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2005-746 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. P20050746 Date Issued: Wednesday, March 29, 2006 This is to certify that work requested to be done as shown by Permit Number P20050746 has been completed. Tax Map Number. 523400-309-007-0001-055-000-0000 Location: WESTERN AVE. SOUTH Owner. PRG WESTERN REALTY, LLC Applicant: GLENS FALLS OBSTETRICS & GENECOLOGY CTR. This structure may be occupied as a: New Commercial Building By Oder of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the D c r of Building& ement Planning Board or Zoning Board of Appeals. BLDG. PERMIT NO. 2005-746 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; 28 So. Wed,cetn Avenue for the following uses: G.(;'-!ens F OBJGyu WuLch 17, 2006 DATE SIGNATURE OF APPLICANT TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby E- XP-PROVED ( )DISAPPROVED with the following conditions: Ce t 6-ccate o6 Occupancy to be izzued upon co zt,otWation o6 ps opeAaez. TEMPORARY CERTIFICATE OF OCCUP E: 0 0 IT: ( 00.00 received onAT Match 17, 2006ry Date of Issuance Director of Bldg. Cod Enforcement THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES DAYS FROM THE DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050746 Application Number: A20050746 Tax 1\4ap No: 523400-309-007-0001-055-000-0000 Permission is hereby granted to: CTI,F,NS FAI,I,S OBSTETRICS & C F.NFCOI,OCY C For property located at: WESTERN AVE. SOUTH in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: PRG WESTERN REALTY, LLC New Commercial Building $628,000.00 ONE BROAD STREET Plz Total Value GLENS FALLS, NY 12801-0000 $62s,000.00 Contractor or Builder's Name / Address Electrical Inspection Agency Plans&Specifications 2005-746 GLENS FALLS OBSTETRICS & GYNECOLOGY CTR. 5600 SQ FT NEW BUILD $840.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, October 11, 2006 (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 own o uee u October 11, 2005 SIGNED BY 4t/� for the Town of Queensbury. Director of Building&Code Enforcement DRAFT COPY (3/21/03) CHECKLIST NYS BUILDING CODE (BC) Building: NYS FIRE CODE (FC) NYS PLUMBING CODE(PC) Location: i,L JOTE Rt:% AQ NYS MECHANICAL CODE (MC) NYS FUEL GAS CODE (FGC) Date: C�-Z:L-OL5 NYS ENERGY CODE (ECC) Reviewer. T.bp 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 13 5 Type of Construction BC-Table 601 81 6 No. of Sleeping Units/Level BC-202 14& No. of Units-Total 31 No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Malls BC-402 33 Hi-Rise (75' Rule) BC-403 36 Atriums BC-404 37 8 Basement Definition BC-502.1 71 (See page 8 of this check list) Legend: NR= Not Required NS=Not Shown NA= Not Applicable Note: * Non-se rated occupanciesimpose the most re ----- JAM Pagel of 10 a No. Topic Code Page Required Actual Section No_ or Allowed 9. Heights& Building Areas 1, C)DO �Cnd Maximum Tabular Area BC-Table 503 72 Maximum Tabular Height BC-Table 503 72 Maximum Stories BC-Table 503 72 Mezzanines BC-505 73 10. Sprinkler System (water) BC-903 168 Basement Sprinkler BC-903.2.10.1 170 Water Source Sprinkler BC-903.3.5 172 Water Source Site FC-508.1 31 11. Frontage&Sprinkler Credits Area Modifications (ca/c.) BC-506 74 Height Modifications BC-5W 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) ,�, ,� /Q Fe W8,5" 31 1.4. Exterior Walls Distance Separation* BC-Table 602 82 Exterior Wall Openings BC-Table 704.8 87 Parapets BC-704.11 88 Exterior Wall Coverings' BC-Table 1405.2 257 Exterior Wall Finishes BC-Table 1406.2 261 Combustible *Distance separations are doubled if fire fighting water is not available (FC-508.1.3). NOTES; JAM Page 2 of 10 No. Topic Cade Page Required Actual Section No. or Allowed 15. Fire Rated Construction incidental Use Areas BC-Table 302.1.1 17 igt� to Accessory Occupancy BC-302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Control Areas BC-414.2 52 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 Fire Partition (Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 Opening Protectives BC Table 714.2 101 Fire Blocking BC-716 107 Draft Stopping BC-716.3 108 16. Space cCOi-6Awr $C- noe 25� -A=R7 Min. Rm. Dimensions BC-1207.1 251 Min. Ceiling Height BC-1207.2 251 - o 17. Ventilation (Nat. or Mech.) BC-1202.1 249 18. Light r(-Nat. or Mech.) BC-1204.1 250 19. Exits 'demo (�C ate Occupancy Load BC Table 1003.2.2.2 201 (U One Exit Permitted BC Table1005.2.2 224 Stair Enclosure BC-1005.3.2 224 Emergency Egress BC-1009.1 235 J Distance of Travel BC-Table 1004.2.4 220 � Aisle Width BC-1.004.3.1.1 221 Corridor Width BC-1004.3.2.2 221 Capacity of Exits (calc.) BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Table1004.3.2.1 222 Corridor Dead End BC-1004.3.2.3 222 t Door Width BC-1 003.3.1.1 208 jra t--f 1, Door Swing BC-1003.3.1.2 208 U1 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 Headroom BC-1003.3.3.2 213 '? Vertical Rise BC-1003.3.3.E 215 Handrails BC-1003.3.3.11 215 6o.,ds bC 16D3:3,2-.Iz- Zdr Ma if se l2'w-►k t.A�s l'3C IW3.3,3(p JAM Page 3 of 10 No Topic Code Page Required Actual Section No. or Allowed 21. Structural Snomp�oading—Ground BC Fig 1608.2 296 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 , �s � Balcony Loading BC-Table 1607.1 291 Wind Loading (calc.) BC-1609 297 Roof Walls Windows Seismic Loading (calc.) BC-1614 315 Foundation Depth BC-1805.2 398 i l 22. Interior Finishes BC-Table 803.4 161 23. Swimming Pools BC-3109 629 24. Sun Rooms BC Appendix 1 693 25. Electrical Exit Lights or Signs BC-1003.2.10 203 Emergency Lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 General Lighting-Exits-Stairs BC-1 003.2.1-1 204 26. HC ACCESS Exempt Buildings BC-1104.4 238 Parking BC-Table 1106.1 239 - t Route BC-1104.1 - 238 Entrance BC-1105.1 239 C #of Sleeping Rooms BC-Table-1107.6.1.1 241 t #of Dwelling Units BC-1107.6.2 241 Toilet Facilities BC-1109.2 244 � Service Counters BC-1109.12.3 246 oU{% -Areas of Refuge BC-1003.2.13.5 207 ignage i�i t� 1 k3 r a Supplemental HC Req'mts Appendix E 681 4 , 27. SPECIAL INSPECTIONS BC-1704 379 Notes: JAM fvsklp Lj -e t,4M1Vx5 Page 4 of 10 No. Topic Code Page Required Actual Section No. or Allowed 28. Fire Protection Equipment Centrjl Station Monitoring FC-901.9 52 Sprinkler Systems FC-903 55 Other Extingushing Syst. FC-904 59 Kitchen Hood Extinguisher FC-609.8 41 Standpipe Systems FC-905 62 Fire Extingushers FC-906 64 Fire Alarm Systems &SD FC-907.2 66 � Fire Alarm Boxes+2pv$f FC-907.4.1 g07.9 72;73 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 �sey»e,,t�s FC`903.21u, l $� 29. Plumbing Code ixture Count PC-Table 403.1 21 � ,�(-, �_ �Jvl�,n5 �cty,�I•.� S'.2/Urcc �,.k FOJrJ't ��xiv� t Waer Slapphr Service Pipe Size PC-603 33 / Fixture Pipe Size PC-603.1 - 33 Pipe Material PC-Table 605.4 36 Labor Law Art. 10-A UFPBC-904.6 12,340 Pipe Insulation See Energy Code Backflow Prevention 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 anita Drainage rain Pipe Size PC- Table 709.1 54 Drain Pipe Material PC-702 47 ✓/ ✓ Labor Law Art. 10-A UFPBC-904.6 12,340 / Vent Size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC-917 67 tes: JAM Page 5 0#.-10 �� 7�0 �L� No. Topic Code Page Required Actual Section No. or Allowed _ 30. Mechanical Code Ventilation Rates MC-Table 403.3 24C Propane Below Grade MC-502.8.10.1 31 Dryer Exhaust MC-504 33 Kitchen Exhaust MC-506 34o Kitchen Hoods MG-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 \t Fuel Gas Code ppliance Location FGC-303 18 mbustion Air FGC-304 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403 46 Shut Off Valves FGC-409 53 d Chimney Termination FGC-Fig. 503.5.4 63 Gas Vent Termination FGC-Fig. 503.6.6 65 Exit Terminal Location FGC-503.8 - 68 Clothes Dryer Exhaust FGC-613 96 Unvented Room Heaters FGC-620 99 ��---- 32. Energy Code Prescriptive Method ECCC-Table 602.1(1) 50 High Truss Credit ECCC-602.1.2 51 Pipe Insulation—Heating ECCC-Table 503.3.3.1 44 Duct Insulation—Heating ECCC-Table 503.3.3.3 45 V, Pipe Insulation—Hot Water ECCC-Table 504.2 47 ✓j HWH Heat Trap ECCC-504.7 47 COMcheck Computer Software �l Compliance Report Required Notes: JAM Page 6 of 10 9 t Project Name: Glens FLAIs Obs-�c�, ,ci � ��n-ec-,d � BP# Address: Soac a/e57lc n 4Or �iCc.�rrs�rcr� � ii 't 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 Queensbury Building Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed... ... ... ... ... ... ... ... ... ... ... ... .. Xyes []no ❑n/a 2. Energy Form or Checkmate Energy Code Compliance Forms Complete ... Myes ❑no ❑n/a (submit 2 copies) 3. Energy Code Inspector's Report from Checkmate Program.. ... ... ... ... Kyes [:]no ❑n/a (submit 2 copies) 4. Septic application completely filled out (if applicable)... ... ... ... ... ... ... ❑yes [:]no Nn./a 5. Electrical Inspection Form../O.JJIf- Oyes ❑no ❑n/a Yoo- �'73 �- b43L 6. Two (2) sets of plans showing the following: ... ... ... ... ... ... ... ... ... ... ... ... Nyes ❑no ❑n/a 6a. Floor plan(s)... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... yes ❑no ❑tea 6b. Foundation plan... ... ... ... ... ... ... ... ... ... ... . yes no a ... ... ... ... ... ... ... ... ... ... . 6c. Cross section(s)... ... ... .. ... ... ... ••. ••• •• .. ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ©yes no a 6d. Elevations ... ... ... ®yes [_]no ❑n/a 6e. Design loads including floor,snow load,and wind load... ... Mrs ❑no ❑n/a 6f. Seismic design(required after Jan. 1,2003)... ... ... ... ... ... ... ... ... yes [-]non/a 6g. Plans signed by registered architect or engineer,signed... ... ... . 1yes ❑no n/a and sealed by a registered architect or engineer 6h. Window and door schedule... ... ... ... ... ... ... ... ... ... ... ... ... ... Nyes ❑no ❑n/a 7. Two (2) site plans showing location of the structure to be built, ... ... ... Oyes ❑no ❑n/a location of well or water lines,location of septic system or sewer line with all setbacks and separation distances shown,and all improvements to the property. 8. Solid Fuel Burning or Gas Appliance Form(if applicable)... ... ... ... ... . Nyes ❑no ❑n/a 9. Driveway Permit... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... . ❑yes ❑no Wn/a Date: Staff Initial: L:\Suellen ingway\Bading.Pernut.FORNB\Generic Checkbst.doc January 28,2003 • • • RieJrard.9.1(kissita nIGIRWAY gay Superintendent �ii Home(518)790-5127 Am J 742 Bay Road - Queensbury,NY 12804 16Irckael F Travis OeQuty Highway Superintendent Offi-ce Phone: (518) 761-8211 (516)798-0413 Fax: (5181 745-4466 - DRIVEWAY PERMIT �� DATE: APPLICANT NAME: 1- TELEPHONE NO.: 701 - 05q / .� Z/ ®73/ ADDRESS TO BE INSPECTED: Z Sc�-f-Iti rr -f�ve� �Nez.,�s5 � ; tJ iZ RETURN ADDRESS: Applicant must show exact location and width of driveways)to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( )Preliminary Approval NEED: ( )Slight Swale ' O Level with the road ( )Deep Swale Size pipe to be used(if necessary) ( )12" ( )15" ( )18" ( )24" ( )36" Preliminary inspection completed by DATE Approval by Highway Supt. Deputy Supt Upon completion,please resubmit this approved permit for a final approval. * STEP 2: ( )Final Approval { )Rejected DATE.- Richard A. Missita,Highway Superintendent _ 1 Permit No. v� Building &Codes Office-Department of Community Development-Town o ensue ' , ;:; Fee Paid 742 Bay Road, Queensbury, NY 12804 Recreation Fee Dave Hatin,Director cgde� s@aueensbury..,net.. Phone: (518) 761-8256 FAX: (5181 745-4437 Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction. Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant/Builder �5fAk-K-Kee"-De-yeIcv nl�ucOwner: Address: 46vo Sc I ye r T_>�k -R.4 Address: / Broad 5',-,_,11 Ala r4o,1 -o , A)u 17-0Z0 t/tons Gam. 5, A)4-' Home Phone: C5-1 rr Ss,q 10731 Home Phone: 11/X1_./ e r`� zza Email Address: _AA_10Ma Qsr/y�rtildev.co�n Email Address: © 'c-e -79 9pzv Cell Phone: d� 70/_0.5V9 Cell Phone: 3! FAX Phone: FAX Phone: Person responsible for supervision of work with respect to building and codes compliance: Name: / .rlas - �� -� >✓ Address: 00 5 ✓ A./ -_-2 Phone Location of proposed construction: Lot No. Legal Address: 1k 5eu-kAo-e5J-lrn 14-Vf Q� utrn s4"ry Tax Map Number: J09r 7-/, SS.S�,57, -�e_3 Subdivision Name: Estimated Cost of Construction: $ " 000 Proposed construction is for: —Residential Use X Commercial Use Name of Business: F,_115 DAsbe4-rjcs * <ae-nccbtasy Cy r If proposed construction is an addition, what will use of new addition be? New Addition Alteration Proposed Construction V Floor 21d floor Other Total Proposed structure (Occupancy Type) Sq, Ft. sq.ft. Sq.Ft. Square feet Height Ft.&in. Singie-Family Dwelling Two-Family Dwellin Townhouse Multifamily Dwelling Number of Units: Office SGbP (o pc, / air,e Mercantile Manufacturing Other: Attached Garage 1, 2, 3 Type of Heating System: Electric, Oil Gas, Wood, Forced Hot Air, Baseboard, Other: Is a fireplace and/or woodstove being installed, please refer to a separate application. —Yes X No Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with,whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. Date:'4 , zbCUS� Applicant/Builder Signature: �-- �- The application of dated is hereby approved and permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set forth above. Date: Authorized Signature: L:\Sue Hemingway\Buiiding.Permit.FOR MS\Principal Structure Permit Appiication.doc V:12/14/04 �•�• , { .1 rtu MICHAEL R. SWAN REAL PROPERLYTXXSERVICES Director * - r ♦ unlVA-funirdnal Center �� 04 1340 State Route 9 rf+�a IN Lake George,New York 12845 TERI BOSS Deputy Director Tel. 518-761-64b4 Far 518-761-6559 WARREN COUNTY TAX MAP OFFICE EORM—-R-TI]E-CONSOLIDATION_OE-TAX MAP-.P-AIZCELS---------------------. TOWN,C- F OF u ee�sbur� TAX MAP NUMBER OF EACH PARCEL TO BE CONSOLIDATED** 302. 1-1- :5 S 56, -wi© 3097 7-1- 5-5 J 54% -P/4,?- - 12 3 " fit ors r SS�55o/L SIGNATURE WNER' NAOWNER'S SIGNATURE A —DATE DATE "ALL TAXES MUST BE CURRENT ON ALL PARCELS TO BE CONSOLIDATED WARREN COUNTY TREASURER'S OFFICE VERIFICATION: Are there any outstanding taxes on the above referenced parcels? YES NO X VERIFIED BY C/e k s- -_ - TOWN-ASSESSOR'S APPROVAL: YES NO VERIFIED BY' r j0 Any parcels that are to be consolidated MUST SHOW IDENTICAL owner - deed information on each parcel. /�,res: Tje Via• :� i-.s�, T� o y's 3-►� Please be advised that any additional consohdation/split requests concerning the above parcels may result in a $15.00 processing fee being chairged to the property-owner. �24Sa ,- Tor 2e .. GS� �(e J C . Go�. c.i� O� /o6 , J r � QLun�r ��iS Ce— REQUEST FOR PROPERTY AQORESS -20 Town ofC'ti ueensbury, Warren County, NY JVWS57 Department of Community Development Building & Code Enforcement Date of Request: Name: PEG S (Property Owner, Tenant) circle one Telephone Number: ( 51$ ) - (on property where request for address is made) Tax Map Number: section block lot New Address,.• 2? Sol A street zip code Old Address (if known): , stroet zip code Street Range - Comments: Date notified of new address: By telephone In person White/Bldg &Codes Yellow/Assessor Pink/Sheriff 3 Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Inspection re est r ive Queensbury Building&Code Enforcement Arrive: a p art: S 742 Bay Road,Queensbury,NY 12804 Inspector's Initials. NAME: — 1 � PERMIT#: 1( LOCATION: -r-— *� INSPECT ON: "?� ►1— TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers 1 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 water shield 24 inches from wall i 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 Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. �' • �- .lt(p Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: 3 ` Ii =�r� Time: Phone: (518) 761-8206 Business Name: I Fax: (518) 745-4437 Location: 9 Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM 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 K Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan Approved (If no other approvals apply,the B&C Office will issue e Certificate of Occupancy) ❑ Denied ❑ Call for Recheck Inspected By: L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: - LOCATION: f PERMIT#: 21tz"US7D t-} Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of Community Development. Upon review e surve has b V//, Craig krq ,VonQAdministrator Notes: L;�SueHemingway\Building.Codes.lnspection.FORMS\Finai Survey Zoning Administrator.doc MAP REFERENCE MAP OF A SURVEY MADE FOR Z PGR WESTERN REALTY. LLG O_ BYl VAN DUSEN STEVE5 DATEDs MAY 3, 2005 LAST REVISEDt MAY 31. 2005 a - U lv O , HAGNETIC AS PER YAP REFERENCE Q 0 O IVES rp v R.N A VE NUE S02°�141 32II � W a ,ti 1'25.00 0 I� " o E--4 w C 56,925.00 sq.ft. # W ..� V LANDS N/F OF 1.31 acres ON a� MULDER N z Cd ' i O 'Cr O , ` LANDS N/F OF # ►.N SWEET O � � E i STORY WOOD FRAMED Q OFFICE 3 BUILDING A N F- 1 45.DO' u ASPHALT H07°14 32 E i_ o PARKING T --__ Ey gg 30.16' --� ffQp�S � i ' Ig� F W It S0 /W 7°14'3 I 2 (] N g CONCRETE SIDEWALK ul LANDS N/F OF Co N RINGER yy ~ Co ASPHALT PARKING a v O CONCRETE PAD CQ / _.. 1n ul o # o z Z c. s z 7014 2 _— � - � Cr LEGEND 'd = LAMP POST a = FIRE HYDRANT HOLDEN b AVEN `7 c� 0 cc CQ Co UE ko W M Wi.I Salo r-w S- 1 81WT 1 OF 1 PGR-WESTERN D989 DWG. NO. 050G5AB fi Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection re eived• �- Queensbury Building&Code Enforcement Arrive: p Depart: - ` 742 Bay Road,Queensbury,NY 12804 Inspector's Initi ls: } /~ t s �i� ( - 1 �.