic Code Page Required Actual Section No. or Allowed 15. Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 Oil 4 Accessory Occupancy BC-302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Control Areas BC-414.2 52 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 Fire Partition (Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 Opening Protectives BC Table 714.2 101 Fire Blocking BC-716 107 Draft Stopping BC-716.3 108 16. Space Min. Rm. Dimensions BC-1207.1 251 Min. Ceiling Height BC-1 207.2 251 17. Ventilation (Nat. or Mech.) BC-1 202.1 249 18. Light(Nat. or Mech.) BC-1 204.1 250 19. Exits '2, 73 Occupancy Load BC Table 1003.2.2.2 201 One Exit Permitted BC Tablel 005.2.2 '224 Stair Enclosure BC-1 005.3.2 224 Emergency Egress BC-1 009.1 235 Distance of Travel BC-Table 1,004.2.4 220 Aisle Width BC-1.004.3.1.1 221 Corridor Width BC-1 004.3.2.2 221 Capacity of Exits (ca/c.) BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Table1004.3.2.1 222 Corridor Dead End BC-1 004.3.2.3 222 3!6 Door Width BC-1 003.3.1.1 208 11 Door Swing BC-1 003.3.1.2 208 Panic Hardware BC-1 003.3.1.9 213 20. Stairs .00 Riser BC-1 003.3.3.3 213 Tread BC-1 003.3.3.3 213 Width BC-1 003.3.3.1 213 Headroom BC-1 003.3.3.2 213 Vertical Rise BC-1 003.3.3.6 215 Handrails OC-1003.3.3.11 215 bc 16o3i*3,2-,i?— JAM Page 3 of 10 No Topic Code Page Required Actual Section No. or Allowed 21. Structural '000 Snow Loading---Ground BC Fig 1608.2 296 Snow Loading---Roof(cald.), ASCE.7-98 Drifting Snow BC-1608.7 295 Ponding BC-1608.3.5 295 Floor Loading BC Table 1607.1 291 Balcony Loading BC-Table 1607.1 291 Wind Loading (talc.) BC-1609 297 Roof Walls Windows Seismic Loading (talc.) BC-1614 315 Foundation Depth BC-1805.2 398 2.2. Interior Finishes BC-Table 803.4 161 23. Swimming Pools BC-3109 629 24. Sun Rooms BC Appendix 1 693 25, Electrical Exit Lights or Signs BC-1 003.2.10 203 Emergency Lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 General Lighting-Exits-Stairs BC-1003.2.11 204 26. HC ACCESS Exempt Buildings BC-1 104.4 238 Parking BC-Table 1106.1 - 239 Route BC-1 104.1 238 Entrance BC-1 105.1 239 #of Sleeping Rooms BC-Table-1*107.6.1.1 241 #of Dwelling Units BC-1 107.6.2 241 P-Toilet Facilities BC-1 109.2 244 Service Counters BC-1 109.12.3 246 Areas of Refuge BC-1 003.2.13.5 207 Signage Supplemental HC Req'mts Appendix E 681 27. SPECIAL INSPECTIONS BC-1704 1-379 1 1 Notes: r Awesi JAM /VC. r . "/I Page 4 of 10 1 No. ' Topic Code Page Required Actual Section No. or Allowed 28. Fire Protection Equipment Central Station Monitoring FC-901.9 '52 Sprinkler Systems FC-903 55 4 Other Extingushing"Syst. FC-904 59 ~F Kitchen Hood Extinguisher FC-609.8 41 Standpipe Systems FC-905 62 1 , Fire Extingushers FC-906 64 Fire Alarm Systems & SD FC-907.2 66, Fire Alarm Boxes FC=907.4.1 72 Smoke Detection FC7-907.2.10 68 Hi-Rise Fire Safety FC-907.2.12 - 69 Visible Alarms FC=Table 907.10.1.2 73 Smoke'Control FC-909 75 Smoke Vents FC-910 82 Fire Pumps FC-913 85 29. Plumbing Code Fixture Count PG Table 403.1 21 Water Supply Service Pipe Size PC-603 33 Fixture Pipe Size PG-603.1 33 ,, - Pipe Material PC-Table 605.4. 36 Labor Law Art. 10-A UFPBC-904.6 12,340 Pipe Insulation See Energy Code - Backflow Prevention. PG-Table 608.1 41 Sprinkler System PC-608.16.4 44 Lawn Irrigation PC-608.16.5 44 Pipe Freezing PC-305.6 14 Sanitary Drainage Drain Pipe Size PC-Table 709.1 54 Drain Pipe Material PC-702 47 Labor Law Art. 10-A UFPBC-904.6 12,340 Vent Size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC=917 67 Notes; JAM Page 5 of 10 No. Topic Code Page Required Actual Section No. or-Allowed 30. Mechanical Code Ventilation Rates. MC-Table 403.3 24 f f-Z,,o Propane Below Grade MC-502.8.10:1 31 Dryer Exhaust _ MC-504 33 Kitchen Exhaust MC-506 34 Kitchen Hoods MC-507 37 Kitchen Make-Up Air MC-508 -39 Chimney Termination MC-Table 511.2 41. - , Air Plenums MC-602 47 . Fire&Smoke Dampers MC-607.5.1 52, Combustion Air MC-701 55 Confined Spaces—Dei'. MC-202 5 31. Fuel Gas Code Appliance.Location ' FGC-303 18 Combustion Air FGC-304, 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403. 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig. 503.5.4 63 Gas Vent Termination FGC-Fig. 503.6.6 65 Exit Terminal location FGC-503.8 - 68 Clothes Dryer Exhaust FGC-613 96 Unvented Room Heaters FGC-620 99 32. Energy Code Prescriptive Method ECCC-Table 602.1(1) 50 High Truss Credit ECCC-602.1.2 51 Pipe Insulation—Heating ECCC-Table 503.3.3.1 44 Duct Insulation—Heating ECCC-Table 503.3.3.3 45 Pipe insulation—Hot Water ECCC-Table 504.2 47 HWH Neat Trap ECCC-504.7 47 COMcfeck Computer Software Compliance Report Required c 1« Notes: eirYeg�s �r L: JAM Page 6 of 10 We need to know the types of interior finishes that will be provided throughout the building. OWe need exit fights and emergency lights shown throughout the building to provide proper exiting for the occupants of the building. 