The URL can be used to link to this page

2004-028 �i TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20040028 Date Issued: Wednesday, December 01, 2004 This is to certify that work requested to be done as shown by Permit Number P20040028 has been completed. Tax Map Number: 523400-296-012-0001-029-000-0000 Location: 22 WILLOWBROOK Rd Owner: SCHERMERHORN COMMERCIAL HOLDINGS, L.P. Applicant: BAYBROOK PROFESSIONAL PARK This structure may be occupied as a: By Order of Town Board Commercial/Industrial TOWN OF QuEENSBVRY Note: z to i,6.6um to be compteted within 30 days -).e4 eA to attached tetteA Director of Building&Code Enforcement TOWN OF QUEENSBURY J 1 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040028 Application Number. A20040028 Tax Map No: 523400-296-012-0001-029-000-0000 Permission is hereby granted to: BAYBROOK PROFESSIONAL PARK For property located at: WILLOWBROOK Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Tempe of Construction Value Owner Address: GUIDO PASSARELLI 465 LAKE Ave Commercial/Industrial $400,000.00 LAKE LUZERNE,NY 12846-0000 Total Value $400,000.00 Contractor or Builders Name/Address Electrical Inspection Agency Plans&Specifications 2004-028 Lot 6, Address: 22 Willowbrook Road BAYBROOK PROFESSIONAL PARK 8875 SQ FT OFFICE BUILDING $1,331.25 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,March 11,2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To of nsb v T rs arch 11,2004 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Job Site Address: (�( A�-(rP5Q.0,�� ,.. Ia�1AL: Datea q Ore.-. 2ab3 Owner: � 5111.}0 Application Nd:' File ado. WINDOW::SCHEDULE Window Window Mfg. Window Unit or Special Hardware u = gear Ce�r •:;; :. nr Number or Name Model Stock m 4lasss�b Instructions .ram -U6 _. Letter on Or Type Number t �<'7 n = _ 1 __ Plan M� e V _ __ Call Size ti =, ,, ti� at r v .'`'.. t� e.. `.� .�s� _..�,'oa�-- ' 1 _ �JII� W 1 N10 11J5�,0L ` � •1�, ; . `�' I O 19AOSO -'PHIS LINE HAS EXAMPLES ;O.F SAMPLE ENTRIES : 1 Tempered J x: Glazin rt g _ t�,y,,s, 'R. f ..ua�_...... ��r �p nbt^' [ti '•. .s`1t P � � y dJ'. - y��l na`��.. :S vC .T ..�_r1.8� rF.• t .t• - L:�SueFiemingwdy�Buildmg:PeanitFORMS\Window Scbedule.doc l I ' � Project Name: ` BP#YW ��i � l/�lel�_ .. Address: Building'Permit Submission Checklist Multiple Dwelling Commercial Projects All items below must be checked either yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBuilding Department. If any of the below items are lacking,the permit will not be accepted until such time as the application-is deemed complete for submission. 1. Building Permit Application Completed....... ... ... ... ... ... ... ... ...... ... .. gyeS Ono ❑n/a 2. Energy Form or CheckMate Energy Code Compliance Fortes Complete... E4ye s, Ono ❑n/a (submit 2 copies) 3. Energy,.Code Inspector's Report from(lxeckmate Program... vye .....'. no n/a copies) _ - 4: Septic application aompletelyfilled nut(rf applicable ..-::. - _:❑yes ❑nqa 5.: Electrical Inspection Form.. . a ... ... ... ...... ... S .❑tto Or✓a. . _....:..._...;,.:......__:. ..,6:_-: Two(2)sets.of plans showing the follow ... ...... ... ... ... ❑no ❑n/a g: ❑yes ->• 6a Floor ..lati s .... . ...... ... ii" - e4; 6b. Foundation plan... ............ ... .. ... ...... ... ... ... ... . ..Lei ❑no • nn/a 6c. Goss section(s)... ... ... ... ...... ... ... ... ...... ... ... ... ............ ... ... ❑no ❑n/a 6d. Elevation:s ... ... ... ... ......... ... ... ....... ......... ... ............. ❑no ❑n/a 6e, Design loads including floor,snow load,and wind load...... FY-W ❑no ❑n/a 6f. Seismic design(requited after Jan. 1,2003)......... .................. IFY-p- ❑no ❑n/a 6g. Plans signed by registered architect or engineer,signed... ... .... 103es Ono ❑n/a and sealed by a registered architect or engineer. 61L Window and door schedule... ... ......... ... ...... ... ......... ... ... yes ❑no. ❑n/a 7. Two(2)site plans showing location of the structure to be built,.........• Oyes Ono ❑n/a location of well or water lines,location of septic system or sewer line with all setbacks and separation distances shown,an'd'all improvements"to the property. 8. Solid Fuel Burning or Gas Appliance Form(if applicable);, ❑no ❑n/a 9. DrivewayPermit... ...... ... ............... ...... -]yes ❑no ❑n/a ' & E�EIvE Date: Staff Initial: J qN 2 7 2004 _ - OF QUEENSBURY L:\SueIlenmigcway\13ui1ding.PenniCIORMS\Gc ric"Checklistdoc .JanwryL8,'2003� 'TOWN AND CODE DRAFT COPY (12/02/02) . CHECKLIST : NYS BUILDING CODE (BC) Building: NYS FIRE CODE (FC) NYS PLUMBING CODE (PC) Location:( wMO.. eW- NYS MECHANICAL CODE (MC). NYS FUEL GAS CODE (FGC) Date: � 3 } NYS ENERGY CODE (ECC) Reviewer: 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 BC-1603.1.E 285 3 Separated or.Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 17 5 Type of Construction BC-Table 601 81 Sfb 6 No. of Sleeping Units/Level BC-202 14 & No. of Units—Total 31 No. of Occupants 'BC-Table 1003.2.2.2 201 ioo (�as,N -act -�-� 7 Covered Malls BC-402 33 Hi-Rise (75' Rule) BC-403 36 ��Q Atriums BC-404 37 8 Basement Definition BC-502.1 71 (See page 8 of this check list) I Legend: NR = Not Required' ' NS = Not Shown NA = Not Applicable CNN = Credit Not Needed Note: * Non-separated occupancies impose the most restrictive requirements JAM Page 1 of 10 No. Topic Code Page Required Actual Section No. or Allowed 9: Heights & Building Areas Maximum Tabular Area BC-Table 503 72 °!V00 6$7 S Maximum Tabular Height BC-Table 503 72 0Z Maximum Stories BC-Table 503 72 Mezzanines BC-505 73 2 N p 10. Sprinkler System (water) BC-903 168 vue. Basement Sprinkler BC-903.2.10.1 170 N p. Water Source Sprinkler BC-903.3.5 172 Water Source Site FC-508A 31 V 11. 'Frontage.& Sprinkler Credits Area Modifications (calc.) BC-506 74 Height Modifications 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 Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/Fir. 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 ti� Y No. Topic . Code Page Required Actual Section No. or Allowed 15. Fire Rated Construction Incidental Use Areas BC-Table 302.1:1 17 Accessory Occupancy BC-302.2- 18 Mixed Occupancy BC-Table 302.3.3 19 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-70' 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 5.00 Sf 16. Space Min. Rm. Dimensions BC-1207.1 251 Min. Ceiling Height BC-1207.2 251 17. Ventilation (Nat. or Mech.) BC-1202.1 249 ' 18. Light (Nat. or Mech.) BC-1204.1 250 19. Exits One Exit Permitted, BC Table1005.2.2 224 Stair Enclosure BC-1005.3.2 224 Emergency Egress BC-1009.1• 235 Distance of Travel BC-Table 1004.2.4 220 2cp Fr 2zo Corridor Width BC-1004.3.2.2 221 ,� ` 12 Capacity of Exits (ca/c.) BC-Table 1003.2.3 202 � z m�� Corridor Wall Fire Rating BC-Tabie1004.3.2.1 222 1 Corridor Dead End BC-1004.3.2.3 222. Sp Door Width BC-1003.3.1.1 208 Door Swing BC-1003.3.1.2 208 3� 3✓ Panic Hardware BC-1003.3.1.9 213 20. Stairs Riser BC-1003.3.3.3 213 Tread BC-1003.3.3.3 213 - Width BC-1003.3.3.1 213 ly Headroom BC-1003.3.3.2 213 Vertical Rise BC-1003.3.3.6 215 Handrails BC-1003.3.3.11 215 Notes: JAM Q �� Z„ few S"l Cd'Z , ` [��`O�� b Page 3 of 10 i"Jr GG''i' No Topic Code Page Required Actual Section No. or Allowed 21. Structural Snow Loading---Ground BC Fig 1608.2 296 . —ID fSir Snow Loading---Roof(calc.) ASCE 7-98 Drifting Snow BC-1608.7. 295 Ponding BC-1608.3.5 295 Floor Loading' BC Table 1607.1 291 50 Psp` Balcony Loading BC-Table 1607.1 291 Wind Loading (calc) BC-1609 297 Roof Walls p Windows Seismic Loading(calc.) BC-1614 315 �i I Foundation Depth BC-1805.2 398 m�a L) r4la. 22. Interior Finishes BC-Table 803.4 161 23: Swimming Pools BC-3109. 629 �Q, 24. Sun Rooms -BC Appendix 1 . 693. ij Al -25; Electrical Exit Lights or Signs BC-1003''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-1104.4 238 Parking BC-Table 1106.1 . 239 Route BC-1104.1 238 Entrance BC-1105.1 239 #of Sleeping Rooms. BC-Table-1107.6.1.1 241' #of Dwelling Units BC-1107.6.2 241 Toilet Facilities BC-1109.2 244 Service Counters BC-1109.12.3 246 Areas of Refuge BC-1003.2.13.5 207 Signage Supplemental HC Req'mts Appendix E 681 Notes: JAM Page 4 of 10 a> No. Topic Code Page Required Actual Section No. or Allowed 27. Fire Protection Equipment Sprinkler Systems FC-903 55 �► Other Extingushing Syst. FC-904 . 