� ( `JC` `� PERMIT NAME _�t-r. c � LOCATION: ` i L DATE: COMMENTS: Y N NA � r Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete (; Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in. /Step Risers 7"/Treads 11" �� 1 `-, ' Vestibules For Exit doors>3000 s . ft. �� T� All Doors 36 in. w/Lever Handles/Panic Hardware,if required s-1=- Exits At Grade Or Platform 36(w)x 44" 1)/Canopy or Equiv. ��t, Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/ReceivineShipping Room(2 hr.), 1 %z doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Sz Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24' Smoke Vents Or Fan,if required Elevator Op eration and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handica ed Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Rarrip/Handrails Continuous;l2 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File AIP�Ec�— Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. Town of Queensbury /( 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: ��I y� Time: Phone: (518) 761-8206 Business Name: i- yeowj Fax: (518) 745-4437 Location: 1J-)t-,'s7ny, Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure 'f Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE u Sign-normal C � Sign-battery TRUSS ID SIGNAGE J � EMERGENCY LIGHTING 3 t `7 ti J � '��- P � aVY� y� ( pj FIRE EXTINGUISHER: HungGvJ Inspection of extinguisher ) Hydra extinguisher t�y� ,r l(Y�,,y,l t-cy k V,4 FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island Hood Installation ` Interior Finishes Storage V Compressed Gas k Clearance to S rinklers cl Clearance to Electrical 5r Electric Wiring Enclosed Combustible Waste Kly Vehicle Im act Protection � � Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs V, Maximum Occupancy Sign JJJ r Emergency Evacuation Plan ❑ Approved (If no other approvals apply,the B&C Office will issue th ertificate of Occupancy) uir' Denied o Call for Recheck Inspected By: o sT b c L'\Sue emingway\Fire Marshals Office Inpsectian 08.17.2005.doc ��' ,(A,I 12 � Commercial Final Inspection Report — Office No.: (518) 761-8256 Date Inspection req s r e' ed: Queensbury Building&Code Enforcement Arrive: 's a p Depart: ? an 742 Bay Road,Queensbury,NY 12804 Inspector's Initials . NAME: t� �'7 PERMIT - LOCATION: DATE: COMMENTS: Chimney/"B"Vent/Direct Vent Location Y N NA Plumbing Vent Through Roof 6"/Roof Complete (J Q F F Exterior Finish Grade Complete 6"in 10' or Equivalent �� , Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks E&'-YG 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 re aired Exits At Grade Or Platform 36(w)x 44" 1)/Canopy or Equiv. ,� Gas Valve Shut-off Exposed&Regulator 18")Above Grade — �� LL lq Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum �C Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System l Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area \ IJ5-r Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %z doorsc- �'�, >10%> 1000 s . ft. j 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire 1 Dampers J 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 1 K�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 Signage Assembly Space Vf Final Electrical 1 V�)bT Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O t� Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc q NA Rough Plumbing / Insulation Inspection R oft Office No. (518) 761-8256 Date Inspe ionr-n(-�F5- LOCATION: _ Queensbury Building & Code Enforcement Arrive:_ o 742 Bay Road, Queensbury, NY 12804 Inspector's NAME: C= - `� P I �—c,r TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet,/ change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes 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: LAPam Whiting\Building&Codes\Inspection Forn-s\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque ret?-ocE Queensbury Building & Code Enforcement Arrive: ca =rU aml742 Bay Road, Queensbury, NY 12804 Inspector's INAME: GL�� FALL� nRJ(;(0 ERMIT #!: =l" LOCATION: ZR Q E 5 � RAF INSPECT ON: 12.-79-06' TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check u Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct toe COMMENTS: , LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 `Rough Plumbing / Insulation Inspection Rero oft qy Office No. (518) 761-8256 Date Inspection request r e . I3 �1 Queensbury Building & Code Enforcement Arrive:Inspection part: �_ am/,�... 742 Bay Road, Queensbury, NY 12804 Inspector's In4tlals NAME: F ' PER #: 6S-7 LOCATION: Af INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test -.__...._ .w. Water Supply I Piping ' Air/ Head for 15 minutes sulatio / Residential Che r ial Check Pro er Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properlyl No duct tape COMMENTS: LU'am Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing J Insulation Inspection Report Office No. (518) 761-8256 Date Inspec 'on request ved.- Queensbury Building &Code Enforcement Arrive: = a /pm = a / 742 Bay Road, Queensbury, NY 12804 Inspector's Initia 1 NAME: P IT #: ' LOCATION: - INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing �--t Plumbing Vent jllinf§IrPlace 1 1/2 inch minimum Drain Size � �TM�, Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air P.S.I 10 ft, above highest connection for 15 minutes e est _. Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation / Residential Check / Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If re uired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: " LAPam Whiting\Building&CodesUnspection Formsaough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Rough PI u m bi ng su a ion -nspe&ion Rep rt 2' t D Office No. (518) 761-8256 aVlp� �,"o VW� r � ed� Queensbury Building & Code Enforcement Arrive: _ part: a m 742 Bay Road, Queensbury, NY 12804 Inspector's Init i i l} NAME: PER #: LOCATION: INSPECT ON: ► 7 .—� --r� TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 2 0 P.S.I for 15 minutes nsulation / Residential Check/ Commercial Check Pro per Ye 3>Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: Y-� LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ re ed- Queensbury Building & Code Enforcement Arrive: part: _�� m 742 Bay Road, Queensbury, NY 12804 Inspector's Init' I NAME: -� F n g K� PER I #: 061,9E D LOCATION: ;�,C� ,_� � l h INS CT ON: Z--t TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Ilk,Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes 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: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report-revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspecti e Office No. (518) 761-8256 Date Inspecti requ rec ved: Queensbury Building&Code Enforcement Arrive: a epart: ,- F' a m 742 Bay Road, Queensbury,NY 12804 Inspector's In -a 1 / NAME: _ PERMIT#: 7i p LOCATION: LC INSPECT ON: 1 Z.-- V�- (_`45 TYPE OF STRUCTURE: b Framing Y N /A COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers racin Bridging Joist hangers �c:i�� C. 1.i�5 / Jack Posts/Main Beams PC 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 00�VIE ' Metal Strapping for Notches Top Plate TV 6�)t) 1 %2 w) 16 gauge(8) 16D nails each side , 2� f�C �VV\A Draft stopping 1,000 sq. ft. floor trusses �� Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall �� Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Rough Plumbing / Insulation Inspection Repo Office No. (518) 761-8256 Date Inspection req re ive Queensbury Building & Code Enforcement Arrive: / part: a 742 Bay Road, Queensbury, NY 12804 Inspector's IN NAME: PE I #: LOCATION: IN P ON: TYPE OF STRUCTURE: Y N N/A `/0 Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / chan a of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 5 . .I for 15 minutes A nsulation / Residential Check/ Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces t�001� o Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspectn request reeive�l Queensbury Building&Code Enforcement Arrive. .' h-U m N_D =® a 742 Bay Road,Queensbury,NY 12804 Inspector's Initials- f' V PERMIT#: Jc` L NAME: i LOCATION: IN ON: /; TYPE OF STRUCTURE: Y N N/A COMMENTS ming Attic Access 22"x 30"minimum -1�-TF�1G� v��tl C�►JL� 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 lesson center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Rough Plumbing / Insulation Inspection Report / Office No. (518) 761-8256 Date Inspec ion reque c ' Queensbury Building & Code Enforcement Arrive: �, / epart: ►7 am m F 742 Bay Road, Queensbury, NY 12804 Inspectors Initials: NAME: C-E C�OIC,'�1J PERM T #: LOCATION: � 1 �-T"I~ t�� (=��F_ INSP TON: 5 TYPE OF STRUCTURE: GV�710E Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Residential Check/ ommercial Check Pro er V ttic Vent c / Hot Water Piping Insulation If re uired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct toe N COM MENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 � �/ Framing/ Firestoppmg Inspectio►—n Report Office No. (518) 761-8256 Date Inspection uesr eceivef Queensbury Building&Code Enforcement Arrive: art: r: an)ffinnr'` 742 Bay Road,Queensbury,NY 12804 Inspectors Initia s: - x f r / NAME: f PERMIT#: LOCATION: I k O INSPECT ON: 1.Z--1\ TYPE OF STRUCTURE: C,• f� Y N N/A CO 'TS Framing r'Lr .. Attic Access 22' x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly , 12"O.C. Headroom 6 ft. 8 in. s Stairwells 36 in.or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall ire separation 1,2,3 hour n ' Fire wall 2, 3,4 hour Firestopping ;L Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side t/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection rest rpe�v1: _- Queensbury Building & Code Enforcement Arrive: a7. a 742 Bay Road, ry, Inspector's m , Queensbu NY 12804 Inspector s Initials.,.. NAME: C;- _ C 1 0 PEFWI'T LOCATION:- INSPECT ON: TYPE OF STRUCTURE: Y N /A \10ou h Plumbin Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping "_"1 , V° Air/ Head �c�-- V/ 50 P.S.I for 15 minutes V.. 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: LAPam Whiting\Building&Codes\Inspection Fotmsaough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive:'' am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: ik t NAME: _\ PERMIT#: l LOCATION: W INSPECT ON: --� TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:-:�') am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: ,I NAME: �� _ ��,J r � �, C'(_.E��6�� PERMIT#: 71� ,� LOCATION: - INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more 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 is 6 ft. or less on center Ic d water shield 24 inches from wail V ' _ — Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hours Firestopping ; = v t f7z Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X �� 1--� Ceiling/wall , ��y {�-'{, .. z.' Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report 0-� Office No. (518) 761-82.56 Date Inspection r uest c ' Queensbury Building&Code Enforcement Arrive: m/p Depart: )in 742 Bay Rd., Queensbury,NY 12804 Inspector's Ini als: NAME: - ERMTT#: -- -- LOCATION: Q ,cyt,ti INSPECT ON: TYPE OF STRU TURF: Comments 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 j Footing Drain Daylight or Sump Footing Drain Stone: \I.C. 12 inch width 6 inches above footing 6 mil poly for wet areas under slab �� Back ' Approval — � mb `g Under Slab / PV l Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Sue}3einingway,Buiiding.Codes.Inspection.FORMS\Foundation Inspection Report.doe January 28,2003 Foundation Inspection Report ` Office No. (518) 761-8256 Date Inspection re uesereivQueensbury Building&Code Enforcement Arrive: m pDepart: -�arr� .- 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi C� L NAME: _ � j 6P4 KNIT#: _ LOCATION: 7 PECT ON: TYPE OF STRUCTURE. _ Comments -�------- Y N N/A Footings ------__._—__-- _ Piers Monolithic Slab Reinfor ment in Place qv'lcontractor is responsible forproviding 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 i Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: _ 12 inch width 6 inches above footing 6 mil poly for wet_areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L,aSucHemingway\Building.Codes.Inspection,FORM SU'oundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re uest r ved- Queensbury Building &Code Enforcement Arrive: a Depart: a a m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials- NAME: _ NAME: C- S ERMIT#: LOCATION: INSPECT njNr t - _ S TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab y 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 _ P_ Foundation Dampproofing Foundation/Waterproofing Type ofDampproofing/Waterproofing F'�tiA"�,E 50Pm1-T- V-t--TTt*) Footing Drain Daylight or Sump rV-.1WA 0A VLAI.)-M Footing Drain Stone: 12 inch width 6 inches above footing i IkbE�1C_ DwJ S-xv-- 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab VC/Cast/Copper Foundation Ins laty�- Interior l Exterior R- t} _ Rough Grade 6 inch drop within 10 ft. L:1SueHemingway\Buil din g.Codes,InspectionTORMSWoundation Inspection Report.doc January 28,2003 Foundation Inspection Report u p p Office No. (518) 761-8256 Date Inspection requ ece d: _ Queensbury Building&Code Enforcement Arrive: vpm part: b pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia NAME: _ ERMIT#: LOCATION: _ SPECT ON: TYPE OF STRUCTURE: Comments otings Piers � �� Monolithic Slab Reinforcement in Place Cj�!) Q E� 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 Dampprooft ng Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump _ Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly to]-wet areas under slab Backfill Approval �^ Plumbing Under Slab i PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueilemingway'Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection rgeq Queensbury Building&Code Enforcement Arrive: Dipart: a m 742 Bay Rd., Queensbury,NY 12804 Inspector's InitiaNAME: Q ` LOCATION: a? _ FNTSPECT ON: TYPE OF STRUCTURE: ` Comments _..__-------- y - N N/A ootings -------___----__T--�— 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 inches above footing 6 mil poly for wet areas under slab Backfill Approval �^ Plumbing Under SIab f PVC/Cast/Copper�� Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHerningway\Bui Win g.Codes.Inspection TORMSToundation Inspection Report.doe January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive-' am/pm epaqT am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: , NAME: - _ ,PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'V2 w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses I Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2,3,4 hour Firestopping Penetration sealed ry 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 a Received Fax Oct 05 2005 4:17PM Fax Station : Harlan-McGee of North America 1 , a 10/05/2065 16:23 5183839166 ATLANTICTESTING PAGE 01/13 ATLANTIC TESTING LABORATORIES, Limited Albany 22 Corpornte Drive October 5,2005 Clifton Park,NY 12065 519-383-9144(T) 518.383.9166(F) Silverbeach Development 4000 Silverbeach Road Malta,NY 12020 Attn.: Mr. Tom Bingley Telephone: (518)584-0731 Cell: (518) 701-0549 Facsimile: (315)584-1374 Re: Construction Materials Testing Services Glen Falls OB/GYN Center Glen Falls,NY ATL No.AT998-203-10-05 Mr.Tom Bingley: In accordance with a request for services from Tom Bingley from Silverbeach Development, on October 05, 2005, the following Scope of Services and Unit Fee Schedule are presented for the referenced services. These services will be provided from our facility located in Clifton Park,New York. ATL is a member of the American Council of Independent Laboratories (ACIL). ATL conforms to American Society for Testing and Materials, ASTM E 329 "Specification for Agencies Involved in the Testing and/or Inspection of Materials Used in Construction" and American Association of State Highway and Transportation Officials,AASHTO R 18"Establishing and Implementing a Quality System for Construction Materials Testing Laboratories" in our accredited facilities. Our testing equipment is calibrated using methods traceable to the National Institute of Standards and Technology. ATL has AASHTO accredited and. CCRL evaluated laboratories for asphalt cement/cutback asphalt, emulsified asphalt,hot mix asphalt,soil, aggregate, and Portland cement concrete testing. We participate in the proficiency sampling program and conduct internal round-robin testing. ATL has a U.S. Army Corps of Engineers validated laboratory for testing bituminous, soil, aggregate, and concrete. ATL encourages inspections or audits of our laboratory facilities. SCOPE OF SERVICES The Client will be responsible for, requesting,authorizing, and scheduling-materials testing services. ATL will not be responsible for materials testing services that are required by the construction documents and which are not requested or authorized by the Client. Binghamton*Canton•Elmira*Plattsburgh Poughkeepsie*Rochester•Syracuse•Utica.Watertown a ----R-ece-ived Fax-: Oct 05 2005 4:17PM Fax Station : Harlan-McGee of North America 2 10/05/2005 16:23 5183839166 ATLANTICTESTING PAGE 02/13 ATL No.AT998-203-1.0-05 October 5,2005 Silverbeach Develoumcn.t Page 2 of 5 A. Provide the following field services: 1. Soil: Provide a Technician to perform the following field testing of fill materials: ASTM.D 75: Practice for Sampling Aggregates • ASTM D 2922: Density of Soil and Soil-Aggregate in Place by Nuclear Methods ASTM D 3017: Water Content of Soil and Rock in Place by Nuclear Methods 2. Concrete: Provide a Technician to perform the following .field tests of freshly mixed concrete: ASTM C 31: Making and Curing Concrete Test Specimens in the Field ASTM C 143: Slump of Hydraulic Cement Concrete ASTM C 172: Sampling Freshly Mixed Concrete ASTM C 173: Air Content of Freshly Mixed Concrete by the Volumetric Method ASTM C 231: Air Content of Freshly Mixed Concrete by the Pressure Method ASTM C 1064: Temperature of Freshly Mixed Portland Cement Concrete Report quantity of fresh concrete tested and test results B. Provide the following laboratory services: 1. Soil: ASTM,D 422: Particle-Sic Analysis of Soils(without hydrometer analysis) • ASTM D 698: Laboratory Compaction Characteristics of Soil Using Standard Effort ASTM D 1557: Laboratory Compaction Characteristics of Soil Using Modified Effort 2. Concrete: • ASTM C 39: Compressive Strength of Cylindrical Concrete Specimens C. Provide the following additional services: 1. Transport samples that require laboratory analysis. 2. Provide a Materials Engineer to: Review project plans and specifications; Review test data;and • Prepare reports. 