11) We need a handicapped detail on the toilets to show elevations on the toilet rooms to show that all mounting of associated handrails and sink heights will be met. Sri/ /' CIj If there is a hood shown in the break room, it must be provided with a fire protection system, depending on the type of stove installed. The sink in the break room must be handicapped accessible as well. eg /All exterior doors are required to have canopies equal to the door swing. All exits must go to grade so that handrails and ramps are not required. OThe reception area must have a handicapped service counter at 34 inches in height. All plumbing in the building is allowed to be PVC, however, the Department of Labor Law requires cast iron or copper. Therefore,if a charge is filed with the Department of Labor,cast iron or copper pipe could be required to be installed in this building. There are no clean outs shown on the plans. (OWe need the engineer to stamp the comcheck program. 9We need to know the type of heating system that will be provided to this.space,and its location. t=" t JOB SITE ADDRESS " ' }Q DATES OWNER R, b.�P 3*RP APPLICATION# O]C SZr_FILE# `tMt Y °f�kX' fFk.J'i 1 CnJ hY lY"' auu�sc�EauL�zz�� wcNa ,S, ; '�' ' fP. �' , ne'� - 1 EGRESS l Y d "Ir�L �m:� 1 } .��r y ra .�?:G11•u�+���' e<�" �-�x,.vl�r�k�?�ti ti,! � 7:«.*�„-,:7�"x•�2'F,'.,,.,�ss,^;-+;. li. .$�"'k��. �.°���w�'�a'•o:; :� �/.,''i.N"+�'.r+'.Yw,1a"�S b�'^�.,� W(NDOWr °; MgDEL�O.Rl1NITORa<OPENING 4P N1NG IllSIBi.E 3Q;�1.�t CI.R�x :<; CI1#R OPENING N �,h.rra s+;,µ�s�s i �w a �� � � � �,F� t�ty i ab � 1 S NtIMBERi.MFGrNAME TY!? , ;STOCK:# 1 �WIDTi HEIGHT, l.[GHTa ,�,VENTk OP,, NING V�DTHx,x:0EIGHT �� �: CW155-3 ANDERSEN CASEMENT LNR T-1718" 5'-5 318" 30 18.2 7.6 5915/16" CW255 ANDERSEN CASEMENT LR 4'-8" 5-5 318" 20 9.4 8.8 5915116" 7 ANDERSEN CASEMENT N 2-16" 84" 18 NA NA NA 6 ANDERSEN CASEMENT N 4'-0" 8'-0" 30.5 NA NA NA 5 ANDERSEN' CASEMENT N 21.011 71,0" 13.4 NA NA NA 4 ANDERSEN CASEMENT N 41.011 5'-6" 21 NA NA NA f A G /1 JI l JOB SITE ADDRESS t b 40 DATE BUILDING PERMIT NATURAL LIGHT,VENTILATION AND EMERGENCY EGRESS REQUIREMENTS ffi O . �- IK��p "N " iL MlAP_ ` g�k.. lm ' M 7NvRE REQ. :. ESQTg, fNq A g �f.00Ei AN f'OFAO 11 ih' Quk, EN, e. Al PRIVATE OFFICE 434 34,72 60 17.36 36.4 7.61 HYGIENE 1 112 8.961 20 4.48 18.8 8.3 HYGIENE 2 ill 8.88 20 4.44 18.8 8.3 HYGIENE 3 ill 8.88 20 4.441 18.8 1 8,3 LIBRARY 173 13.84 30 6.92 18.2 1 7.61 ADMIN OFFICE 216 17.28 30 8.64 18.2 7.6� BUSINESS OFFICE 348 27.84 50 13-92 37 8.3 RECEPTION .546 43,68 70 21.84. 18,8 23 CONFERENCE 280 22A 30 11.2 18.2 7.6 RED ROOM 196 15.68 30 7.84, 18.2 7.6 ORANGE ROOM 196 15.68 30 7.841 18.2 7.6 ROSE ROOM 196 15.68 30 7.84 18.2 7.61 ,r SURGERY 322 25.76 30 12,88 18.2 716 INPLANT ROOM 147 11.76 0 5.88 0 0 GREEN ROOM 169 13.521 20 6,76 18,8 8.3 STERILIZATION 157 12,56 BORROWED 628 BORROWED 0 LAB 222 17.76 BORROWED 8.88 BORROWED 0 DARK ROOM 86 6.88 BORROWED 3.44 BORROWED 0 X-RAY 112 8.96 BORROWED 4.48 BORROWED 0 STAF LOUNGE 118 9.44 BORROWED 4.12 BORROWED 0 - r TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 518-761-8201 Raw August 5,2003 Bill Herlihy RE: Sharpe Dental Office Hunterbrook Lane Dear Bill: The following is a list of items that need to be shown on the plans in order for this Department to issue a building permit. A sprinkler system must be shown for the basement area. A note on the plans needs to state that the sprinkler system will be installed to NFPA 13 Standards and that plans will be submitted to the Fire Marshal's Office prior to installation oThe utility room must have a one hour ratio .with a three 4uarter hour fire door. Slokl ,�A '40-*rye/e P You are required to provide firestopping,draftstopping,ai 3,000 square feet in the attic area,and if you should choose to use floor trusses in any area,you must draftstop,at 1,000 square feet. You.need to calculate the light and ventilation required R reach room,however the interior rooms are not provided with any light or ventilation.. Therefore,you must provide mechanical ventilation at a rate of 15 to 20 cubic feet per person to occupy the building. Two exits are required from the basement given the squarefootage. The exits must be separated from each other by half the diagonal distance of the basement. If the basement is sprinklered that distance can be reduced to one-third the diagonal distance of the basement. The two exits must be fully rated,three-quarter hour-e-xms--wit