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2011-171 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: P20110171 Date Issued: Monday, February 13, 2012 This is to certify that work requested to be done as shown by Permit Number P20110171 has been completed. Location: 4 FAIRFIELD Dr Tax Map Number: 523400-296-011-0001-052-000-0000 Owner: NESS HOLDING COMPANY OF QUEENSBURY L Applicant: NORTHEAST SURGICAL SPECIALISTS This structure may be occupied as a: New Commercial Building By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property /fyTh 0 4 owner of the responsibility for compliance with Site Plan,Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. FIRE MARSHAL'S OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804 "Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW Northeast Surgical Specialists 2011-171 1py5/10/2011FILE I have reviewed the submitted drawings for the above project, and offer the following comments.. 1) The Fire Marshal's office has no concerns with submitted site plan. 2) Fire extinguisher locations to be discussed. 3) Exit/Emergency lighting for office area appears adequate, however additional areas require coverage. Exterior landings require illumination per section 1006.3 of the 2010 Fire Code of NYS. Add Emergency lighting to crawl space. 4) Egress door hardware shall comply with 2010 Fire Code of NYS, section 1008.1.8 thru 1008.1.8.3 5) Fire alarm plans shall be submitted to this office for review prior to installation. 6) Knox Box location to be discussed. 7) Dryer vent in laundry room shall comply with section 504 of the 2010 Mechanical Code of NYS. 8) Medical Gas (room 103) shall comply with section 3006 of the 2010 Fire Code of NYS. 9) Chapter 14 of the 2010 Fire Code of NYS must be adhered to. epu Fire Marshal Fire Marshal 's Office Phone: 518-761-8206 Fax: 518-745-4437 -firenmrslzal@queensbui2t.net www.queensburj.net TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5002 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110171 Date Issued: Monday, February 13,.2012 This is to certify that work requested to be done as shown by Permit Number P2.0110171 has been completed. Location: 4 FAIRFIELD Dr Tax Map Number: 523400-296-011-0001-052-000-0000 Owner: NESS HOLDING COMPANY OF QUEENSBURY L: Applicant: NORTHEAST SURGICAL SPECIALISTS This structure may be occupied as:a: New Commercial Building By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of:Occupancy DOES NOT relieve the property �9. compliance with Site Plan Variance or IIeIe��_ owner of the responsibility for p � � �,�..� `.� other issues-and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. w TEMPORARY CERTIFICATE OF OCCUPANCY Building Permit No. 2011-171 FILENortheast.Surgical Specialist COPY This Temporary C/O is issued in order to occupy the 4,795 sq ft new commercial building by the terms of the Temporary Certificate of Occupancy Issued on: Thursday.. December 22, 2011 with the following conditions: 1. Complete installation of plumbing.-fixtures,in operatory rooms. 2. Install missing "no parking" and "handicap parking signs missing at designated parking spaces. 3. Submit clarification from wardflex on proper bonding of Polunci Plumbing and Mechanical's installation of CSST Gas Piping. Fee Paid $100 for 90 days. Issued this 22"d day of December 2011 Inspector: O' ri n —To reef Queensbu Applica Signature: TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 161-8256 BUILDING PERMIT Permit Number: P20110171 Application Number: A20110171 Tax Map No: 523400-296-011-0001-052-000-0000 Permission is hereby granted to: NORTHEAST SURGICAL SPECIALISTS For property located at: . 