59 Kitchen Hood.Extinguisher " PC-609.8 41 Standpipe Systems FC-905 62 Fire Extingushers FC-906 64 Fire Alarm Systems & SD FC-907.2 66 Fire Alarm Boxes FC-907.4.1 72 Smoke Detection FC-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 " 28 Plumbing Code Iwc/tom - "mom• Fixture Count PC-Table 403.1 21 tA✓ [Igo Water Supply PLO ir� I JiQo Service Pipe Size PC-603 33 Fixture Pipe Size PC-603.1 33 Pipe Material PC-Table 605.4 36 Labor Law Art. 1,0-A UFPBC-904.6 12,340 Pipe Insulation See Energy Code Backflow Prevention PC-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 6.3 Pipe Hangers PC-Table 308.5- 17 Air Admittance Valves PC-917 67 Notes: JAM Page 5 of 10 u{k' No. Topic Code Page Required Actual Section No. or Allowed 29 Mechanical Code f Ventilation Rates MC-Table 403.3 24 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—Def. MC-202 5 30 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 31 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 Heat Trap ECCC-504.7 47 COMcheck Computer Software Compliance Report Required Notes: JAM Page 6 of 10 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. Permit File•No. No inspection will be made until applicant has received a Fee Paid i ' $ e;L valid building permit. All applicants' spaces on this Rec.Fee Paid $ j application must be completed and must appear on the Reviewed By: .a` application form. .r� .? Applicant: Owner: A CAW Address: 'jE?f:- eleOIS bl�� Address:,, �� f�UlY�e�l�F3tA�[ PI`1`( IrhP�Oolr ' ;�. Phone#( )09A-0674 ;i' 'hone#,(-) Property Location: Lot Number: (P / House Number•---,�,2 Subdivision Name: >L 6 &,TaxMap:Number: ❑ New Building: residence commercial; Estimated Market Value:of Construction: $ 4 Q ❑ Addition: residence/ commorcia If ❑ Alteration: residence/ commercial an Addition,what will use of new addition be? ❑ No change to exterior size: residence/com'1 ❑ Other work(describe ) `` •r,.- . Check OccupancyInformation 1' Floor 2° Floor Other floor Total Below dq.ft. sq.ft.` � f � Square Feet " r ❑ ' Single family dwelling '`'� ;.❑ Two-fainfly dwellingi " N ❑ Townhouse j ` t a❑ Multifamily dwelling gi DING AND CODE #of units 1• Office ... . Sell 4��p ❑ ' Mercantile z a Manufacturingt.. k , , ❑ 1 car detached garage detached garage :�> ❑ 2 car de ❑ 3 oar detached garage r 4 ° : , ` ❑ 1 oar attached garage .:, ❑ 2 car attached garage Cl 3 car attached garage ❑ Storage building- '};V' commercial " ❑ Storage building- ` a 'i residential O er �&d What is the proposed height of the structure �J feet;_ inches any second-hand or ungraded lumber be used? If so,for what? 1 t2 ; ha '�...a `7R cot .1.1 , •�`.;;. I:., '. V 'i. 1: :. l I Type of Heating System: electric/. oil / gas wood./ orced hot a' / baseboard/other: wY�k CN,"'Y"Number of Fireplaces to be installed ' I Number of o stove ;to be installed U-4r �{ �: ; List below the persons)responsible for superviff6wof worktas regards ittpibuilding eodes & y ,fh r�t�t mrd ..•i, r1 { ,fit S,dy,F�F �',r,l ti F 1 Sf S � .'; F'.. �,i rjri ) is ?t tu'1 t`.a�`4 T f� _,,. ''Naffie k''•a t ' Address.,;.,nYG� , , ,,t �.4��-1r, ;..�"PhoneNumber R'i'rq}pi A A - f fi a33 t P 4 { E£ �, nBuildor _ rbw,S - 1 `Plumber ' . .'.. t J I' �OO� Mason JiNt I LBC- T' Electrician Declaration: please sign below after you have carefully read the statement. To the best of my knowledge the statements contained in this application,together with the plans.and specifications submitted,are a true and complete statement of all:proposed worlc to be done,pn the described premises and that all ?, provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to.the proposed.work shall be complied with,whether specified or noted,and that such work is authorized by the owner.."Further,it,is understood that Uwe shall submit;prior to a Certificate of Occupancy or Certificate of Compliance bein�'issued,'as requested.by the Zoning; Administrator or Director of Building and Codes,an'As Built Survey by a licensed surveyor:drawn to scale,showing actual 7 location of all new�poptruc f , Signature:' ^ owner,owner's agent,architect,contractor ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000 I-MATING DEGREE DAYS Compliance Methods:Part 5 -Acceptable Practice Method— 1&2 Family Dwellings (only) Part 6*-Thermal Rating—Component trade Offs 1&2 Family Dwelluig;. Multi"Family Dwellings(3 Stories or less) Part 4*-Design by Component Performance, Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPLICANT'S NAME: %PROPERTY LOCATION: �tGk 1 M (2•Ab 5&60DY�- ME M"- PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: I. Gross Floor Area- 7iG;j square feet k Type.ofheat- lectric =Other ,. ...._: -- 3. ``_Is.building:mechanically cooled? V yes No .714 - _ 4.•,.y �` ':; ``':)Percentage ofrea:of'windows and doors "'Over fl7e/m`.�' ndee ll� R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPONDt TO R VALUES AS SHOWN -,;: ..•, .,.... b. Exterior walls. . R c. Glazed areas d. Exterior doors Rr 3•o MiA. e. Floors,over unheated.spaces R f. Edge of slab on grade(heated building) R g, Basement/cellar walls,(bbove grade) R h. Basementicellar walls(below grade) R p i. Heating/cooling-ducts-piping in unheated space 6. Service(domestic)hot water heating device / Conforms to minimum efficiency per code ✓ YeS No --TEMPERATURE CONTROL.MAXIMUM SETTING 140—WILL NOT.BE EXEEDED • . . Appligpnt's Sign te� Date Phone Number INSPECTOR'S REMARKS: Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received: Penn it# � INSPECTION ON: Z` "Cy Name: AM PM ANYTIME Location: �� YlCariL APPROVED N/A. YES NO COMMENTS EXIT ACCESS EXIT ENCLOSUREEXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN—NORMAL EXIT SIGN-BATTERY ��----�� EMERGENCY LIGHTING \G- 'in/� FIRE EXTINGUISHER HUNG �G v r � FIRE EXTINGUISHER D(L INSPECTION FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION—GAS ISLAND HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE—UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN OK THIS DAT K OR CO MOT OK INSPECTED BY COMDEV/C HRISJIINORDILETTERS20011FIREMARS HALI NS PECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request y vj a SCHEDULE Received: Permit# INSPECTION ON: 1 Name: V72,16tioo ►�.�rcS mow-- AM GPM ANYTIME Location: W ° n IV�0 !`o APPROVED N/A YES/ NO COMMENTS EXIT ACCESS 'll : EXIT ENCLOSURE ,{ ti'V EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN-NORMAL EXIT SIGN-BATTERY �C EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG c�L k. C a J S Y\ FIRE EXTINGUISHER �J INSPECTION FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM ��- FIRE SUPPRESSION-KITCHEN + FIRE SUPPRESSION-GAS ISLAND J� HOOD INSTALLATION INTERIOR FINISHES ; STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS NO SMOKING SIGNS X , MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN ( - OK THIS DATE ;OK/FOR CO SOT OK INSPECTED BY COMDEVICHRISJ(WORDILETTERS2001IF IRE MARS HALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Commercial Final Inspection Report Z" Office No.: (518)761-8256 Date Inspec on est ec ive Queensbury Building&Code Enforcement Arrive: ' %i m/p Depart: ° ai 6m ) 742 Bay Road, Queensbury,NY 12804 Inspector's Initi Is: 'llp NAME: e.�H-,ef-4 �-:— PERMIT( " G LOCATION: I?ATE: Lse ti COMMENTS: N NA Chimney/"B"Vent/Direct Vent Location DNK\ Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks �1�nRE�b�p - Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18")Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System �- Fresh Air Supply for Occupancy/Ventilation Combustion _ Low Water Shut Off For Boilers 1" C� Gas Furnace Shut Off Within 30 ft. or Within Line Of Site _ Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s . ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets / Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signa e 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 y�¢ Building Number or Tenant Address on Building or Dnvewa Water Fountain or Cooler Building Acce /Drive ble Surface 20' wide Okay To Iss e . o Permanent C/O Okay To Issue / Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE _ Received: Permit# n - INSPECTION ON: I L� C/ n � Name: �A, AW-fo`�I�r1 NC �✓ c7.tiIDnc� t�� AM PM;-)N]YTIME Location: �1 �ca;Jbnc4L-- 'I","'o APPROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN-NORMAL EXIT SIGN-BATTERY X EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER INSPECTION FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS ISLAND HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN OK THIS DATE O O CO NOT OK INSPECTED COMDEU/CHRIS JIWORDILETTERS2001/FIREMARS HALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY l Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: gOO k,�-75 LOCATION;, PERMIT#: 't- oA _ Final Survey Plot Plan Approved Denied The attached final survey has been received by the f Dept. of Community Development. Upon review the survey has been: Craig Brown, Zoning Administrator Notes: EJ SV rV j At �Jra, to oy`" Oh . Sty L,VAX PIcn n y- ;f ( L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc MAP REFERENCE: BAYBROOK PROFESSIONAL PARK DATED JANUARY 31, 2001 LAST REVISED DECEMBER 9, 2002 BY VAN DUSEN & STEVES LAND SURVEYORS, LLC •� FILED IN THE WARREN WIL]�OWBRO O i1 DRIVE COUNTY CLERK'S OFFICE L�4.98' N51'57'51"E - 282.93' R 275.00 o I DRAINAGE EASEMENT LIJ s r O � pl d 0000 N r s� �O. J� �O G 5 LOT 6 1241445 q.ft. / {� LOT 5 2.85 acres LOT 9 3 / FIL" 13 }}o � to � o / 91 EIVED lip 'r• �'` O �? 