ti-tta-lee-quarter 7ir—e-Jo-o-r-s-a-t-tap amd-battem an exit directly to the exterior. <�i�� There are doors shown on the floor plan that must be 36 inch doors. Thirty-two inch doors are not acceptable as they will not meet the clear opening requirements. (OWe need a cross section through the building showing the stairs to assure that there is six foot eight headroom, and that you have the proper rise and run of seven inch rise, eleven inch run on the stairs. Guards are also required around the doors. At the top of the existing stairway shown on the plans,you must lengthen the platform to equal the width of the stair. You cannot have a doorway ol?en directly on to a stair without a platform at the top and bottom equal to the door width. ede-.17 /1-" We need all the structural calculations for snow, wind and floor loading, as well as seismic addressed in a computer program or calculations written out and stamped by a structural engineer. "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 01/23/2003 14:29 5167867299 CT MALE ASSOCIATES PAGE 02102 C.T. MALE ASSO IA1"ES,. P,c. # La 50 Century H HI arlve; P. 0.Box M,Latham,New York 12110-0727 � + 618,786,7400 •FAX 51$,786.7295° www.ctmale.com July 23,20(3 Mr.Craig Brown zoning A.dministratoi.-,Code Compliance Officer 'Gown Qf Queensbury, 742 Bay Road Queensbury,New Yoirk 12804-5902 RECEIVED .fie: SP 34-2003 Robert B. Sharp; I)L)S, .MSTa TOWN OF QUEcNSBURY SignO . PLANNING OFFICE Dear Mr.Brown: In reference to the Sh'#p Office'Building project,we ytave received a.resubmittal from the applicants eng'neer consisting of an e-mail with attached revised drawiTiP., The revised drawings inc..Uded C1, C3 and D2. The latest revision date shown on those drawings is July 16,2!003. The revisions showniin the xesubn-dttal address the comments r ade iii our previouS letters. if you have any quesltion.s related to this matter,feel free to call bur office. Sincerely, C.T.MALE ASSOCIATES,P.C. T.J mes llouston.,T'h. Senior Civil Engineeiy i • C: applicant • k:�roJeob�0oG212�tlmEnlprolecis�e piansti2003�34.zlra�p�200.9.47.�3,^IgnaN.tloc ' i ADIRON-DACK DENTAL IMPLANT CENTER s ( Y l2 O 8ER T E . S " ARP , D.V. S. , M. " ..U. 16 PEARL STREET, SUITE 202, GLENS FALLS, NY 12801 Telephone: (518) 793-5908 FAX: (518) 793-5908 A D I C August 8 , 2003 David Hatin Building Department Town of Queensbury Queensbury, NY 12804 Dear Dave, Thank you for your assistance- to date with our proposed office building. We are trying hard to bring it to compliance with NYS Building Code. With regard to the requested use of PVC pipe in the building, I have enclosed a copy of a letter and technical documentation from Raymond Maloney, who will be supervising the moving and reinstallation of our dental equipment. His documentation covers the need for PVC with our x-ray and suction equipment. In addition, I am planning to install a water treatment system for our dental operatories. The system will temper, filter, dis- infect ,with ultraviolet light and circulate the water. It is recommended that the piping be PVC to eliminate reaction of the water with iron or copper pipes which would increase the level of metallic ions in the water. I would appreciate your allowing us to use PVC plumbing for the building for the above reasons . Thank you. Sincerely! } Robert E. Sharp, D.D. S. ,M.S.D. Enc. w w w r o b e r t s h a r p d d s m s d . c o m 1 RAYMOND MALONEV Medical and Dental Equipment Repair MEMO TO : From: Mr . Ray Maloney Re : Dental Office waste line considerations . To Whom It May Concern : As regards the use of -a Cast Iron Dr'ain Line , the Waste Line required on the Automatic Film Processor , Manual Film - Developing Tank , and the sink in the Dark-Room area should be of a material impervious to the chemical action of Film Developer and Film Fixer components . - (I.E. - cpvC, PVc , or glass ) . Any copper , brass , -and or iron fittings must be avoided, as they are reacted upon by , and decomposed by , Film Development Chemicals . Yours _,Truly, Ray Maloney President, 323 Clay Hill Road Fort Ann, NY 12827 (518) 639-8963 RAYMOND MALONEY Medical and Dental Equipment Repair To : From : Ray Maloney Re : Dental Office Vacuum Supply Piping { For Dr To whom it may concern The Vacuum Supply Piping to be provided by the Plumbing -Contractor must be installed to the Manufactures specifications (see accompanying documentation ) . This supply piping must be PVC or equivilent , of the proper diamenter , due to the characteristics of the material being drawn tbrough it . This material does not enter the waste water system , as it is separated out in an internal collection cannister intergral in the vacuum