3. Distribute test reports as directed by the client. Received Fax Oct 05 2005 4:17PM Fax Station : Harlan-McGee of North America 3 10/05/2005 16:23 51B3B39166 ATLANTICTESTING PAGE 03/13 AT1.No. AT998-203 10 OS October 5,2005 5ilverbeach Development Page 3 of 5 UNIT FEE SCHEDULE SERVICE ESTIMATED UNIT ESTIMATED UANTITY FEE COST TECHNICAL PERSONNEL Technician $210.00/Day Soil and Concrete 115.00/Half Da Materials Engineer $ 70.00/Hour Professional En incer/Pro'ect Manager $ 85.00/Hour Principal Engineer $11.5.00/Hour LABORATORY TESTING Soil: ASTM D 422: Particle Size Analysis without Hydrometer) $ 50.00/Test ASTM D 698: Laboratory Compaction Standard Effort $ 90.00/Test ASTM D 1.557: Laboratory Compaction Modified Effort $ 110.00/Test Concrete: ASTM C 39: Compressive Strength Test or Hold Cylinder $ 8.00/Cylinder MISCELLANEOUS Nuclear Density Meter $ 40.00IDa Travel includes labor and miles e $ 70.00/Tri * Sample Pickup $ 100.00/Trip* when no other work is erfornted Administrative.Fee 10%of Total Billing TOTAL ESTIMATED COST *Travel and sample pick-up may be subject to a,fuel surcharge. An estimated cost and project budget can be determined if the contractor's schedule, material quantities, and project plans and specifications are provided. Received Fax Oct 05 2005 4:17PM Fax Station : Harlan-McGee of North America ID 10/05/2005 16:23 5183839166 ATLANTICTESTING PAGE 04/13 ATL No.AT998-203.10-05 October 5,2005 Silverbeach Development Page 4 of 5 GENERAL TERMS AND CONDITIONS The Scope of Services outlined above does not meet the requirements contained in the"Building Code of New York State" for "Special inspection". A Scope of Services and Unit Fee Schedule to meet these requirements can be provided upon request. As used in this schedule: A standard day is defined as time on-site during a 4- to 8-hour. period, Monday through Friday, within the hours of 6:00 a.m. and 6:00 p.m. A half-day is defined as time on-site up to a 4-hour period, Monday through Friday, within the hours of 6:00 a.m. and 6:00 p.m. A standard day is defined as time on-site up to an 8-hour period, Monday through Friday,within the hours of 6:00 a.m.and 6:00 p.m. Overtime rates are calculated by dividing the daily rate by 8 and multiplying by 1.35, unless otherwise stated in the Unit Fee Schedule. Services performed on Saturdays and Sundays/Holidays will be invoiced at 1.35 and 1.5 times the unit fees, respectively. Travel charge is inclusive of labor and mileage to the referenced job site. Travel that is required by ATL to other locations will be invoiced at a separate rate, based on the distance traveled and time expended. Rates for technical personnel are for time on-site only and are not invoiced portal-to-portal. The Administrative Fee includes costs for general services, internal technical audits, budget analysis, telephone, postage,,copy work, project scheduling, equipment calibration, staff.certifications, laboratory certifications, insurance, indirect expenses and labor., and Corporate administrative expense. This fee does not cover the cost of technical review, engineering consultation, or interpretation and recommendations relative to technical reports. ATL's representatives will not accept or reject construction materials, means and methods, and/or completed construction. Samples will be discarded two weeks after completion of the testing and hold cylinders upon the 28-day compressive strength exceeding the minimum specified value,unless instructed otherwise. We require a minimum of two days advance notice prior to project initiation and one day advance notice for subsequent scheduling of field services. Cancellation of scheduled services must be received prior to personnel departure for the project site, or a minimurn charge in accordance with the Unit Fee Schedule will be applicable. Prior to project initiation, the client will provide ATL with copies of the project plans and specifications and all revisions and addenda,approved shop drawings,and the gcotechnical report. invoices will be based on the above unit fees and the actual services rendered, and may vary from the total estimated cost. Invoices are due when rendered. Accounts past due 30 days are subject to a service charge of 1.5%per month or an annual percentage rate of 18%, Enclosed and made part of this agreement is ATL's Standard Terms and Conditions of Agreement. The above proposal will be valid until June 01,2006. The return of one executed copy of this agreement will be ATL's authorization to proceed with the services described above. OctReceived Fax 05 2005 - of North America 10/05/2005 16:23 5183839166 ATLANTICTESTING PAGE 05/13 ATL No. AT998-203-10-05 October 5,2005 Silverbeach Development Page 5 of 5 Thank you for the opportunity to submit a proposal for the referenced services. We look forward to your response. Sincerely, ATLANTICC/TESTING LABORATORIES, Limited Eric M.VanAlstync Assi.sta.nt.Ma.n.a.ger. EMV/sm Enclosure The preceding Scope of Services, Unit Fee Schedule, and General Terms and Conditions, and the enclosed Statement of Standard Terms and Conditions,are accepted, Silverbeach De ment Date (Authorized Signature) Printed/Type am Title 5 10/05/2005 16:23 5183839166 ATLANTICTESTING PAGE , 06/13 ATLANTIC TESTING LABORATORIES Limited STANDARD TERMS AND CONDITIONS OF AGREEMENT 1.DEFINITIONS skill ordinarily exercised by members of the industry under similar conditions using recognized methodologies. Client . The public body or authority, corporation, association, firm, or In accepting reports of observations,tests,and opinions provided pursuant person with whom Atlantic Testing Laboratories.Limited,has entered In the to thisAgroement, the Client acknowledges that the extent of ATL's Agreement for services to be provided, obligation with respect thereto Is limited to rurnishing of such data,which MIL-Atlantic Testing Laboratories,Limited,with Corporate Offices located shall not be solely relied upon by others as acceptance of any construction at 6431 U.S.Highway 11,V0.Box 29,Canton,New York, 1307. The firm work,nor shall It relieve the contractor In any way from his obligations antl retained to provide services as stated In this Agreement. responsibilities under the construction contract to conduct the work In conformance with the project plans and specifications, 2.RIGHT OF QNTRY ATL will be responsible only for the data furnished by it,but shall not be The Client will provide for right of entry of the employees, agents, or responsible for the Interpretation and/or misinterpretation by others of the subcontractors of ATL to perform and complete the work that Is subject to Information developed. The Client agrees to indemnity and hold ATL this Agreement. harmless from and against all claims, damages, losses, and expenses Further, the Client authorizes ATL to make oral andlor Wtltten Inquiry of arising from the interpretation andlor misinterpretation by others of data Provided by ATL appropriate federal,state,and local government agencies Or authOrlties to respect to the services being rendered. 2.HAZARDOUS WASTES I JOB OltACTIVITIES The Client shall advise ATL of any hazardous wastes or hazardous ATL will perform services described in this Agreement In accordance with substances existing at or near the Site at which ATL Is to perform work, It ATL discovers hazardous wastes or hazardous substances after It custom and practice in the lots11/y in which the site is located. In no event shall ATL be responsible for methods of construction, superintendence, watt*& es a project, s if ATL discovers the nature or extent of hazardous sequencing,or coordination of construction,or safety In,on,or about the advised ss or hazardous substances agree tdiffers materiallycop from what the Client job21te,except as It relates to ATL's work. and estimated ATL,the Client and ATL agree that the scope of complete the work. and estimated Fee budget Shan be adjusted as needed to complete the work. 4.OWNERSHIP AND REUSE OF DOCUME if reportable quantities of petroleum product and/or chemical contamination are discovered on the project site during performance of the work tasks Ali reports, field data, field notes, laboratory test data, eakulatlolts, and described herein,or during any subsequent work competed at the project other documents prepared by ATL as Instruments of service shall remain site, the appropriate local, state,and/or federal agencies will be notified the property of ATL. lmmediatefy,as required by taw. The Client agrees that all reports and other work furnished to the Client or The ownership of and responsibility for all contaminated materials, its agents,which Is not paid for,will be returned to ATL upon demand and hazardous materials, and hazardous substances generated, released, will not be used by the Client for any purpose whatsoever. Uncovered,transported.andlor collected during the work WSI(S reterled to ATL will retain all pertinent records relating to the services performed for a herein will remain with the Client. period of seven years following submission of a final report,during which period the records will be made available to the Client at all reasonable 10,INSURANCE times upon request and for Ote cost of retrieval and reproduction. ATL represents and warrants that It,together with Its agents and staff,are 5.SUCCESSORS AND ASSIGNS protected by worker's compensation insurance, and that ATL has such coverage under public liability and property damage Insurance policies that The Client and ATL each binds Itself and Its partners, Successors. ATL dooms to be adequate. Certificates far any such policies of Insurance executors,adminlstialors,and assigns to the other party of this Agreement will be provided to the Client upon written request. and to the partners,successors,executors,administrators,and assigns of The Client recognizes that ATVs insurance policies contain certain such other party,in respect to all covenants of this Agreement. Neither the exclusions, Including thoss for certain claims arising from the discharge, Client nor ATI_shall assign,sublet,or transfer Its interest In the Agreement dispersal, release, or escape of pollutants. The Client agrees to defend. without the written consent of the other. Indemnity, and hold ATL and Its employees or agents harmless for and 6.],IMITATIONS OF LIABILITY against all claims,causes of aellon,suits,proceedings,damages,losses, antl