0 20 nILDIVNG OF QUEEN URY AND C E f C. It 36t, , o r Date: MAY 72004 �n D u s e 'U NAU7IICPoZED ALTERATION OR ADDITION TO A SURVEY Scale 1"=50' MAP AUTlHMG A UCENSED LAND SURVEYORS SEAL IS A Map of a Survey made for QA VICIATION OF SECTION 7209.SUD-DIVISION 2.OF THE /`\J/V NEW YOW STATE EDUCATION LAW ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY S II'CE D NTHFICA AN aPoGDIAL OF�LAND SURVEYORS S- 1 SEAL WALL BE CONSIDERED TO BE VAUD TRUE COPES.' 1 �'RVEYWAS"N°""�"�°"�"""TM"T SCHERMERHORN COMMERCIAL HOLDINGS, L.P. TINS SURVEY WAS PREPARED IN ACCORDANCE N11N THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YCW STATE ASSWATION OF PROFESSIONAL Land Survey ors LAND SURVEYORS SAID OM THICA SURVEY IS P RUN ONLY 10 THE PERSON FOR MOM 711E SURVEY IS PREPARED,AND 8�1�1 ON HIS iA ML TD THE STIT COMPANY. HERE+uErAL OK AND barren Count New York 169 Haviland Road Queensbury, New York 12804 AID A�WES OF �1 .* "� Town of Queensbury, y, NAME C-1245 TO THE ASSIGNEES OF 71E LENDING 9NSTIlU710N.' (518) 792-8474 New York Lie. No. 50135 N0. DATE DESCRIPTION DWG. N0. 90276-6 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: a,26— arn/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: QJN6renPERMIT#: (J LOCATION: n, C 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 Metal Strapping for Notches Top Plate 1 %s (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 irestopping 1l� CLP—" Penetration sealed ).Cr 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Ar l Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection i!PERtMIT #: 7t Queensbury Building& Code Enforcement Arrive:742 Bay Road, Queensbury,NY 12804 Inspector's INAME: �� LOCATION: - INSPECT ON: TYPE OF STRUCTURE: YY N N/A PVC: R-1,R-2, R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 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 Coope ommercial C er, CPVC,Pex One and Two-Family A suI tion/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: LASueHemingway\Building.Codes.Inspection.FORM S\Rough Plumbing Insulation Report.doc November l7,2003 Rough Pltunbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Dlb 0 9'. I o 30L Queensbury Building&Code Enforcement Arrive: % !3 am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 hispector's Initials: Z4 NAME: PERMIT#: nO "D v LOCATION: (i, U INSPECT ON: 2 1 16 In TYPE OF STRUCTURE: 2 X N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent I 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 J 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 171 COilIMENTS: !L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing / Firestoppin nsptio e rt Office No. (518) 761-8256 Date Ins ection reques receivLl Queensbury Building& Code Enforcement Arrive: a pm a 742 Bay Road, Queensbury, NY 12804 Inspector's Initi NAME: Jv�` e'��`"` �'- �.�, PERMIT#: ''�' LOCATION: yr ej 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 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 Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour irestopp-ing� Penetration sealed U 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 L:\SucHemingway\Buildin.-.Codes.Inspection.FORMS\Framing Firestoppin.-Inspection Report.doc January 28,2003 Rough ]Plumbing / Insulation Inspection Report '3 g3. 0b Office No. (518) 761-8256 Date Inspection r quest received: Queensbury Building&Code Enforcement Arrive: `11K am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: ,�L NAME: PERMIT #: 0 LOCATION: k ) INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Wa ing Machine Drain 2 inch min. ead or Air Supply Test L 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.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re r ce' d: Queensbury Building&Code Enforcement Arrive: pm e rt: a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initial . NAME: n t P O iJ 1U ul) PERMIT#: 02-� LOCATION: i—'ti- ztt--(,p (�j+ (�l INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing 1 ` � p� Zftu 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 %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 %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 L:\SueHerningway\13uilding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall G� 627 Maple Avenue Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email rrr@nycap.rr.com ephall@nycap.rr.com Special Inspection Report To: David Hatin From: Ethan Hall Date: 20 July, 2004 Re: Lot#6 Baybrook Professional Park—Adirondack Radiology—Schermerhorn Construction I have reviewed the installation of the shear wall hold downs for the referenced project. These items appear to be installed in conformance with the design drawings. To the best of my knowledge and belief these items are acceptable. If there are any questions please contact our office. Regards, Ethan 'a 0 704'* . Xc: Rich Schermerhorn—Schermerhorn Construction CAACAMSchermerhom\Baybrook Professional Office\Lot#6-ARA\Paperwork\Special Inspection Report 21 July 2004.doc Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection7qucei Queensbury Building& Code Enforcement Arrive: art: ;gip a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initi NAME: C�' �Y PERMIT#: `J LOCATION: QUA INSPECT ON: �G TYPE OF STRUCTURE: aming Y N: N/A COMMENTS V/ �� 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 1 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 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 %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\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report "' Office No. (518) 761-8256 Date Inspection req rece.ved: 3C O Queensbury Building&Code Enforcement Arrive: a p part: 742 Bay Road, Queensbury, NY 12804 Inspector's Initi s: NAME: SCEM�ITG� �.. PERMIT#: LOCATION: L-a Y INSPECT ON: TYPE OF STRUCTURE: raming Y N N/A COMMENTS Jack Studs/Headers f " ta)f-1L:L Q)L0C'\4'1 M\ ; Bracing/Bridging �J/ Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly ✓ C� � Cl �nCZ�� 12"O.C. b� %A ��p5 6CTv�� 5�Headroom 6 A. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. y Notches/Holes/Bearing Walls �C"(ZubS C u\Vb yet Metal Strapping for Notches Top Plate �� 1 %2 (w) 16 gauge(8) 16D nails each side `t-�-� �\"v_t»o r\bz:s Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on centere� tsrj�} Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour _ ��v Et3� Fire wall 2, 3, 4 hour r� % Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X �.ANQD e b 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 graderp_ LASueHemingway\BuiIding.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 rr Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection requ st received: Queensbury Building&Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Road,Queensbury,NY 1.2804 Inspector's Initials NAME: l t'\ _ _ PERMIT#: `✓ LOCATION: 12 INSPECT ON: TYPE OF STRUCTURE: I 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 %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anchor olts 6 ft. or less on center e and snow shield 24 inches from wall Fire separation 1, 2, 3 hour �V�P—v v l C/tJo� � O✓ZG(/L�� Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request rrec`eived: Queensbury Building&Code Enforcement Arrive: am/ Depart am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: C) —I r LOCATION: �?