producer . Should you require any additional information , please feel free to call me . Thank you , Ra,y1aloney 323 Clay Hill Road Fort Ann, NY 12827 (518) 639-8953 SITE REQUIREMENTS If: '&iR nl,a 1,1; �KI Ilk *_0110. MIA, c a, lICUUM • rgiR nl,a ;ac QM InMjj_.,_ 4-inch I.D. copper tubing from header to operatories, side of unit. Vacuum connection to MVS 80 Unit can be made on either ATER To be installed by plumber according to-local building codes. Hand shut-off valve is recommended for supply line alongwith installation of union orequi- UNE • valent between unit and hand valve. Fittings are provided in MVS 80 Unit for connection to either 1/4 inch,3/81nch or 1/2 inch Zr: I PS. Depending on installation, applicable codes may dictate the vacuum breaker be elevated • and without change of position with respect to flow. ASTE & * To be installed I by plumber according to local building codes. PENT LINES 0 Never pipe exhaust of MvS'80 Unit over 48 inches above base of unit. Keep Air/Water Separator within this lim . discharge to outside atmosphere in accordance with applicable code. if code Pipe air disc t is recommended. Use connection to 2 inch minimum diameter vertical vent permits, er tube, Adapt to Suit. plastic or-copp NOTE When a N20 scavenger mask is used with the vacuum system, the air exhaust must be plumbed horizontally to an outside vent. Use of Air/Water Separator is recommended for all installations. ELECTRICAL • Electrical supply and low voltage control wiring to be installed by electrician according to local building codes. MVS-80 units require single phas , 230 VAC, 60Hz supp only.CIRCUIT Circuits must be protected by time delay fuse or inverse time circuit breaker as listed PROTECTION chart. ELECTRICAL SUPPLY CONTROL WIRING REF LINE 1-1/2-0.8cmV (RH sid*mys Unh) FOR ELECTRICAL BOX 20' 0 17-1/2" (44.5 CM) ...... 3!' WATER VENT 25" 22' (63.5 CM) 12" VACUUM DRAIN 6. 12" NOTE r&CUUM. VENT. DRAIN ND/ R 28"(71.1cm) FLOOR DRAIN CAN BE LOCATED ON OPPOSITE SIDE OF MYS 80 UNIT AS AN ALTERNATE LOCATION. Figure 2MVS Unit Installation PBIINC. MECHANICAL -ROOM INSTALLATION -V YUAC.IJUM PIPING: 1" P:VC pipe-srhed'u.•1e,:40 supp.laed by cnntrac'tor'' shauli bey' a ns,tal,hed n accordance w h. denta 1; uni t-requ i remenU WATER PIPING: z" COPPER PIPE protruding I" through floor or wall with a 2" shut off valve terminating with z" FPT supplied by contractor. Water should be flushed clean before making final connections to vacuum pump.. WASTE: 12" SEWER line with "P" Trap terminating with 3/4" FPT supplied by contractor. ELECTRICAL: 230Volt ' conduit and box with cover plate and 3 ft. flexible conduit supplied by contractor. 11OVolt z" conduit and box with standard duplex recep- tacle and cover plate supplied, by contractor. LOW VOLTAGE: The vacuum pump is manufactured with a 24Volt transformer and relay assembly. This is used for on-off operation and should be wired from one on-off location to the vacuum pump with 18/3 bell wire. LOW VOLTAGE ELEC• c) WASTE COLD WATER VACUUM PUMP VACUUM WASTE PIPE s st 2 - LA a SPECIFICATIONS ORAL VACUUM SYSTEMS INSTALLATION SPECIFICATIONS INSTALLATION SPECIFICATIONS ELECTRICAL CONTROLS PIPE SIZE WATER WASTE 116 Volt single phase 30 Toggle twitch in each room i"I.P,S.,P•V.C. %r" gate valve reduced to Stand pipe reduced to X" CV•101-H ampbr#akar separate circuit or master switch when Schedule 40 1/8" FIP FIP or floor sink.When us. HI VAC 3 prong outlet has built-in pump is adequately vent{- ing floor sink order siJen<er thermal protection for 220 lated. Vote"me as CV•102-H Toggle switch in each room CV-102-H 230 Volt single phase 40 or master switch when 1"I.P.S.,P.V.C. %" gate valve reduced to Stand pip#reduced to it" HI VAC amp breaker separate circuit pump is adequately venti• Schedu It 40 1/8" HP FIP or floor sink.When us• wired direct by electrician lased. ing floor sink order silent#r .. C0^202 P Y ags s On#•'eentrai switch weth o';,. uP to'4"�orieietor",4 IPS None Used with worst#eolloc- near starterr am! heaters red mdcetor hgh ios t at#d PVC schedule 40 lion tank URBlN per local code +n the oNce,ar a day omit• 'r-- ,. Same as CD 202 Some as CD 202 up to 16 operatoriers 2"IPS• None, Used with separate coll— CD-203 PVC schedule 40 main line lion tank TURBINE with M' branch lines to each operatory Cd-205 Semi as Same as Up to 26 operatories 2%" None tied with separate.0119c- CD 202 CD 202 IPS PVC with 151"branch tion tank TURBINE line to each operstory C0•Z07yr Same 4s Some as Some as None Uwd with separate coilec- CD 202 Co 202 co 205 lion tank TURBINE CO.210 Same as Same as Vary considerably.Sh slid None Usad with separate Coll". TURBINE CD 202 CD 202 be laid out by Custom VeC tron unit Division HI SALIVA COLLECTION VOLUME EJECTOR MOTOR TANK HOSES HOSES CV•101-H Norse 1 1 CV•102-H Note 2 2 SPECIFICATIONS— CD•202 t CT•108•Gt 4 2 RECOMMENDED CT-120-G USAGE TABLE CD•203 t CT-120-G 6 3 Whenever 4 doctors or more CD•205 t CT•155 G 8 4 are operating on the some systems, Custom Vac reco- mmends using two turbines CO.207% t CT-155-G 15 6 in saves,This insures a back- up syftem. CO.210 t CT-165-G 25 10 t Useble CFM increaese when two turbine units are irlstelle d In series. v ' Revised 11-30-71 Ctblxn-Cum dlvl5+�1 _ ���...