expenses,Including third party claims or actions,arising from ATL'3 The liability of ATL,its agents,employees,and subcontractors,for Client's work for the Client under this Agreement that falls within the scope of any losses and claims of (ass, property damage, Injury, death, or damage, exclusion from ATL's liability or property damage Insurance policies. including. without Umltallon Client's claims of contribution and Indemnification with respect to third-party claims,shall not exceed In the 11.DISPUTES aggregate under this Agreement the total sum of fees for services rendered, If a dispute arising out of or relating to the performance of the services to be or$50,000 or fee,whichever Is greater,for claims arising out of,by way of provided under this Agreement results In legal sctlon,the parties agree that example but not by way of limitations,e) any environmental pollution or the prevailing party shall be entitled to recover all reasonable casts Incurred contamination,Including,without Iimltation,any actual or lhroatensd release with respect to the claim,Including court costs,attorney's fees,and other of toxic,Irritant,pollutant,hazardous waste,haxardous materials,or waste claim-related expenses. In no event, however,shall ATL's liability exceed gases,%quids,or solid materials:or b)negligence,professional negligence. that amount agreed to In Item pit above. including errors, omissions, or other professional acts, and Including breach of contract. Any claim or dispute between the Client and ATL shall be submitted to non- ATL shall not be responsible for any loss,damage,or liability arising from binding mediation,subject to the parties agreeing to a mediator(s). unless any aets by rho Client,Its contractors,agents, staff, or other consultants otherwise specified,this agreement shall be governed by the laws of the employed by It. State In which the servics(s)Is/are performed. 7,1NDEMNIT_Y_ 12.TF MINAYION To the fullest extent permitted by Iaw,the Client agrees to indemnify and This Agreement may be terminated by either party upon seven (7) days hold harmless ATL and Its respective shareholders, directors, officers, written notice In the event of substantial failure by the other party to perform consultants. agents, and employees from and against all liability claims, in accordance with the terms hereof. Such Wrminatlon shall not be effective damages, losses, and expenses, direct and Indirect. or consequential If that substantial failure has been remedied before expiration of the period damages, Including but not limited to attorney/court/arbltrallon costs, specified In the written notice. arising gut of gr resulting from the actions of the owner and any consultants In the event of termination,or suspension for more than three 131 months, or contractors hired by them, prior to the completion of any reports contemplated by the Agreement,ATL e.STANDARD OF CARE WARRANTIES flies finalize such analyses and records as are necessary to complete its files and may also complete a report on the services performed to the date Services provided by ATL pnder this Agreement will be performed In of notice of termination or suspension. The expenses of termination or accordance with such documents as plans,specifications,and Instructions suspenslon shall Include all direct Costs of ATL in completing such provided by the Client.and In a manner consistent with the level OF earo and analyses,records,and reports,If appllcable. or-Ps Kcv.12/2004 1 ' Engineers • Planners • Architects Malta Ridge Professional Building Harlan-McGee of North America 4000 Silver Beach Road • Malta,New York 12020 October 5, 2005 John O'Brien, Code Enforcement Officer Building and Codes Office Town of Queensbury 742 Bay Road Queensbury, New York 12804-5902 Re: Building Permit File No. 2005-746 Glens Falls Obstetrics & Gynecology Western Avenue Letter Dated October 3, 2005 Dear Mr. O'Brien: With regard to ICF foundation system instructions, specifications and reinforcement: 1. As with any ICF system, the blocks are stacked and braced similar to any poured concrete foundation. 2. The ICF system specified is the ARXX system. 3. The reinforcement requirements are clearly shown on the approved plans. Please feel free to call our office should you have any questions Si ce ly, nest J. Gail , PE EJG/gpv Phone: (518)584-1300 Fax: (518)584.1374 Email: info@harlan-mcgee.com TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 518-761-8201 MEMORANDUM TO: Thomas Dingley FAX: 584-1374 Silver Beach Development 4000 Silver Beach Road Malta, NY 12020 FROM: John O'Brien, Code Enforcement Officer Building& Codes Office RE: Building Permit File No. 2005-746 Glens Falls Obstetrics & Gynecology Western Avenue DATE: October 3, 2005 The following items still need to be addressed in order for us to issue a Building Permit. Please provide ICF foundation system instructions and specifications with reinforcing requirements. Please provide Truss ID signage at all entry and exit doors. Attic access needs to be shown on floor plan or reflective ceiling plan. All exits from building must be to grade; unclear on plans. 5. Please provide necessary signage and designation of bathrooms for gender and handicapped accessibility. No drinking fountain or water cooler shown. Sanitary clean outs are lacking at change of direction and ends at main trunk lines. Page 1 of 2 "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 Page 2 of 2 Project: Glens Falls OB/GYN BP 2005-746 October 3, 2005 8. Please provide signed contracts for testing of soils, concrete, and structural inspections. 9. The Fire Department connection needs to be changed to 5 inch STORZ fitting with 30 degree elbow. 10. Please show dryer vent location at Room 109. 11. Please show combustion air venting for furnaces. 12. No fresh air shown for mechanical ventilation required for the occupancy. If you have any questions, I can be reached at(518) 761-8255. Thank you for your attention in this matter. JOB/sh LASue Hemingway\GF OBGYN 2005-746 letter 10.3.05.doc 4E L TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Memorandum To Dave Hatin, File 2005 746 From: MJ Palmer, Fire Marshal Date: Sept 23,2005 Re: Glens Falls Obstetrics I have reviewed the submittals of 9/20/2005, and have the following comments: 1) Sprinkler plans are ok, FDC shall be 5" Storz w/30degree elbow 2)Truss ID signage is required 3)Exit and emergency lights appear adequate.Fire Marshals office reserves the right to require additional devices as required. 40 Fire extinguisher location s to be discussed. Respectfully, Michael J Palmer Fire Marshal Michael J Palmer, Fire Marshal 742 Bay Road Queenslrury,NY 12804 518.761.8206• firemarslial@queensburil.net Truss Type Construction Page I of 3 .9� NEW YORK STATE Truss Type Construction CODES DIVISION ION 19 NYCRR Part 1264- IDENTIFICATION OF BUILDINGS UTILIZING TRUSS TYPE CONSTRUCTION i"DIAMETER �.x Up r ��tt iv �� s!tr�e f3Ew w 2"M1 M. Rya L wTtyc 112" STROKE t r�� refaast�?srrrtau��z } �d3��e+ra:;yT�i°eu�Y sBt Y�1,{.A��c�sr.0iiT4�ci�+i.CBt7H i:'P" !"�.Cl4Fi lit3+lt triGY.UU j iii: .Pit+W &tAS .-�- f+tEii3t FIt�€�3T�9Sa •.,1'i2" ift.nC?.2 d�tk lC�pi'#�.�P�tMia f�S�I�lE1JTfFlt�,1li�1�J LI��N €-OMPL?ANC-E WTH 19 AN-PR PART12164 SIGN DA1�Ea�31C�12� NEW TDRK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT �f a€,tff TE AND ADMINISTRATION click here for printable_pdf version Please note:If you have Adobe Acrobat installed and are still having trouble viewing the following PDF files.Try Placing the mouse cursc file link,then click your right mouse button. A small menu will appear.Select"Save target as..."from the menu. A location box appei PDF file to your Desktop or My Documents.You may now view the file by going to the Desktop or My Documents and double clicking on the left mouse button. TEXT OF RULE http://www.dos.state.ny.us/code/trussID.htm 10/5/2005 Truss Type Construction Page 2 of 3 Effective December 29, 2004 19 NYCRR Part 1264 Printable PDF Version Subchapter C of Chapter XXXIII of Title 19 of the Official Compilation of Codes, Rules and Regulations of th, amended by adding a new Part 1264 to read as follows: Part 1264 IDENTIFICATION OF BUILDINGS UTILIZING TRUSS TYPE CONSTRUCTION 1264.1 Introduction. Section 382-a of the Executive Law provides that commercial and industrial buildings utilize truss type construction shall be marked by a sign or symbol that informs persons conducting fire con emergency operations of the existence of truss construction. Section 382-a further directs the State Fire Pr Code Council to promulgate rules and regulations it deems necessary to carry into effect the provisions of t establishes certain requirements pertaining to the identification of buildings and structures that utilize tru 1264.2 Enforcement. (a)Subdivision 4 of section 382-a of the Executive Law directs local governments to enforcement of the statute. Enforcement of section 382-a of the Executive Law shall include enforcement Part. A fee of fifty dollars shall be paid by the owner of a building with truss type construction to the authc for enforcement of section 382-a of the Executive Law prior to the issuance of a building permit. (b)This Part shall not apply within a city with a population of one million or more persons. 