�� `, (INSPECT ON: TYPE OF STRUCTURE: Comments Y N NIA 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 • Foundation Dampproofmg Foundation/Waterproofing Type of Dampproofig/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 C/Cast/Copper FoundatlP Ins}�latio Inten' r/Exterior R Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 UD Foundation Inspection Report Office No. (51S) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart:1-1 ' am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: <S CV PERMIT#: Ll _ a--V LOCATION: P INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place • Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 es above footing 6 mil poly for vet areas under slab Bacicfill Approval lumbing Under Slab PVC/Cast/Copper Foundation Il�ulation terio Exterior R- ► Wl� L --7� ,45 Rough Grade 6 inch drop within 10 ft. C L:\.SueHemingwaylBuilding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: / ��am/p Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: i�DCj 'a S- PERM #: 0q LOCATION: INSPECT.ON: TYPE OF STR CTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing i Footing Drain Daylight or Sump Footing Drain Stone: 12 inch t I 6 in s above footing ` mil of y 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. LAS ueHemingway\Buildin g.Codes.Inspection.FORMSIFoundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: - Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: �`KC—V1K\0—C AZ&6 rl V PERMIT#: W �� LOCATION: ,P�2Y INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab ackfill Approval um ' g Under Slab PV Cast/Copper e!::�� Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L: ueHemingway\Building.Codes.InspectionTORMS\Pou tion Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection2PY, ce' ed: Queensbury Building&Code Enforcement Arrive: epart: L pm 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initi NAME: �` 91 1 � IT#: LOCATION: ° vb � ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width inches above footing 6 mil poly for wet areas under slab ackfill Approval Plumbing Under Slab VC/Cast/Copper Foundation Insulation eria / exterior R Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Rd., Queensbuly,NY 12804 Inspector's Initials: NAME: �CGt�1 ' rry . 6"A le'c PERMIT#: v'4z LOCATION: ,✓, ,C INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings X. - (� �' Y'�G��Lla Piers 1,S 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:\SucHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 04/01/2004 16:03 SCHERMERHORN 4 7454437 NO.213 Dal Apr-01-134 04: 31P P_01 evergreen TESTING& ENVIRONMENTAL SERVICES, INC. 0 594 Broadway Watervliet, New York 12189 Phone:518-266-0310 Fax:518-286-9238 O PO Box 482 Orchard Park, New York 14127 Phone:716-649.9474 Fax:716-948-3521 FIELD IN-PLACE DENSITY 'TEST REPORT PROJECT; Queensbury Office Building REPORT NO: 03-35-0329 CLIENT: SL`hermerhom Construction DATE: 3-29-04 CONTRACTOR: Schermerhorn Construction JOB NO: ETE-03-35 FDo11 Teat In-Place In-Place % 4A Proctor Location and Remarks Depth! o•t�sity Molature Compaclton Req'd Code Elevation (pct) No) Building Pad Fill Test Referenced to BulldinSSO 135.5 6.6 9s,7 95 222 Northeast Comer SSG 136.1 6.7 99.2 95 222 Southeast Comer SSG 135.1 6.4 98.5 95 222 Southwest Corner SSG 136.8 6.5 99.7 95 222 Northwest Corner 5 12 SSG 137.2 6.2 99.9 95 222 Middle Proctor Maximum Optimum Material Type and Source Cede Density Moisture('i) e 222 137.2 8.8 C-F Gravel Some C-F Sand, trace silt F-1 I Remarks: SB* Subbase SSG = Slab Subgrade SG:! Subgrade TOF=Top of Footing Technician: J. Schutt G=Grade TOW=Top of Wall BG=Bearing Grade FF= Finished Floor FB= Footing Bottom Troxler S.N: 23225 04/01/2004 16:03 SCHERMERHORN 4 7454437 NO.213 P03 Apr-01-04 04:32P P.02 evrergree�t TESTING& ENVIRONMENTAL SERVICES, INC. ❑ 694 Broadway Watervliet. New York 12189 Phone;518-288-0310 Fax: 516-266-9238 ❑ PO Box 462 Orchard Park. New York 14127 Phone; 716-649-9474 Fax: 716-648-3521 FIELD IN-PLACE DENSITY TEST REPORT Q.�cK PROJFCT:4' iC�` 8dito�gL REPORT NO: a�'35 - 0323 CLIENT: t� h r t.� -r. DATE: CONTRACTOR y r/ eaAV 117N.77o A) JOB NO: 0{- 15 I Teat Depth In-Place in-Place % % Proctor location and Remarks No or Density Moisture Compalctian Req'd Code A!i`�y Plorb APP f.-/r.Z Elevation (pcf) (%) iNr /,Po �1' CeR , 6 0- Proctor Maximum Optimum Material Type and Source Code Density Moisture(°�) c Remarks: SB= Subbase SSG= Slab Subgrade SG= Subgrade TOF= Tap of Footing Technician: G= Grade TOW=Top of Walt .J BG= Bearing Grade FF= Finished Floor &-oxierS.N: a 3 ?Z,S' FB= Footing Bottom 04/01/2004 16:03 SCHERMERHORN 4 7454437 NO.213 PO4 Apr-01-04 04: 32P P.03 Particle Size Distribution Report I N-1 70-- U. 40 10 100 0.01 GRAIN SIZE-mm %COBBLE! j '%GRAVEL %GAUD %SILIT 61.1 34.5 4.4 SIEVE FOMENT SPEC.' PASS? soil DSacrintion SIZE FINER PERCENT jXaNO) omrse to fine GRAVFA,some,oomm to fine Sand,tract Silt 3 in, 100.0 2 in, 97.9 I in. 88A .75 In. 79.9 A"ra Limb .375 in- 52.8 PL= NP LL-7 NP Pl= .25 in. 40.2 #4 39.9 #40 010 31.9 5 D85=22.7 Dfio= 9.96 12. RIOD 6.3 L)3Do 1,79 L)16= 0.526 D10- 0.298 #2w 4A Ce 39.49 CC 0.92 CIMINGO 21] USCSm ap AASHT0= A-1-u Remarks Tested 18y.MA Checked Per ASTM 0422 Washed Gumple No.: 222 80=8 Of Sample: .%R 140 pit I Date. EfevMepth: EVERGREEN Cons om ClIenit Schermerhtruadon �4 % ! . Project: Quccnsbury Office Building - TESTING!, INC.- Prog-,,Io: HTE-04-35 amure 222 04/01/2004 16:03 SCHERMERHORN 4 7454437 NO.213 P05 Apr-,O1-04 04:32P P-04 i COMPACTION TEST REPORT 141 i 139 137 1-7 135 133 131 3 7 5 11 13 15 Water content. % Test sWirrAtion: ASTM D 69940a Method C Standard Elovi ClassNication Nat Sp.O. LL PI %> Ds uses AASHTO Moist. 314In. N01200 GP A-1-s 2.65 NP 21.1 4.4 TEST RESULTS MATERIAL DESCRIPTION Mwdmum dry density= 137.2 pcf comae to fine GRAVEL some,case to fire Sand.usele Silt Optimum moisture=8.8% Protect No. ETE-o4-m ClIent: Schemtcrtiurn Constmcdon Remarks: Protect: Quwnsbury 0 ioe Building • Source: SR 149 Pit Sample No.; 222 COMPACTION TEST REPORT EVERGREEN TESTING INC. ure 222 Foundation Inspection Report Office No. (518)761-8256 Date Inspection equest received: h fA L- Queensbury Building&Code Enforcement Arrive: Wam/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: SG ,- �r� e�l�W Y1 PERMIT#: G�O LOCATION: 00(ti INSPECT ON: U TYPE OF STRUCTURE: Comments Y N N/A ,)/_Footings; Piers Monolithic Slab Reinforcement in Place CG/` 101- 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 poly for wet areas under slab Backfrll Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.InspectionTORMSToundati.on Inspection Report.doc January 28,2003 Nov 14 03 05:09p schoder rivers associates GSO-2919 p. 4 . / owl REVIEW SUMMARY PROJECT: LOCATION: ZIP CODE: / E9 ® 4 ITEM Value BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 317 (default to 09 class D) !4S _ Section 1615.1.1 316 S,(short period) O, 4-2 Figure 1615(1) 31 B S, (1 second period) O . !o / Figure 1615(2) 319 F.(site Coefficient—Short) f . $ Table 1615.1.2(1) 320 F, (site coefficient-1 sec.) 2 , 4 o Table 1615.1.2(2) 320 S,,,.(short period adjusted) $2 3 Equation 16-16 317 S,„,(1 sec.period adjusted) • 2 43 . Equation 16-17 317 Sos (shod period) 2.,4 17 Equation 16-18 320 Sp, (i sea.period) ! to 2 Equation 16-19 320 Seismic Use Group r Table 1604.5 287 Seismic Design Category G Table 1616.30) 324 (short period) Seismic Design Category G Table 1616.3(2) 324 (1 sec,period) SEISMIC DESIGN CATEGORY This category determines the (most severe of above two) L design analysis and whether MEP systems must be braced. Analysis procedure Used Section 1616.6 326 Building Components Subject To Section 1621 345. Seismic Design Requirements: lei {• Per, �''f'p `f- n Archltectural 5 u•S p• (-e, tl S Section 1621.1.1 & 345 Mechanical Section 1621.1.6 347 Plumbing -- Pf oh ditto 347 Electrical ditto 347 Nov 14 '03 05: 10p schoder• rivers associates 668-2919 p. 5 e SCHODER RIVERS ASSOC. PROJIMT: Adirondack Radiology Associates SHEET: Cover Consulting Engineers, P.C. 6aybrook Professional Park 2315-2 Route 9N LOCATION: Queensbury, NY DATE: 11113/03 Lake George,NY 12845 BY; DINE Phone:(518) 668-2918 Pc- 03-3 a0 CM SMR Fax: 618 668-2919 Lateral Load Analysis Longitudinal and Transverse Wind Loads................................... 1 Longitudinal Shear Wall Loads.................................................2 to 3 Transverse Shear Wall Loads and Dimensional Limits.................. 4 io 5 Seismic Design(does not control).............................................a to 7 Roof Diaphragm and Truss Uplift..............................................8 Nov 14 03 05: 10p schoder rivers associates ' 668-2919 .......... eo I ._.. ._.__...___..._---- ��'� �Y '" ! --- _fir... .. _.__. '......_ .�.. .._H._.�.•...._..__ . .__ _. ._... _._--i_ ,_-_ � .. _ ._. �fG_...�rt.'?r f✓.�2k:.. ��:9�f..._/!? • anti�-•�i��r�,:y,�. •--_____.....__--... ._......_.... ...._ ... ��-•� �+�+ �.+• � �F. scnoaer rivers associates bbu-Gblb p. ! Z '57- -771 ILL _...... ._....-•-... ----.._.-.._.._. ._.._.. _ _ ........._._...._...—/lF.cpr_....._....._........ . ,, ,�... i Nov 14 03 05: 11p schoder rivers associates GSO-2919 p, g WoodWorks(D Sizer SOFTWARE FOR WOOD DESIGN Yt-Y Bearnl WoodWorka®Sher 2000d Nov,13,2003 09:60:46 �:014Prv4Y -- I PROJECT Dave Evers davesr0 nycap.rr.con, I Sohoder Rivera Asiociates I 2315-2 Rt. 9N I Lake George NY 12845 1 ANALYSIS RESULTS m LOAgS (force=lbs, pray.surezpsf,�ucl^p1Y, location=ft)�=__�_______.