+//I���a✓//dand rr�i ca 1.1 a FLOOR STAND VALVE & FILTER ASSY. ASSY. NO. 6-4501-400 HAREW000 FLOOR ...........40 i r � 2��Orn. HOLG ✓���\11 z rN r�oora 11�' / r 3 / SLAB FLOOR s � 1 Pt PG l 0 DT RAP O O o , INDEX CITY PART NO, DESCRIPTION 1 1 6 4568 OOJ,_....w-Riser Tube Assembly 2 Existing 6'-45i6-020 'Bushing reducer PVC 1'r5 x 1Y.used only when branch line to 4 noperatory -.fi-nttII"during plumbing phase}_ ° 3 Existing 4533'A11 Cauplirig PVC, , 40nstalledkduring pJurtil ing phasel 4 Existing 6.4618=016 "Tube 01. 1'l."'Sched0i 40{Installed urinq piuiribing p 1 5 Existing 6 4541-014 Elbow PVC.1'/."90° long tn sweep( stalled during plumbin RPh see) 6 1 6-4624-001 Washer Ball Cock 7 1 6-4579.002 Nut Lock Brass a 1 6.4521-010 Cap 1'%CP 9 1 6-4541-039 Elbow Chrome Swivel 10 1 6.4545.001 Filter Assembly CP 11 1 6-4572.004 Manifold Assembly Filter 12 2 6.4584-010 Plug Closure Medium 13 3 6-4611-026 Screw Phillips Oval SMS 12 x 1 Plated 14 3 6-4506.001 Anchor Lead,Used only with concerete floor installation(not shown) ASSEMBLY CONSISTS OF INDEX NUMBERS 1,&6 THRU 14 Note: Riser tube index (1)when inserting into position,in some cases a loose fit may exist. If so,wrap extended portion of riser tube with one or two layers of plas- ,tic electrical tape.This will insure a tight fit and sealed system. Index number 12) is used only when the branch lines from the operatories to the trunk line is run in 1'%"tubing. In most installations branch lines will be run in 1'h"tubing.Therefore,index number(3)will be terminated at floor Ivvei.When smaller lines other than 1%" tubing are installed, this will require increasing the size at floor level to 1'/." coupling in order to receive the riser tuba assembly index number (1) ct�m wcuxn dMivon ��..���../// den cicz r 4q co 3-1 Permit Number Envelope Compliance Certificate Checked By/Date 90.1 ('89) Code COMcheck-EZ Software Version 2.4 Release 2c Data filename:C:\Check\COMcheck-EZ\SHARP JOB.cck Section 1: Project Information Project Name: ADIRONDACK DENTAL IMPLANT CENTER Designer/Contractor: WILLIAM HERLIHY Document Author. Telephone: Date: Section 2: General Information Building Location(for weather data): Glens Falls,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 355 Building Type Flbor Area Medical and Clinical Care 5773 Project Description(check one): New Construction —Addition —Alteration Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Bldg. Dept. Use I Air Leakage,Component Certification,and Vapor Retarder Requirements I I J 1. All joints and penetrations are caulked,gasket6d,weather-stripped,or otherwise sealed., 2. Windows,doors,and skylights certified as meeting leakage requirements. 3. Component R-values&U-factors labeled as certified. 4. Vapor retarder installed. Climate-Specific Requirements Gross Cavity Cont.' Proposed Budget Component NameAkscriy on Area R-Value R-Value U-Factor U-Factor Roof 1:All-Wood Joist/Rafter/Truss 5773 38.0 0.0 0.028 0.051 Exterior Wall I-Wood Frame,Any Spacing 3190 19.0 0.0 0.069 0.074 Window 1: Wood Frame,Double Pane with Low Clear,SHGC 0.63 496 — — 6.340 0.520 Door 1:Air Lock Entry 142 — — 0.350 0.120. Basement Wall 1: Solid Concrete or Masonry>81' Furring:None,Wall Ht 10.0,Depth B.G. 9.0 3180 - 11.0 0.079 0.098 Door 2:Glass,Clear,SHGC 0.57 67 - - 0.350 0.520, (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 25%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 90.1 (89)Code requirements in COMcheck-EZ Version 2.4 Release 2c and to comply with the mandatory requirements in the Requirements Checklist. 