4 FAIRFIELD Dr 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. Tyne of Construction Value Owner Address: NESS HOLDING COMPANY OF QU New Commercial Building $600,000.00 C/O NORTHEAST SURGICAL SPEC - Total value 1 BROAD St $600,000.00 GLENS FALLS NY 12801-0000 Contractor or Builder's Name/Address Electrical Inspection Agency VALENTE HOMES 668-0300 23 ANTIGUA Rd LAKE GEORGE NY 12845-0000 Plans&Specifications 2011-171 4795 sq ft new commercial building -NORTHEAST SURGICAL SPECIALISTS $1,102.85 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,May 23,2012 (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 Tofw . Queens" ry; Vionday,May 23,2011 SIGNED BY / !<,.-: -,.: for the Town of Queensbury. Director of Building&Code Enforcement %. OFFICE U _... rlt;- --� �� . USE ONLY LJ .= __r_._ , WAXMAP NO/ „ PER T NO jf- fAY a FEES: PERMIT `— RECREATION ENGINEERING -.-- -.-(If applicable)--- ` ;C;Uvi•f ,;r.::tt; r }j8u; Y j3UILDII-dG & r - ,.._.._„_.�ODcS PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: M OWNER: A0►'L��r/jj�;/ L ll J �� ,eJ"�Zl,}i3`f5b ADDRESS: (`� lVrLf�UJ�- 107 6r&X ADDRESS: PHONE NOS. - 03oa PHONE NOS. - q��L CONTACT PERSON FOR BUILDING & CODES COMPLIANCE' ��- 507 PHONE:a6I-p�rJC� LOCATION OF PROPERTY: -Are HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? RYES ❑ NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR zz Q o O� d d ❑ PROJECT w Ol 0LLJ LLl ❑ J a ° d F- ~ O 2 Z Z Q Q �- Cn N cq O LL O- U- CL SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO, of UNITS ) TOWNHOUSE BUSINESS-OFFICE X 3io so ' J RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS:-k/oc oom ESTIMATED CONSTRUCTION COST: c�� ,(gc�O FUEL TYPE: HEAT TYPE: 0w:F0 )7 Tfi&HOW MANY FIREPLACE(S):-AZJj_AND/OR WOODSTOVES(S): ZONING CATEGORY: Q ARE THERE WETLANDS ON THIS SITE? VO IS THIS A HISTORIC SITE? /UO PROPOSED USE OF BUILDING OR ADDITION: 'Please complete a separate Application for"Fuel Burning Appliances& Chimneys"available in our office Town of Queensbury - Conamunih/ Development'Office - 742 Bail Road, Oueensburu_ NY 7?,4n4 B 3-LGL 11-05 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? \ . ARE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a.true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and ree t e a ov . Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building 0 herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: 0 0 , , , , 010 1 0 1 1 / 1 1 0 1 0 , 1 0 , 1 B I I & CODE 11 PPROVAL ZONING APPROVAL _ , , , / DATE DATE 11 -------------------------------------- QUESTIONS? CALL 761-8256 OR EMAIL Office Use Only codes(@_queensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION Operating Permit Issued: Yes No www.aueensbury.net Occupancy Type: Construction Classification: _ Assembly Occupancy Limit: Special Conditions: Town of Queensbury - Conimunity Development Office - 742 Bay Road, Queensbury, NY 12804 OFFICE USE ONLY - or J TAX MAP NO. PERMIT NO. / PERMIT FEE I APPROVALS: ZONING TOWN CLERK BUILDiI?1,,G & CODES APPLICATION FOR SEPTIC DISPOSAL SYSTEM PER-MIT.;---- A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. ,, +/ OWNER:_AIQOIE/tSi- SW,Gte,&t- INSTALLER: II' %N7�i ✓LJ S TiJ�E�• ADDRESS: 1NOAD . Glr j�/�CG� ADDRESS: r} A -NIO& 1p, Z491141F PHONE NOS. '71 — gLtaq PHONE NOS. 6U�3D0 LOCATION OF INSTALLATION: NO.OF RESIDENCE INFORMATION: YEAR BUILT X COMPUTATION= = TOTAL DAILY FLOW BEDROOMS GARBAGE GRINDER 1980 or older X 150 gallon per bedroom = INSTALLED? 1981 -1991 X 130 gallon per bedroom = SPA OR HOT TUB 1992-present X 110 gallon per bedroom = INSTALLED? PARCEL INFORMATION: ✓ TOPOGRAPHY: Flat rolling Steep slope %Slope ✓ SOIL NATURE: Sand Loam Clay Other ✓ GROUNDWATER: At what depth? ✓ BEDROCK/IMPERVIOUS MATERIAL: At what depth? ✓ DOMESTIC WATER SUPLY: Municipal Well (If well: Water supply from any septic system absorption is ft.) a ✓ PERCOLATION TEST: Rate is minutes per inch [MPI] (Test to be completed by a licensed professional engineer or architect.) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for ' each garbage grinder, spa or whirlpool tuba SYSTEM TYPE: U�.'w�f�/�J vl� %r✓12 �nJ �jf7l�� ❑ ABSORPTION FIELD (WITH NO. 2 STONE) Total length ft. Each trench X ❑ SEEPAGE PIT(S) (WITH NO. 3 STONE) How many? Size? ❑ ALTERNATIVE SYSTEM Bed or other type? ❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of QUESTIONS? CALL 761=8256 OR EMAIL Queensbury Sanitary Sewage Disposal Ordinance. codes(a)4ueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.ctueensburv.net Signature of Person Responsible Date / Town of Queensbury- Community Development Office • 742 Bay Road, Qtteensbury, NY 12804 B 5-LGL 6/06 Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection ed: Queensbury Building&Code Enforcement Arrive: 1p p Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Inif NAME: c� �1A �J� PERM LOCATION: DATE — COMMENTS: Y N NA Chimney/'B'Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior[Exterior Ballisters 4 in.Spacing Platform/Decks Stair Handrail 34 in.—38 in./Stop Risers 7"1 Treads 11" Vestibules For Exit doors>3000 sq.It All Doors 36 in.w/Lever Handles/Panic Hardwares if required Exits At Grade Or Platform 36 w x 44'(IyCanopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Sue&for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 100A> 1000 sq.ft. %Hour Corridor Doors&Closers Firewralls I Fire Separation, 2 Hour, 3 Hour Complete/Fire Dam rs/Fire Doors Ceiling Fire Stopping,3,000 i4.ft.Wood Frame Attic Access 30"x 20"x 30' h ,Crawl Spam Access 18"x 24' Smoke Vents Or Fan, if required Elevator Operafion and Si /Shaft Sealed HandicapRgd Bathroom Grab Bars I Sinks I Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters 34 in. Checkout 36" Handicapped Ramp/Handrails Continuous112 in.Beyond[Bow Of sides Active Listening S and Signage Assembly Space Final Elect l/Flex Gas Piping Bonded Site Plan/Variance required � Final Survey, New Structure/Flood Plain certification N 1,7 As-built System Layout Required or On File N,Buildin Number or Tenant Address on Buildingor Driveway4' 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 LABuilding&Codes Forms\Building&CodesUnspection FamslCommercial Final Inspection ReporLdoc Revised January 7,2008 Inspection Form Town of Queensbury Fire Marshal C) Periodic Inspection Date: °Zr3 I Time: 742 Bay Road,Queensbury NY 12804 o e-Inspection l 518 761 8206/518 761 8205 ' CO Inspection Permit#:�[�/� Fire Marshals Representative _MJ Palmer Business Name: Location: GK Stillman Contact: Type of Inspection N/A Yes No EXITS: Exit Access FC 1014&FC1029 NOTES Exit Enclosure FC 1020&FC1029 Exit Discharge FC 1024&FC1029 Locks and latches FC1008& FC1029.2 Sign:Normal FC 1011 &FC1029 Sign:backup FC 1011.5.3&FC1029.7.5 looll AISLES: Main Aisle Width FC 1024/1025&FC7029.11 Secondary Aisle Width FC 1025&FC1029.11 I'll- - I 4—M FIRE EXTINGUISHER: Hung FC 906 Inspection of extinguisher FC 906 EVAC Plan FC 404.6 TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 Exterior FC 1006.3 Clearance to Electrical FC 605.3 Electric Wiring Enclosed/labeled FC 605.3.1 Combustibles in Equipment Rooms FC315.2.3 F.D.SI na e- FC 510 No Smoking Signs FC 310.3 Storage FC 315.2 Compressed Gas FC 3003 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 Smoke Detectors FC 907 CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315.2.1 18" / 24" EVAC SIGNS IN Rooms FC 404.6 R1 &R2 Fuel Pump Warning Signs FC2205.6 Fuel Station Emer Procedures FC2204.3.5 Exterior Storage FC 315.3 REINSPECTIONDUE APPROXIMATELY Vacant Buildings FC 311 21 DAYS SYSTEMS: FC 901.6 Insp OK NC DATE: OK NC Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE: _ OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC Fire Marshal inspecii� Co ��xt5 Kitchen Suppression Semi Annual CO ma be issued��NI Fuel Island Suppression Semi Annual fuiltg C®dt�s Uul Hood Cleanin 3-6 -Annual Knox Box:installed/checked FC506 5.o 53 9 71 Operating Permit, if required will be issued after _ Completion Of Inspection Fir9 Marshal ..