________. »Self-wRight of members has NOT been included<< Load I Type I Distribution I Magnitude Location I Pattern I I Start End Start End I Load ---------------I---------------- ------c----------I ------ ---------I-------- i Dead Partial JDL 1_5 195.50/ 0.00 13.60 No 2 Daad Partial JDL 195 195.50 55.4C 69.00 No 3 Dead Partial 'JDL 156 156.00 i 13.6C 55,40 No �.r LOAD COMBINATIONS: ASCE 7-95 1:-D onl v (D=dead L=live S=sno-.,, 11=w'_nd I=impact C=construction) SH3ARS AND BENDING (+ve bending = compression on top): SPAN I Load I Shear@ I Bending@ I Span_Bending I Comb. I start end I start end I mad. loc. I ( ( Ibsj I (lbs-E:I ( (lbs-ft) (ftl ------I-------I--------------------I--------------------I----------------- 1 1 1 0 -4261 0 -541,68 0 0.0 ------I-------1--------------------I--------------------I----------------- 2 I 4795 -2762 -54168 0 19522 30,7 mm.vw..pme.rammarsc=vrcnc-•.c.=c.................m ......ez.........nme=;..w:.==.Loom VERTICAL REACTItONS ( -ve upli[,_ I Ilbs) I. 24.00 45.00 ft Load I Comb. I ----------I---------------------------- 1 1 9076 2762 � d 1= I y,� s h _..._._..... . . ... ..... .. ....._ .. .. - --... _ . .. ---... ..............__....... _._. . JAI -- �/ _...._. _ - LU _ R 'a) RTR7-Rqq 5a1BSOOSSB SJa^lj JaDOUDS dal sen On a.r WWII NOV 14 03 05: 12p schoder rivers associates suu-euiu p. 1U WOOdWorkS® SIZ@r -_ SOFTWARE FOR WOOD DESIGN Baam1 -- _ WoodWorkst Wzar 2000d Nov.13,2003 1013:3a COMPANY _ I PROJECT Dave Evors davesra@nycap.rr.com Schoder River-. Associatee I ?315.2 Rt. 9N I :,eke George NY 12845 I A14ALYSIS RESULTS nwvvm+.-.rs===.a --- ----------vv=c-rm�c�c-=3vs=c_=vanes LOADS: ;force-lbs, presaurc=psf, udl=plf, location-ft) >?Self-weight of members has NOT been included<< a--- Load-I=Type-' I Distribution j Magnitude =o I Location n - I ?attern I f I Start End l Start End I Load -----I--------1--------------I-----------------1-----------------I-------- 1 Dead Partial UDL 195 195.50 0.00 13.60 No Dead Partial UDL 195 195.50 155.90 169 No 3 Doad Partial UDL 156 156.00 13.66 155 No LOAD COMB=I4ATIONS: ASCE 7-95 1: D only (=)=dead L®live S=snow W=wind I=impact construction) SHEARS AND BENDING (+ve bending = co:apreasion on top); =- SPAN I Load I----- Shear@- - -.--__------------------------ Span_-Bending___ I Comb. I start and start and I mag. loc. f I ( lbsi (lbs-ftj I (Its-ft) Crtl ------i-------I-------------------- -------------------- ----------------- I 3277 -4592 0 -39819 27712 17.6 ------I-------1---------------- 2 1 i 4163 -3325 -39879 19186 15651 26.7 - -----I-------f--------------------I--------------------I----------------- a i 1 2659 -286S -19186 -2545' 2976 17.3 =------I-------I---------------------I--------------------- 1 1 3742 -2892 -23451 0 21429 24.3 VERTICAL-REACTIONS-(. v e_-_uplift-I-_lbsl_:_�----- -_--- I 4l.OQ 48.00 35.42 39.08 C' Load I aars=b.-----e===_=_____ comb. I I ^ ^ ^ ----------I----------------------------------------------- 1 1 3277 6755 5964 6Ed8 2692 �47 r ,r Ar 3 Sri L� & a/ Nov 14 03 05a12p schoder rivers associates 668-2919 P. // ---. _ .._._ --. -- .._ .............. .------......._....__. _... --------.... -- ... ... ...._.. .. _.._.. aj - , _. .. ...._........_..._ ..........; . d IIOv. 1't u0 U;3 L.7w Sunouer rivers ass OGlaLes o0o-cA1.7 , ice, r ADIRONDACK RADIOLOGY �7 Date and Time: 1 111 3/03 2:15:18 PM MCE Parameters - Conterminous 48 States Zip Code- 12804 Central Latitude = 43.349572 Central Longitude = -073.677666 Data are based on the 0.10 deg grid set Period SA (sec) (%g) 0.2 034.2 . Map Value, Soil Factor of 1.0 1.0 010.1 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 052.3 Soil Factor of 1.53 1.0 024.2 Soil Factor of 2.40 MCE Parameter. -Conterminous 48 States Zip Cod �12804 entral Latitude = 43.349572 . Central Longitude = -073.677666 Data are based on the 0.10 deg grid set Period SA (sec) (%g). 0.2 034.2 Map Value, Soil Factor of 1.0 1.0 010.1 Map Value, Soil. Factor of 1.0. MCE SPECTRUM x SOIL FACTORS Fa= 1.53 Fv=2.40 Period , SA (sec) ft) 0.000 020.9 0.4FaSs 0.093 052.3 To 0.200 052,3 T=0.2, FaSs 0.465 052.3 Ts 0.500 048.6 0.600 040.5 0.700 034.7 0.600 030.4 0,900 027.0 1.000 024.3 T=1.0, FvS 1 1.100 022.1 1.200 020.3 1.300 018.7 1,400 017.4 , 1.500 016.2 1.600 015.2 1.700 014.3 1.800 013:5 1.900 012.8 2.000 012.2 At i ,r 6,. _...._..._ .... . .. _. _ . . _...._.. ._ . _ .......... 2 ; ; J --.... ._ .... __....._.-._._ . ........... Gstry- �--- : : " 0 i i -------•--.._.._.-..---.._.----_....-----_.-._.____ ..�: _..__ .. .. .ram {- - i • r :_.... EI 'd 6I6Z-899 sagetoosse s�ant.� �apoyos daT :on Pn +,r noi, ' FEB- 4-04 WED 5:34 PM SCHERMERHORN FAX NO. 5187439653 P, 1 RECEIVED F E s 0 4 2 0C r 15F BIRDIE DR[�F QUEENSHORY, NY 12804 (318)798-0674 FAX• (318)743-9633 TOWN OF QUEENSBURY • PLANNING OFFICE ,e.i�i..._:sj2r�'S�•`-�.I'f.:�(°.i,z S ..�lF:r�•'t�'"h .,° �.':?-..1. "i 'fil s.c 1_:'s:;� '.y S��Cs�4: d••'`n "acd�F ; ;_ '?k Nf 11-1 kt� t �� ti:z;:;r s♦r:'<r.r.�:.,a'.;: :••..: To: ��i° O t cl Fax: v y From, Pate: O �'c� Re: C]Urgent /For Review ❑Please Comment Q Please Re* Ca Pose Recycio �'4� 0 •r ; Number of pages beinz sent clncludiag cover sheet) -- ° TED- 3-04 TUE 3: 15 PM SCHERMERHORN FAX N0. 5187439653 P. 1 New York State Department of Environmental Conservation Division of Environmental Permits, Region 6 AM 232 Hudson Street--P. O_ Box 220, Warrensburg, New York 12885-0220 Phone: (518)623-1281 • FAX: (518)623-3603 Website:www.dec.state.ny.us Erin M.Crotty Commissioner July 24, 2005 Mr. Richard Scherrnerhorn 15 F Birdie Drive , Queensbury, NY 12804 RE: freshwater Wetlands Permit (Wetland # GF-23) Medical Office Building-Lot 6, Baybrook Professional Park. Town of Queensbury, Warren County DEC Permit# 5-5234-00287100006 Dear Mr. Schermerhorn: Enclosed is your DEC permit for the above project, issued in accordance with;the applicable'provisions of the Environmental Conservation Law. Questions regarding the terms of this permit should be directed to John O'Connor of our Bureau of Habitat, telephone (518) 623-1241. Should your plans change, please contact this office to determine if a permit modification is required. :Please note the general and special permit conditions that are intended to minimize the environmental disturbance ,associated-with your project. It is the responsibility of the permittee and his agent to read and comply with all per.rnit conditions. The perbiit is valid only for the activity expressly authorized. Work beyond the scope of the permit will be considered as work without a permit. Failure to comply with these terms may be treated as a violation of Environmental Conservation Law. Work done under this permit is subject to inspection by Forest Rangers and Environmental Conservation Officers, This permit does not eliminate the need to obtain approvals-that may be required from other agencies, including the_U.S. Army Corps of Engineers (ACOE). The ACOE contact is Kevin Bruce, telephone (518) 273-7420. Tbarik you. Sincerely, Walter L. Haynes Deputy Regional Permit Administrator Enclosure c: Jolm O'Connor FR Lt. Dave Brooks (via.e-mail) ECO Lt. for area (via e-mail). Joaa Ducharme (via ewmail) Kevin Bruce, US ACOE -Troy James Miller - Miller Associates a New Fork State Department of Environmental Conservation m Ln rn NOTICE 0 z >e w The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Law for work being conducted at this site. For, further information regarding the nature and extent of work approved and any Departmental conditions on it, contact the Regional Permit a Administrator listed below. Please refer to the permit number shown when contacting the DEC. N Deputy Regional Permit Administrator Permit Number 5-5234-00287100006 � W Expiration Date October 1,200 NOTE: This notice is MOT a permit w a. �FEB- 4-04 WED 5:34 PM SCHERMERHORN. FAX .NO. 5187439653 P. 2 NEW YORK STATE DEPARTMENT OF E MRONMkNTAL CONSERVATION RLG 5 Fonn 1 09/95 cmt AEC PBRMITNUMBER EFFECTIVE DATE 5-5234.00287100006 Jkiy Zy, 2003 FACILMY/PROGRAMNUMBER(S) EXMATION DATE PERMIT October 1,2005 Under the EDAMOtmonlal Conseivatlon Law(ECL) TYPE OF PERMIT [� New ElRtoewel f I Modification Aaicle IS,ritlo 5: ❑ Article 13,Title 277 Article 23,7i11¢27: Proteciitm ur Water Wild,accrue and Recreational Rivets Mined Land Reclamation Fx 6NYCRR 605; M Article 24: ❑ Other.Water Quality Conificadon Ftesbwolu Wetlonds PERMIT ISSUED TO TELEPHONE NUMBER Sehermerhorn Properties,Inc. 518-798-0674 ADDRESS OR PERMITTEE 151r Birdie Drive,Queensbury,NY 12804 CWTACT PERSON FOR PERMITTED WORK TrELEPHONANUMEER Janes Miller, 169 Haviland Road,Queensbury,NY 12804 518-792-4958 NAME AND ADDRESS OF PROJECT/,FACILITY