40k 'Vi9cipal Envelope besi me Si ature Date OitSSION414 Ike*ONTT/t Gym THE SIB Permit Number Lighting Compliance Certificate Checked By/Date 90.1 ('89) Code COMcheck-EZ Software Version 2.4 Release 2c Data filename:C:\Check\COMcheck-EZ\SHARP JOB.cck Section 1: Project Information Project Name: ADIRONDACK DENTAL IMPLANT CENTER Designer/Contractor:, WILLIAMBERLIRY Document Author: Telephone: Date: Section 2: General Information Building Use Description by: Whole Building Type Building ine Floor Area Medical and Clinical Care 5773 Project Description(check one): New Construction —Addition —Alteration Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Bldg, Dept. Use Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 10391 7872 YES Exterior Lighting 1 2. Type(s)of exterior lighting sources: _Fluorescent —Metal Halide Jigh-Pr. Sodium Exceptions: Specialized signal,directional,and marker lighting;lighting highlighting exterior features of historic buildings;advertising signage;safety or security lighting;low voltage landscape lighting. Controls,Switching,and Wiring 3. Master switch at entry to hotel/motel guest room. 4. Minimum of two switches,dimmer,or occupancy sensor in each ispace. Exceptions. Only one luminaire in space; Security lighting,24 hour lighting; The area is a corridor,storage,restroom,retail sales area or lobby. 5. Photocell/astronomical time switch on exterior lights. Exceptions. Areas requiring lighting during daylight hours ] I 6. Tandem wired one-lamp and three-lamp ballasted luminaires. Exceptions: Electronic high-frequency ballasted luminaires not on same switch Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application_ The proposed lighting system has been designed to meet the 90.1 ('89)Code requirements in COMcheck EZ Version 2.4 Release 2c and to comply with the mandatory requirements in the Requirements Checklist. r Principal Lighting esigner- a ignatureA Date Q�aFESSfONq j , %O NTOp v A C ' ) 037A1% �in��THE STA��'Q�C Mechanical Requirements Description 90.1 ('89) Cade a COMcheck-EZ Software Version 2.4 Release 2c Data filename: CAChccklCOMcheck-EZISHARP JOB.cck The following list provides more detailed description of the requirements in Section 4 of the Mechancal. Compliance Certificate. Requirements Speck To:RVAC System 1 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Hcatpump: 9.6 EER, 9.0 IPLV 2. Each zone of a multiple-zone system must have its own temperature control device. 3. Heat pumps having supplementary electric resistance heat must have controls that,except during defrost, prevent supplementary heat operation when the heat pump can meet the heating load. 4. An integrated air economizer is required for individual cooling systems over 90 kBtu/h or 3,000 cfm in the selected climate. An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. -Exception: An economizer is not required due to unusual,outside air filtration requirements. Section 403.3 of the IMC sets minimum outside air ventilation requirements and requirements for filtration or purification if the outside air does not meet minimum air-quality requirements. Economizers are not required for systems having air-or evaporatively coaled condensers(i.e.,those that cannot use water economizers)when the outside air pollutants can be classified as"unusual." 5. Systems serving multiple thermostatic control zones must be variable-flow systems. Zone terminal controls ,must reduce the flow of primary supply air before reheating,recooling,or mixing air streams. 6. Multiple-zone systems must include controls capable of resetting the supply air temperature by at least 25%of the difference between the design supply air temperature and the design room temperature. Generic Requirements: Must be met by all systems to which the requirement is applicable 1. Design heating and cooling loads for the building must be determined using'procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. -Exception: The equipment-and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. -Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria-a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) -capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. -Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. -Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h)or less. 6. Outdoor-air supply systems with design airflow rates>3,000 c€in of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 7. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. - 8. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces(spaces neither heated nor cooled)must be insulated with a minimum of R-5. Unconditioned spaces include attics,crawl spaces,unheated basements,and unheated garages.h) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c) When ducts are located within exterior components(e.g.,Room or roofs),minimum R-8 insulation is required only between the duct and the building exterior. Exception: Duct insulation is not required on ducts located within equipment Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degree F. 9. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments;mechanical fasteners with.seals,gaskets,or mastics,mesh and mastic sealing systems,or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181B. 10. McchanicaLfasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment,including multiple-zone terminal units. 11. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity(input and output)and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams,schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming commentsd) complete narrative of how each system is intended to operate. 12. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device.Acceptable balancing devices include adjustable dampers located within the ductwork, terminal devices,and supply air diffusers. Lighting Application Worksheet 90.1 ('89) Code COMcheck-EZ Software Version 2.4 Release 2p Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Building TyW (ft2) (watts/ft2) (BxC) , Medical and Clinical Care 5773 1.8 10391 Total Allowed Watts= 10391 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description Lamps/ #of Fixture ID Lam Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. (D x E) T8 FLORESECENT/48"T8 32W/,Electronic 2 98 64 6272 CAN INCANDEBESCENT I Incandescent IOOW 1 13 100 1300 HANGING CHANDILER/Incandescent 60W 6 1 300 300 Total Actual Watts= 7872 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 10391 Total Actual Watts= 7872 Project Compliance= 2519 Lighting PASSES: Design 24%better than code Permit Number Mechanical Compliance Certificate CheckedBy/Date 90.1 ('89) Code'. COMcheck-EZ Software Version 2A Release 2c Data filename: C:\Check\COMcheck-EZ\SHARP JOB.cck Section 1: Project Information Project Name: ADIRONDACK DENTAL IMPLANT CENTER Designer/Contractor: WILLIAMBERLEFIY Document Author: Telephone: Date: Section 2: General Information Building Location(for weather data): Glens Falls,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 355 Project Description(check one): —New Construction —Addition —Alteration —Unconditioned Shell(File Affidavit) Section 3: Mechanical Systems List Quanti S y��em_Type&Description 1 HVAC System l: Other Heat Pump,Cooling Capacity>--135-<240 kBtulh,Groundwater Coupled Condenser/Multiple-Zone Section 4: Requirements Checklist Bldg. Dept. Use J Requirements Specific To:EIVAC System I f 1 1. Equipment minimum efficiency: Heatpump: 9.6 EER,9.0 IPLV 2. Minimum one temperature control device per zone 3. Heat pump thermostat required when supplemental electric resistance heat is installed 4. Integrated air economizer is included -Exception:Air/evap condenser and extensive outside-air filtration 5. Systems serving more than one.zone must be VAV systems 6. Controls capable of resetting supply air temp(SAT)by 25%of SAT-room temp difference Generic Requirements- Must be met by all systems to which the requirement is applicable 1. Load calculations per 1997 ASHRAE Fundamentals 2. Plant equipment and system capacity no greater than needed to meet loads Exception: Standby equipment automatically off when primary system is operating Exception:Multiple units controlled to sequence operation as a function of.load 3. Minimum one temperature control device per system 4. Minimum one humidity control device per installed humidification/dehumidification system 5. Automatic Controls: Setback to 55 deg.F(heat)and 85 deg.F(cool);7-day clock, 2-hour occupant override, 10-hour backup -Exception: Continuously operating,zones -Exception:2 kW demand or less,submit calculations 6. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfm 7. Outside-air source for ventilation;system capable of reducing OSA to required minimum 8. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the budding exterior when ducts are part of a building assembly -Exception:Ducts located within equipment -Exception:Ducts with interior and exterior temperature difference not exceeding 15 deg.F. 9. Ducts sealed-longitudinal seams on rigid ducts,transverse seams on all ducts; UL 18 IA or 18 IB tapes and mastics 10. Mechanical fasteners and sealants used to connect ducts and air distribution equipment 11. Operation and maintenance manual provided to building owner 12. Balancing devices provided in accordance with IMC 603.15 Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 90.1 (89)Code requirements in COMcheck-EZ Version 2.4 Release 2c and to comply with the mandatory requirements in the Requirements Checklist. riuci'al Mechanic/ffesighe Name ignature' Date sroESSIft *ON 3741g SA Njo& JAR,AETT - KARTIN PLLC Job 03 k kA j, PROFESSIONAL ENGINEERING Sheet#12 East Washington Street Calculated by___��ofDate W/R/03 Glens Falls, New York 12801 Checked by Date—' 518-79.2-2907 Fax518-798-1864 Scale .......... .... ........... ........ ....... ............... 