1264.3 Definition. For the purposes of this Part, truss type construction shalt mean a fabricated structure up of a series of members connected at their ends to form a series of triangles to span a distance greater t with any of the individual members on their own. Truss type construction shall not include: (1) individual wind or seismic bracing components which form triangles when diagonally cone to the main structural system; and (2) structural components that utilize solid plate web members. 1264.4 Identification of truss type construction. (a)Truss type construction shalt be identified by a sign c with the provisions of this Part. (b) Signs shall be affixed where a building or a portion thereof is classified as Group A, B, E, M, or S occupancy, and in hotels and motels classified as Group R-1 or R-2 occupancy, in acc with the provisions for the classification of buildings set forth in chapter 3 of the Building Cc New York State (see 19 NYCRR Part 1221). (c)Signs shalt be provided in newly constructed buildings that utilize truss type construction existing buildings where an addition that extends or increases the floor area of the building truss type construction. Signs shall be affixed prior to the issuance of a certificate of occupa certificate of compliance. (d)Signs identifying the existence of truss construction shall consist of a circle 6 inches (152 in diameter, with a stroke width of inch (12.7 mm). The sign background shalt be reflecti\ in color. The circle and contents shalt be reflective red in color, conforming to Pantone mat system (PMS)#187. Where a sign is directly applied to a door or sidelight, it may be a perma non-fading sticker or decal. Signs not directly applied to doors or sidelights shall be of sturd'. fading, weather resistant material. (e)Signs identifying the existence of truss construction shalt contain the roman atphanumeri designation of the construction type of the building, in accordance with the provisions for tf classification of types of construction set forth in section 602 of the Building Code of New Yc http://www.dos.state.ny.us/code/trussID.htm 10/5/2005 Truss Type Construction Page 3 of 3 (see 19 NYCRR Part 1221), and an alphabetic designation for the structural components that truss construction, as follows: "F"shall mean floor framing, including girders and beams "R"shall mean roof framing "FR"shall mean floor and roof framing The construction type designation shall be placed at the twelve o'clock position over the str component designation, which shall be placed at the six o'clock position. (f) Signs identifying the existence of truss construction shall be affixed in the locations speci Table 1-1264. TABLE 1-1264 TRUSS IDENTIFICATION SIGN LOCATIONS Sign location Sign placement Exterior building entrance doors, exterior exit Attached to the door, or attached to a side( discharge doors, and exterior roof access doors to a the face of the building, not more than 12 i stairway (305 mm) horizontally from the latch side o jamb, and not less than 42 inches (1067 mrr more than 60 inches (1524 mm) above the a walking surface. Multiple contiguous exterior building entrance or exit Attached at each end of the row of doors ar discharge doors maximum horizontal distance of 12 feet (3.1 between signs, and not less than 42 inches 1 nor more than 60 inches (1524 mm) above t adjoining walking surface Fire department hose connections Attached to the face of the building, not m( 12 inches (305 mm) horizontally from the ct of the fire department hose connection, an( than 42 inches (1067 mm) nor more than 60 (1524 mm) above the adjoining walking surf Ronald Piester RA,Director New York State Department of State Division of Code Enforcement and Administration 41 State Street Albany,NY 12231 E-mail:codes@dos.state.ny.us Telephone:(518)474-4073 Fax:(518)486-4487 [NYS Department of State Home Page] [Site Search][NYS DOS Privacy Statement] http://www.dos.state.ny.us/code/tr-ussID.htm 10/5/2005 Y Permit Number Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Soiiware Version 3.0 Release 2b Data filename: Z:\JOBS\2005\HMNA05-056 -JEANNE RIZZO\CORRESPONDENCE\lighting.cck Section 1: Project Information Project Name: GLENS FALLS OBSTETRICS AND GYNECOLOGY WESTERN AVE QUEENSBURY, NEW YORK 12804 Designer/Contractor: BRUNO BATKO HARLAN-MCGEE OF NORTH AMERICA 4000 SILVER BEACH ROAD MALTA, NEW YORK 12020 Document Author: Telephone: Date: Section 2: General Information Building Use Description by: Whole Building Type Project Type: New Construction Building Type Floor Area Medical and Clinical Care 5600 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/1) 8960 5088 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; saiety 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 shutoffcontrol in spaces greater than 250 sq.f in buildings larger than 5,000 sq.ff. [ ] 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 3.0 Release 2b 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, belies; and professional judgment, such plans or specifications are in compliance with this Code. d Principal Lighting Designer-Name ignature Date fp Lighting Application Worksheet New York State Energy Conservation Construction Code COMcheck-EZ Soffware Version 3.0 Release 2b Section 1: Allowed Lighting Power Calculation A B C D T otal Floor Allowed Allowed Area Watts Watts Building Type (ff2) _(watts/ff2) B x CZ Medical and Clinical Care 5600 1.6 8960 Total Allowed Watts = 8960 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. x E 1 48" T8 32W /Electronic 3 29 96 2784 2 48" T8 32W /Electronic 2 36 64 2304 Total Actual Watts = 5088 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= 8960 Total Actual Watts= 5088 Project Compliance= 3872 Lighting PASSES: Design 43%better than code O S- 14 Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 3.0 Release 2b Data filename: Z:\JOBS\2005\HMNA05-056 -JEANNE RIZZO\CORRESPONDENCE\lighting.cck Section 1: Project Information Project Name: GLENS FALLS OBSTETRICS t a AND GYNECOLOGY WESTERN AVE QUEENSBURY, NEW YORK 12804 Designer/Contractor: BRUNO BATKO HARLAN-MCGEE OF NORTH AMERICA 4000 SILVER BEACH ROAD MALTA, NEW YORK 12020 Document Author: Telephone: Date: 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 Window/Wall Ratio: 0.15 Building Type Floor Area Medical and Clinical Care 5600 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] 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. Stair, elevator shaft vents, and other 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: (i)Type IC rated and sealed or gasketed; or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Climate-Specific Requirements Gross Area or Cavity Cont. Proposed Budget Component Name/Description Perimeter R-Value R-Value U-Factor U-Factor Roof 1: All-Wood Joist/Raffer/Truss 5600 30.0 0.0 0.035 0.051 Exterior Wall 1: Wood Frame, Any Spacing 2970 19.0 0.0 0.068 0.074 Window 1: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.63, PF 1.00 391 --- --- 0.350 0.520 Door 2: Glass, Clear, SHGC 0.63, PF 1.00 70 --- --- 0.350 0.520 FND WALL: 6" ICF Furring: None, Wall Ht 4.0, Depth B.G. 3.5, HC 0.0 1188 --- --- 0.045 0.098 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 20%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 3.0 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Processional 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. G� (9�A 911�16 - Principal Envelope Designer-Na e Signatur Date NE l°ti J. j; i OS- 7Z Permit Number Mechanical Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ So$ware Version 3.0 Release 2b Data filename: Z:\JOBS\2005\HMNA05-056 -JEANNE RIZZO\CORRESPONDENCE\lighting.cck Section 1: Project Information Project Name: GLENS FALLS OBSTETRICS AND GYNECOLOGY WESTERN AVE QUEENSBURY, NEW YORK 12804 Designer/Contractor: BRUNO BATKO HARLAN-MCGEE OF NORTH AMERICA 4000 SILVER BEACH ROAD MALTA, NEW YORK 12020 Document Author: T elephone: Date: 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 Ouanti1y System Type&Description 2 HVAC System for Office Space: Heating: Central Furnace, Gas/ Cooling: Field-Assembled DX System, Capacity>=90 -<135 kBtu/h, Air-Cooled Condenser/Multiple-Zone 1 HVAC System for Office Space copy 1: Heating: Central Furnace, Gas/ Cooling: Field-Assembled DX System, Capacity<65 kBtu/h, Air-Cooled Condenser/Multiple-Zone 1 Water Heating 1: Service Water Heater w/ Circulation Pump Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To: HVAC System for Office Space [ ] 1. Newly purchased heating equipment meets the heating efficiency requirements [ ] 2. Specified equipment consists of field-assembled components -efficiency documentation provided [ ] J 3. Minimum one temperature control device per zone [ ] J 4. Water economizer is included and calculations required -Exception: Air/evap condenser and extensive outside-air filtration [ ] 5. Systems serving more than one zone must be VAV systems [ ] 6. Dual-duct VAV mixing boxes installed to minimize mixing [ ] J 7. Controls capable of resetting supply air temp (SAT)by 25%of SAT-room temp diTerence J Requirements Specific To: HVAC System for Office Space copy 1 [ ] J 1. Newly purchased heating equipment meets the heating efficiency requirements [ ] J 2. Specified equipment consists of field-assembled components -efficiency documentation provided [ ] J 3. Minimum one temperature control device per zone [ ] 4. Systems serving more than one zone must be VAV systems [ ] J 5. Dual-duct VAV mixing boxes installed to minimize mixing [ ] J 6. Controls capable ofresetting supply air temp (SAT)by 25%of SAT-room temp diference J J Requirements Specific To: Water Heating 1 [ ] J 1. 