Baybrook Professional Park LOCATION OF PROJECT FACILITY South side of Willow Brook Drive,to the east of Bay Road,Quccnsbury COUNTY TOWN/CITYNILLAGE WATERCOURSEMULAND NO. NYTMCOORDINATES Warren Queensbury Old Maids Brook/GF-23 E- 609.2 N-4800.0 DESCRIPTION OFAUrKQRIZED ACIIVITY Project consists of grading 19,480 square feet of adjacent area of Freshwater Wetland##GF-23 for the construction of a stormwater detention basin and outlet structure and the installation of 1,400 square feet of paved parking area. All work shall be perfonned in accordance with plans prepared by Miller Associates titled"Office Building-Lot No.6" dated March 15,2003. By acceptance of this permit,the peimittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,the General Conditions specified(see next page)and any Special Conditions included as part of this it. DP.PLITY REGIONAL PERMIT ADMINISTRATOR ADDRESS �I/alfe� L- NRyh£,s, 232 Hudson Street,PO Box 220,Warrensburg,NY 12885-0220 AUTIIOKIZED$IGNATURE DAU Page 1 of 4 FEB- 4-104 WED 5:35 PM SCHERMERHORN FAX N0, 5187439653 P. 3 NEW.YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS item A: . Permlttee Accepts Legal Responsibility and Agrees to Indemnification The permittee expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York,its representatives,employees,and agents("DEC")for all claims,suits,actions,and damages,to the extent attributable to the permittee's undertaking of activities or operation and maintenance of the facility or facilities authorized by the permit in compliance or non compliance with the terms and conditions of the permit. This indemnification does not extend to any cialms,suits,actions,ordamages to the extent attributable to DEC's own negligent acts. Item B: Permlttee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply With this permit,Including all special conditions while acting as the permittee's agent with respect to the permitted activities,and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals,lands,easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item b; No Right to Trespass or interfere with Riparian Bights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to E.CL.71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit,including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility_ Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms,conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal,modification ortransfer of this permit.Such application must include any forms or supplemental information the Department requires.Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System(SPDES),Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities(SWMF);and b) 30 days before explrati+on'of all other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 5 PO Box 296, Route 86, Ray Brook,NY 12977-0296 telephone:(518)897-1234 General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification,suspension or revocation include: a) materially false or inaccurate statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change In environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions,orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DI CPERMIT 5-5234-00287100006 PAGE 2 OF 4 NUMBER n"n s w.—le lno/0 S1 c.rl FEB- 4-04 WED 5:36 PM SCHERMERHORN FAX NO. 5187439653 P. 4 AOAfkIoNA1.GENIFJtAL CONDITIONS FOR ARTICLES 15(Title a 24,ZS,34,36■ed ONYCRR part 609(Schermerhore Coastruc0q;1 Corp.) S, That if fulure operationsby the State of Nesv York require an altualion in the posilioa orthe 9. Any material dredged in the conduce of the work beoln petmitled sball be structure or work heroin authorized,orif,intheopinionofiheDeparimentofunvironmeatal removed evenly,without leaving large refuse piles,ridges across the best or Conserve lion it shall causeunrcusonable obstruc4on to The 16m navigation of said watcra or waterway orfloodplain or deep bales Opt may have a tendency to cause damage flood flows or endanger the bcalth,safety or welfare of the people of the State,or cause loss to navigable channels or to the banks of a waterway, t1r destruction of lba natural resources of the State.the owner may be ordered by the 10. There shall be no unreasonable interference with navigation by the work herein Department to remove ur alter the structural work,obstructions,or b=Ws caused thereby authorized, without expense to the State,and if,upon the expiration or revocation of this permit,the 11. 1f upon the expiration or revocationofthis permit,the prajoce hereby authorized structure,fill,excavation,or other mudiflus ion of the watercourse hereby authorized shall has not been completed,the applicant shell,wirhout expense to the State,and to not be completed.tiro owners,shall,without expense to the State,and to such Extent and in such extent and in such time end manner as the Department of Environmental such time and manner as did Deparlmem of Ruviroemeptai Comsemlion may require, Oodsmatiou may mquirc,MMOVO oil orapyportionofthermcompletedsirucmme remove all or any portion of the uncompleted structure or fill and restore to its former orfll and restore the site to its forma condition.No claim shall be mode against condition this navigable and flood capacity of the watercourr— No claim shall be made the State efNew York on eccoont of any such removal or operation. agaziOte State ofNew York onucwuntofagy such removaloralteration. 12. If granted under 6NYCRR Part 60a,the New York Slott Npartmentof 6. ThotthesialeofNewYorksballlnpocasebeliableforanydamagaorinjurytothestructure Environmental Conservation licrebycenifies ilia the subjca project will not or work herein milhonized wbich may be caused by or result from future operations contravome effluent Itmitntions or other limitations or standards ruder Scellons undertaken by the state tot ilia conservation or improvement of navigation,or fix other 301,302,303.306 and 307 of the Clean water Act of 1977 (pL 95-217) purpo;ce,and no claim or right to compensarlon flail accrue ftont any such daumage. provided that all of the conditions listed hernia are nWL 7. Granting ofthis permit does not relieve the appljcaid of rite responsibility of obtsini ng any 13, All activities autbori-ced by dijs pctm><must be in strict eonformanoe with the otba parnmission,cvgscnt of approval from the U.S,Army Corps of Lnppccm U.S.Coast approved plans aubrrtitted by the applicant or his agent as part of the permit Gunrd,Now York State Office of Gancral Services of local govemnient which may be appliesfian. required. V. All necessary precautions shall be taken to preclude contamination of any wetland or waterwaybysuspeaded solids,acdiments,fbels.solvents,lubricants,epoxy coatings,Daipts, eupenle,lctcbato of any other environmentally deleteeious materials associated with date Such approved plans were prepared by pwjouL Miller Associates titled "Office Building_ Lot No. 6"dated March 15,2003 SPECIAL CONDITIONS 1. The permittee shall require that any contractor, project engineer, or other person responsible ;for the overall supervision of this project reads, understands and complies with,this permit, including all special conditions, to prevent environmental.degradation, 2. A DEC permit sign must be,conspicuously posted at the work site,protected from the weather, for the duration of the project. 3, The permittee shall mail or FAX the Warrensburg,Bureau of Habitat office,the attached NOTICE OF INTENT TO INITIATE P ROJ ECT CONSTRUCTION form to John O'Connor within 48 hours of commencement activities so that it is received at least 48 hours prior to the commencement of activities authorized by this perirlilt, Notification by FAX must be made on weekdays(excluding holidays)between 8:30 a.m. and 4:30 p.m.to(518) 623-3603, 4, A copy of this permit, including all maps and drawings mentioned in special conditions, is to be available for inspection by DEC at all times of active work at the project site. Failure to produce a copy of the permit upon request by a DEC representative is a violation of this permit and is sufficient ground for an order to immediately cease all work on the project. 