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JARRETT - MARTTN� PLLC Job 03 -03 4 PROPBSSIONAL,BNGRVBBRflVG Sheet# A of 12 East Washington Street Calculated by Date Glens Falls, New York 12801 Checked by --Date 518-792-2907 Fax 518-798-1864 Scale _j .......... .. ........ -4--- 4_0 ............. ........ ............ ........................ .......... ............. .................... ........... A.......... .................------ ...................... ...... r ...... ....... ...... J_/ ..................... 4 ... .... ... .......... 15.4e--;........... mil �G ACT4��A ----------------- ........... ............ ...........eAz-. ........... C.��ow, lip— .......... ............. ........... J-1 .......... i 4t AL*.- ....... ..... ...... .......... .......................................... ....................... ...... ............ 09 0 ......4 ............ .....- ............ 'D 40�La .................. .................. ....... _JP6 ............. . ........ A 6 ZS0 ....... 7i: _07 Vs� ......... ..........- I............. .......... ................. ........................ ........................................... ............ .................. A 4 NEW, .......... ....... ......... L... A ........... ............ Tr, ADTROWDACK DENTAL z j IMPLANT CENTER , R O B E R T E . S XA R P , D. D. S M.S. D. 4 16 PEARL STREET, SUITE 202, GLENS FALLS, NY 12801 Telephone: (518) 793-5908 FAX: (518) 793-5908 A D I C Smoke Development and Flame Ratings for 'Wall Covering Proposed w w w r o b e r t s h a r p d d s m s d c o m 08,07/2003. 07:35 5187461174 PRECISE PAINTING PAGE 02 A W Brush Prairie Type 11 Physical P2op,*gticst Finished Total Weight!20.0 or, per liu.vd. (620 g/lin• m) Finished Total Weight: 13.3 oz, per sq. yd.(451 On') Vinyl Weight. 10.8 oz.per sq.yd. (366 Sim:) Fabric Typc; Non-Wovert Backing Fabric: 2.5 oz-per$q,yd, (85 glm-) AvcraoTotal Thickness;.020" (.508 mm) Tensile Breaking Srrength: 70 s 65 pounds(312 x 289 newtons) Tear Strength (Scale Reading):45 x 42 Inrtalliation Notai Brush Prairie is i reversible partern with a random march, Lorger Samples Upon Request Specificatsansst Fboajd ataoist rush Peairto Typo 11,,Medium"l7!tty, ClaWIRIcatitin when reseed:bjr Maas A vinyl etyated fabric wallcoVareng�s' i(t Class F�tntcaior 1Ws1J tad� manu£actu ed b} CrMNOV,A Solutions Inc. when.mounted on reinfoid� meers.or exceeds f, S_�A;.'Fi;dera,l Spcci>xcasia�no and on'Yy_pe X gypsu [dj 4aGCF4�408/1 $ C-and 17 fot Type ll _ miter=l and the Canadian Standard Hoard' Test meets iiarrimabiiity requitom nvs of EvF=54NE:This Pro act has hce».acccpcecF FC+�etal Spccrficaei`vu CCC- =dt�sA for iise by the City a>i Now Yark'Drptt.rttlioni4 acid f]acid"t✓FI„t1=W-101�C,with 41�t spree of$uiliiiisg M .q 1$4-98-i41 0£1 o and szurrlsc developed.gF 5-when cestcd aeeartling to.ASThh h-84-00.an reinforced Vinv1'waitcoverirngs are trianufactpxyd cement b , Cadritioni and Mercury Free, "~--— •-1 Tests were performed using Gardner Gibson Vinyl*wallcoverings and adhesives contain DYtiansire 233 Adhesive at an application rare bacteria and mildew inhibitors to protect the of 135 N,Ft.lgal.and in accordance with products from microbiological mildew growth manuFacturers recommendation.The above and odors. test results are for comparison purposes only and may not be representative of results on Indoor Air Quality: Meets State of other substrates or 1applieations using other Washington purchase specification and adhesives. (Due to increased fits hazard, EPA,Headquarter specification 7 days aftet OM•NOVA Solutions lac.does not installation. recommend the installation of its products Halts Wailcoverings will meet specifications (czcludiug borders) over previously applied and modifications outlined herein. vinyl,paper or Fabric wallcovcrings.) IMF.1 The OMNOVA Solutiors ioc., This numerical flame spread and swoke sating Columbus,Mississippi is not intended to rchltet hazards presented * mar,ufacturingfacilityetnploys by this or other materials under actual fire an ISO cbldiry System and is conditions.Consult an architect or fits"fccy 9002 Certified' engineer for information on appllclble sRseG Flame Sprcad 10 y building codes and reduction of fire hazards, aw Smoke rmtloped 5 including the use aF sprinklers. dJU� i 08107/2003 07:35 5187461174 PRECISE PAINTING PAGE 01 PAINTING Rreclse . F PROTECTIVE COATINGS PRECISE PAINTING P.O.E3(7X 2082 W,ALLOOVERINGS GLENS FALLS, NY 12801 JAY DiCKINSON (5157 799-?36 FAX TPUWS I' ':# L lup-copy Ta NANffi: NAI M- Ila . LC)CA.TIt3N:,�EGISE PAR-Tr LTG&'VdAJ,iw6��L1I1`IG.INC. GLENS IaALIS.N Y 12801 (518)-793-7365 T CQPI{'#.S 15-746 1174 TOTAL 140.PAGES:__ (INCLUDING,TRANS(vQTI',A•L PA GM) DATE- �p �?,yS Imo;