1-in, pipe insulation on circulation systems [ ] 2. Automatic on/off control required for circulating systems 1 J Generic Requirements: Must be met by all systems to which the requirement is applicable [ ] 1. Load calculations per 1997 ASHRAE Fundamentals [ ] J 2. Plant equipment and system capacity no greater than needed to meet loads J -Exception: Standby equipment automatically of 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 degree F deadband J -Exception: Thermostats requiring manual changeover between heating and cooling [ ] J 6. Automatic Controls: Setback to 55 degree F (heat)and 85 degree F (cool); 7-day clock, J 2-hour occupant override, 10-hour backup J -Exception: Continuously operating zones J -Exception: 2 kW demand or less, submit calculations [ ] 7. Automatic shut-offdampers on exhaust systems and supply systems with airflow>3,000 cfin [ ] 8. Outside-air source for ventilation; system capable of reducing OSA to required minimum [ ] J 9. R-5 supply and return air duct insulation in unconditioned spaces J R-8 supply and return air duct insulation outside the building J R-8 insulation between ducts and the building exterior when ducts are part of a building assembly J -Exception: Ducts located within equipment J -Exception: Ducts with interior and exterior temperature difference not exceeding 15 degree F. [ ] J 10. Ducts sealed-longitudinal seams on rigid ducts; transverse seams on all ducts; J UL 181A or 181B tapes and mastics [ ] 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [ ] 12. Hot water pipe insulation: 1 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrigerant/brine pipe insulation: 1 in. for pipes <=1.5 in. and 1.5 in. for pipes>1.5 in. Steam pipe insulation: 1.5 in. fDr pipes <=1.5 in. and 3 in. for pipes >1.5 in. J -Exception: Piping within HVAC equipment -Exception: Fluid temperatures between 55 and 105 degree F -Exception: Fluid not heated or cooled J -Exception: Runouts <4 9 in length [ ] 13. Operation and maintenance manual provided to building owner [ ] 14. Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State [ ] 15. Newly purchased service water heating equipment meets the efficiency requirements [ ] 16. Water heater temperature controls: 110 degree F fDr dwelling units or 90 degree F for other occupancies [ ] 17. Stair and elevator sha$vents are equipped with motorized dampers 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 3.0 Release 2b 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 ofthe test reports to be provided to the code enforcement official, ifrequested. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best ofhis/her knowledge, belies; and professional judgment, such plans or specifications are in compliance with this Code. Principal Mechanical Designer-Name Signature Date a Mechanical Requirements Description New York State Energy Conservation Construction Code COMcheck--EZ Soflware Version 3.0 Release 2b Data filename: Z:\JOBS\2005\HMNA05-056 -JEANNE RIZZO\CORRESPONDENCE\lighting.cck The following list provides more detailed description of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System for Office Space 1. The specified heating 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. 2. The specified cooling system consists of field-assembled components. Documentation must be submitted showing the system meets New York State Energy Conservation Code equipment efficiency requirements for a comparable package equipment type and capacity range. 3. Each zone of a multiple-zone system must have its own temperature control device. 4. A water economizer is required with the specified system. Calculations must be submitted demonstrating that the water economizer is capable of meeting the entire cooling load at an outside air temperature of50 degrees F dry bulb and 45 degrees F wet bulb. -Exception: An economizer is not required due to unusual outside air filtration requirements. Section 403.3 of the Mechanical Code for New York State sets minimum outside air ventilation requirements and requirements for filtration or purification if the outside air does not meet minimum air-quality requirements. Economizers are not required for systems having air-or evaporatively cooled condensers (i.e., those that cannot use water economizers)when the outside air pollutants can be classified as "unusual." 5. Systems serving multiple thermostatic control zones must be variable-flow systems. Zone terminal controls must reduce the flow ofprimary supply air before reheating, recooling, or mixing air streams. 6. The specified system includes both wane-air and cool-air ducts. Zone terminal devices must be installed that reduce the flow of air through each duct to a minimum before mixing with air from the other duct. 7. Multiple-zone systems must include controls capable of resetting the supply air temperature by at least 25%of the difli rence between the design supply air temperature and the design room temperature. Requirements Specific To: HVAC System for Office Space copy 1 1. The specified heating equipment is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency. 2. The specified cooling system consists of field-assembled components. Documentation must be submitted showing the system meets New York State Energy Conservation Code equipment efficiency requirements for a comparable package equipment type and capacity range. 3. Each zone of a multiple-zone system must have its own temperature control device. 4. Systems serving multiple thermostatic control zones must be variable-flow systems. Zone terminal controls must reduce the flow ofprimary supply air before reheating, recooling, or mixing air streams. 5. The specified system includes both warm-air and cool-air ducts. Zone terminal devices must be installed that reduce the flow of air through each duct to a minimum before mixing with air from the other duct. 6. Multiple-zone systems must include controls capable of resetting the supply air temperature by at least 25%of the difference between the design supply air temperature and the design room temperature. 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-$2-degree F). 2. Circulating service hot water systems must have a time switch control that can automatically turn offthe system during unoccupied hours. a 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 f r 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 offwhen 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 diflerent 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 shutoffcontrol is not required on thermostats that control systems serving areas that operate continuously. -Exception: A setback or shutolfcontrol is not required on systems with total energy demand of2 kW (6,826 Btu/h) or less. 7. Outdoor-air supply systems with design airflow rates >3,000 cfn 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 ofR-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 ofR-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 diflErence 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 181B. 11. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 12. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in. for pipes <=1 1/2-in. nominal diameter 2 in. for pipes >1 1/2-in. nominal diameter. Chilled water, refrigerant, and brine piping systems: 1 in. insulation for pipes <=1 1/2-in. nominal diameter 1 1/2 in. insulation for pipes >1 1/2-in. nominal diameter. Steam piping: 1, 1 1/2 in. insulation for pipes <=1 1/2-in. nominal diameter 3 in. insulation for pipes>1 1/2-in. nominal diameter. -Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment. -Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. -Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. -Exception: Pipe insulation is not required for runout piping not exceeding 4 fl in length and 1 in. in diameter between the control valve and HVAC coil. 13. Operation and maintenance documentation must be provided to the owner that includes at least the fallowing information:a) equipment capacity(input and output) and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming commentsd) complete narrative of how each system is intended to operate. 14. Each supply air outlet or diffliser and each zone terminal device(such as VAV or mixing box)must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork, terminal devices, and supply air diffusers. 15. 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. 16. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110 degree F for dwelling units and 90 degree F for other occupancies. Controls must limit output temperatures of lavatories in public facility restrooms to 110 degree F. 17. Stair and elevator shaff vents must be equipped with motorized dampers capable ofbeing 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.