5. Objects or survey ribbon that define the boundaries of the wetland and/or permitted structure(s) must not be removed or substantially altered without permission of DEC prior to one calendar year after permit expiration date. 6. The project may be inspected by DEC up to out-year following the expiration of this permit. DP-CPERMITNUMB R 5-5234-00287/00006 PROGRAILWAC1LiTYNUMBER Page 3 of 4 r FEB- 4-04 WED 5;37 ,PM SCHERMERHORN FAX NO. 5187439653 P. 5 RVG SForm lb(09/95)curt NEW YORK STAUS MPARTMENT OF EmmoNWNTAL CONSERVA,MN ADDITIONAL SPECIAL CONDITIONS FOR ARTICLE 24 (Schermerhorn Construction Corp.) SPECIAL CONDITIONS 7. This-:permit-d6es.not-authorize-any work between October 1 and May 1 of any_calendar_year. Any-work performed during this pe66d_shall_e6nstitu1e_work without a permit and a violation of Article 24 ECL which -carries aVrialty_of up to$10,000. Construction during this period-is prohibited to avoid work dur_i0g adverse wealher conditions which could have a significant impact on wetland resources in the project area. 8. All erosion control measures intended to stabilize the work site shall be completed by October 1 of any calendar year. If work authorized by this permit cannot be completed within the dates specified above,interim stabilization measures consisting of erosion control matting or mulching shall be installed by October 1 and maintained in an effective condition until such time as authorized work resumes in the spring(an extension of this pernut may be required to resume work in the spring). These actions are necessary to minimize the impact of the authorized work on the wetland resources by securing the site before normal adverse weather conditions occur. A request to work between October 1 and May 1 to complete a project already started will likely be denied. 9. Any debris or excess materials from construction of this project shall be immediately and completely removed from the wetland and 100 foot adjacent area to an approved upland area for disposal. 10. Staked bales of bay or other means to control erosion are to be used on the downslope edge of any disturbed areas_ This barrier to sediments is to be put in place before any disturbance of the ground occurs and is to be maintained in good condition until all disturbed land is heavily vegetated. 11. All areas of soil disturbance resulting from.this project shall be seeded with an appropriate perennial grass seed and mulched with hay or straw immediately upon completion of the project or by the expiration date of the permit, whichever is first. Mulch shall be maintained until a suitable vegetative cover is established. 12. All disturbed areas where soil is temporarily exposed or stockpiled for longer than one month shall be.stabilized in accordance with the temporary seeding or ground cover measures.per attached specifications. 13. If seeding is impracticable due to the time of year, a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but no more than six(6) months after project completion, 14. Equipment operation in the wetland is prohibited. 15. Disturbance to the wetland and its adjacent area shall be strictly limited to the work area identified in the work plan. 16. The storage of construction equipment and materials shall be eonfiined to within the project work site and/or to upland(non,-wetland) areas more than 100 feet distant from the wetland boundary_ OBG PERMU NUMBER 5.SZ34-00287/00006 PRMRAM1FAUL1TY NUMBER Page 4 of 4 02/05/2004 11:09 518-584-5012 RUCINSKI HALL `�- PAGE 01 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall RECEIVED $27 Maple Avenue R E �J Saratoga Springs NY 12866 FEB 05 2 Voice 518 5801905 Fax 518 584 5012 7 0WN OF QU S Email nTQnycap.rr.com . ZONING E .ephalf@nycap.rr.com Fax - $heet 1 of 2 To: Craig Brown From: Ethan Hall Date: 5 February, 2004 Re: Revised ARA elevation Craig, Attached is a revised West elevation for the building;on Lot.#6 at Baybrook Professional Park for Rich that indicates a larger gable end on the south end of the building per our discussion. Please review the drawing and call me to discuss. �' I•C of, 5019r a per- ¢ CAACAMS-ttcrma hamlRaybtook,Pwfmtianal O,ficelRt#6-ARATapez mkWax 2 5 Feb 204.doc � - 62/05/2004 11^09 518_584-5012 _ RUCINSKI HALL PAGE 02 II IIIIIIjII IIIiI11 l l l�l �I I�I�I�j�ll�l I i III 5g 1 Feb 19 04 03: 56p schoder rivers associates 668-2919 p. 1 SCHODER RIVERS ASSOCIATES Fax Cover Sheet 1 Consulting Engineers, P.C. February 19, 2004 Prospecfs Rise Professional Offices 2315-2 Route 9N Lake George, NY 12845 Project: Adirondack Radiology Sender: David Evers PE ATTENTION COMPANY Queensbury Code Enforcement Officer NAME Dave Hatten ADDRESS Queensbury, NY FAX# 745-4437 SENDING 3 PAGES. COMMENTS: Please see attached calculations for flat roof snow load and unbalanced snow load. T:518-668-2918 F:518-668-2919 EMAIL:davesra@-nycap.rr.com CC:Ethan Hall - 584-5012 Feb 19 04 03: 56p schoder rivers associates 668-2919 _...�. f •-f'�L -�7 �'�•w�------•.-Y' i �'"�_C I -I � 71 - -- OU . , -- Feb 19 04 03: 57p schoder rivers associates 668-2919 p. 3 If r 1 TL �Tf�-el -- �1 t _ I I . 02/23/2004 15:25 518-584-5012 RUCINSKI HALL PAGE 01 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall Cam` 627 Maple Avenue QJ� Saratoga Springs NY 12866 Voice 518 5801905 Fax . 518 584 6012 Email rrt@nycap.n-.com ephall@nymp-rr.com Fax - Sheet 1 of 2 To: David Hatin—Town of Queensbury Building Dept. From: Ethan Date: 23 February, 2004 Re: Response to Fire Marshall review Dave, I accordance with our conversation this morning regarding the fire marshal's review of the project for Schermerhom Properties at Lot#6 Baybrook Professional Park I have attached the following revisions showing the additional exit sign.required in corridor#24. If there are any additional questions or comments please let me know. C:IACAD,schermerhomlBaybrook Professional OffficeNlo#6-ARAXPaperworkTax 23 Feb 2004.doc � 02/23/2004 1:25 518-584-5012 RUCINSKI HALL PAGE 02 .v c9i IN o p 13 i i i 1 l C, i f I t—i (ll ,-I I �• �� FILE Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.5 Release 1 Data filename: C:\ACAD\Schermerhorn\Baybrook Professional Office\Lot#6-ARA\Lot-6.cck Section 1: Project Information Project Name: Lot#6 Baybrook Professional Park RECEIVE Designer/Contractor: Ethan P.Hall-Architect Document Author: Ethan Hall J A N 2 7 2004 Section 2: General Information TOWN OF QUEENSBURY BUILDING AND CODE Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Type: New Construction Building Type Floor Area Office 8875 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage,Component Certification,and Vapor Retarder Requirements [ ] I 1. All joints and penetrations are caulked,gasketed,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. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Dampers integral to the building envelope are equipped with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. [ ] 7. Recessed lighting fixtures are sealed or gasketed. [ ] 8. Vapor retarder installed. Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value U-Factor U-Factor Roof 1:All-Wood Joist/Rafter/Truss 8875 38.0 0.0 0.028 0.051 Exterior Wall 1:Wood Frame,Any Spacing 5748 19.0 0.0 0.068 0.074 Window 1:Vinyl Frame,Double Pane with Low-E Clear,SHGC 0.45 552 --- --- 0.380 0.520 Door 1:Glass,Clear,SHGC 0.45 105 --- --- 0.340 0.520 Door 2:Solid 21 --- --- 0.340 0.120 Floor 1:Unheated Slab-On-Grade,Vertical 4 ft. 479 --- 11.0 --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 16%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 New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.5 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. 23 Principal Envelope Designer-Name Signature Date r4 �A,� �7O- Permit Number Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.5 Release 1 Data filename:C:\ACAD\Schermerhom\Baybrook Professional Office\Lot#6-ARA\Lot-6.cck Section 1: Project Information Project Name: Lot#6 Baybrook Professional Park Designer/Contractor: Ethan P.Hall-Architect Document Author: Ethan Hall Section 2: General Information Building Use Description by: Whole Building Type Project Type: New Construction Building Tune Floor Area Office 8875 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) 11538 10163 YES Exterior Lighting [ ] 2. Type(s)of exterior lighting sources: _Fluorescent _Metal Halide _High-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. Individual dwelling units separately metered. [ ] 5. Minimum of two switches,dimmer,or occupancy sensor in each space. Exceptions: Only one luminaire in space; Security lighting,24 hour lighting; The area is a corridor,storage,restroom,retail sales area or lobby. [ ] 6. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft. [ ] 7. Photocell/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] 8. Tandem wired one-lamp and three-lamp ballasted luminaires. Exceptions: Electronic high-frequency ballasted luminaires not on same switch [ ] 9. Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. 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 New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.5 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans ors specifications are in compliance with this Code. I•� J — ;z Principal Lighting Designer-Name Signature Date Lighting Application Worksheet New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.5 Release 1 Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Building Type (ft2)(watts/ft2) (B x C) Office 8875 1.3 11538 Total Allowed Watts= 11538 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ #of Fixture ID Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. D x E 1 48"T12 40W/Electronic 3 101 70 7070 2 Incandescent 75W 1 27 75 2025 3 48"T8 32W/Electronic 1 2 34 68 4 Incandescent 100W 1 10 100 1000 Total Actual Watts= 10163 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= 11538 Total Actual Watts= 10163 Project Compliance= 1375 Lighting PASSES: Design 12%better than code Permit Number Mechanical Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.5 Release 1 Data filename:C:\ACAD\Schermerhorn\Baybrook Professional Office\Lot#6-ARA\Lot-6.cck Section 1: Project Information Project Name: Lot 46 Baybrook Professional Park Designer/Contractor: Ethan P.Hall-Architect Document Author: Ethan Hall Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Type: New Construction Section 3: Mechanical Systems List uanti System Type&Description 1 HVAC System 1: Heating:Duct Furnace,Gas,Heating Capacity Unknown/Cooling:Packaged Terminal Unit,Capacity 15000 Btu/h,Air-Cooled Condenser/Single Zone 1 Water Heating 1: Service Water Heater w/Circulation Pump Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To:HVAC System 1 [ ] 1. Equipment minimum efficiency: Duct Furnace(Gas): 80%Ec [ ] 2. Newly purchased cooling equipment meets the cooling efficiency requirements Requirements Specific To:Water Heating 1 [ ] 1. 1-in.pipe insulation on circulation systems [ ] 2. Automatic on/off control required for circulating systems 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. Thermostatic controls has 5 deg.F deadband -Exception:Thermostats requiring manual changeover between heating and cooling [ ] 6. Automatic Controls: Setback to 55 deg.F(heat)and 85 deg.F(cool);7-day clock, L � 2-hour occupant override, 10-hour backup -Exception:Continuously operating zones -Exception:2 kW demand or less,submit calculations [ ] 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfm [ ] 8. Outside-air source for ventilation;system capable of reducing OSA to required minimum [ ] 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly -Exception:Ducts located within equipment -Exception:Ducts with interior and exterior temperature difference not exceeding 15 deg.F. [ ] 10. Ducts-sealed-longitudinal seams on rigid ducts;transverse seams on all ducts; UL 181A or 181B tapes and mastics [ ] 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [ ] 12. Operation and maintenance manual provided to building owner [ ] 13. Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State [ ] 14. Newly purchased service water heating equipment meets the efficiency requirements [ ] 15. Water heater temperature controls: 110 deg.F for dwelling units or 90 deg.F for other occupancies [ ] 16. Stair and elevator shaft vents are equipped with motorized dampers [ ] 17. Exhaust air heat recovery included for systems 5,000 cfin or greater with more than 70%outside air fraction or specifically exempted [ ] 18. Kitchen hoods>5,000 cfin provided with 50%makeup air that is uncooled and heated to no more than 60 deg.F unless specifically exempted [ ] 19. Buildings with fume hood systems must have variable air volume hood design, exhaust heat recovery,or seprate makeup air supply meeting the following: a)75%make up air quantity,and/or b)within 2°F of room temperature and/or c)no humidification d)no simultaneous heating and cooling 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 New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.5 Release 1 and to comply with the mandatory requirements in the Requirements Checklist. The design professional shall provide to the code enforcement official a written certification that the required HVAC tests,system balancing,etc.,have been performed and the system is operating as designed. The design professional shall retain copies of the test reports to be provided to the code enforcement official,if requested.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief, and professional judgment,such plans or specifications are in compliance with this Code. // ,_2?_� Principal Mechanical Designer-Name Signature V Date Mechanical Requirements Description New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.5 Release 1 Data filename:C:\ACAD\Schermerhom\Baybrook Professional Offce\Lot 96-ARA\Lot-6.cck The following list provides more detailed description of the requirements in Section 4 of the Mechancal Compliance Certificate. Requirements Specific To:HVAC System 1 1. The specified heating and/or cooling equipment is covered by the New York State Energy Conservation Code and must meet the following minimum efficiency: Duct Furnace(Gas): 80%Ec 2. The specified cooling equipment is covered by Federal minimum efficiency requirements.New equipment of this type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency. Requirements Specific To:Water Heating 1 1. Piping for the specified circulating service hot water system must be insulated with a minimum of 1-in. insulation having a conductivity no>0.28 Btu•in/(h•ft2•°F). 2. Circulating service hot water systems must have a time switch control that can automatically turn off the system during unoccupied hours. 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. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degree F deadband(a range of temperature where no heating or cooling is provided). -Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 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. 7. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable of reducing outdoor-air flow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces(spaces neither heated nor cooled)must be insulated with a minimum of R-5. Unconditioned spaces include attics,crawl spaces,unheated basements,and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum of R 8 when located outside the building.c) When ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. -Exception: Duct insulation is not required on ducts located within equipment. -Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degree F. 10. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 18113. 11. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment,including multiple-zone terminal units. 12. 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 in 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. 13. 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. 14. Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992,which meet or exceed New York State Energy Conservation Code. New service water heating equipment can be assumed to meet these requirements. 15. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110 OF for dwelling units and 90 OF for other occupancies.Controls must limit output temperatures of lavatories in public facility restrooms to 110 OF. 16. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods,vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: -Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade. -Ventilation systems serving unconditioned spaces. 17. Individual fan systems with a design supply air capacity of 5000 cfin or greater and minimum outside air supply of 70%or greater of the supply air capacity must have an energy recovery system with at least a 50% effectiveness. Exceptions: -Systems serving spaces that are not cooled and heated to<60 OF. -Commercial kitchen hoods(grease)classified as Type I by NFPA 96 -Systems exhausting toxic,flammable,paint,or corrosive fumes or dust If an air economizer is also required,heat recovery must be bypassed or controlled to permit air economizer operation. 18. Individual kitchen exhaust hoods larger than 5000 cfin must be provided with make-up air sized for at least 50%of exhaust air volume that is uncooled and either unheated or heated to no more than 60 OF Exceptions: -Where hoods are used to exhaust ventilation air that would otherwise exfiltrate or be exhausted by other fan systems. -Certified grease extractor hoods that require a face velocity no>60 fpm. 19. Buildings with fume hood systems having a total exhaust rate>15,000 cfin must either have variable air volume hood design,exhaust air heat recovery,or separate make up air supply.