�- � �n.Df Quensbury I 5 t Y"*--- Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins J*on request received: .3Queensbury Building &Code Enforcement Arrive: am/p Depa : am/pm 742 Bay Road, Queensbury, NY 12MM Inspectors Initials: NAME: 11 �� w PERMIT#: 171 LOCATION: DATE: - 3-0 COMMENTS:' Y N NA 3 b —(0 6.7V 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.I Stop Risers 7"I Treads 11" Vestibules For Exit doors>3000 sq.ft All Doors 36 in.w/Lever Handles/Panic Hardware if required Exits At Grade Or Platform 36 w x 44' 1 Cano or E uiv. ; Gas Valve Shut-off Exposed&Regulator 18' Above Grade Floor Bathroom Wateftht/Odw Floors Oka Relief Valve Heat Trap 1 Water Temp.110 Degrew Maximum Boiler/Fumace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Sup&for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dam rs/Fire Doors Ceiling Fire Stopping,3,000 N.ft Wood Frame Attic Access 30'x 20'x 30' h ,Crawl Spage Access 18'x 24' Smoke Vents Or Fan, if required Elevator Operabon and Si e/Shaft Sealed Handica Bathroom Grab Bars I Sinks I Toilets Handicapped Bath I Parking Lot SIgnage Public Toilet Room Handicapped Accessible Handicapped Service Counters 34 in. Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides Active Listening System and SignMe Assembly Space z Final Electrical/Flex Gas Piping Bonded V Site Plan/Variance required � Final Survey, New Structure/Flood Plain certification If req. As-built Septic System La out Required or On File f/ Building Number or Tenant Address on Building or Driveway 4' 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 LABuilding&Codes FormsWuilding&Codeskinspection FonneXCommerciai Final Inspection Report cloc Revised January 7.2W8 r Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspectio s r ived: Queensbury Building.8 Code Enforcement Arrive: "r a Depart: ark 742 Bay Road, Queensbury, NY 12804 Inspector's In' NAME: `j 1 PERMIT LOCATION: 4 ERI Rix EL DATE: ___I Z— ZZ-1 S COMMENTS: Y N NA Chimney/"B'Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Timm 11" Vestibules For Exit doors>3000 sq.ft. 1 All Doors 36 in.wlLever Handlea/Panic Hardware if required Exits At Grade Or Platform 36 w x 44'(I)LCanopy(I)Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Wateftht/Other Floom Oka Relief Valve Heat Trap I Water Temp.110 tees Maximum Boiler/Fumace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Sup&for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 fL or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area P ' Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 10%> 1000 sq.ft. %Hour Corridor Doors&Closers Firewalls I Fire Separation,2 Hour, 3 Hour Complete I Fire Dam rs/Fire Doors Ceiling Fire Stopping,3,000 sq.ft.Wood Frame Attic Access 30"x 20"x 30" h ,Crawl Space Access 18"x 24' Smoke Vents Or Fan, if required Elevator operation and Si e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot SIgnage Public Toilet Room Handicapped Accessible Handicapped Service Counters 34 in. Checkout 36" Handicapped Ramp/Handrails Continuousf12 In. Beyond(Both / sides ,�/ Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/Flood Plain certification If As-bulk Septic System Layout Required or On Fiie BuildingNumber or Tenant Address on Buildingor Driveway4' m Water Fountain or Cooler 'Building Access 0'/Driveable Surface 20'wide �V Okay To Issu ern . errnanent C/O Okay To Iss LABuilding&Codes ForrnMBuilding&CodesYnspection FomnsNCommercial Final Inspection Report.doc Revised January 7,2008 'r j�-Me t3 D v 1 v -'�-c- C ►_,�i Commercial Final Inspection Report Office No.: (518) 761-8258 Date In , ct,o ue re d: Queensbury Building &Code Enforcement Arrive: a /p Depart: %V,� 742 Bay Road, Queensbury, NY 12804 Inspector's In ' Is. NAME: kl. Fe PERM, #• LOCATION: DATE: ' LA COMMENTS: .. Y N NA Chimney/'B'Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior I Exterior Guardrails 42 in. Platform/Decks Interior I Exterior Balusters 4 in. S aciri Platform/Decks Stair Handrail 34 in.—38 in./Stop Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft. i All Doors 36 in.wA ever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 w x 44'(lyCanopy or uiv.'i. Gas Valve Shut-off Exposed&Regulator 18' Above Grade Floor Bathroom Wateftht/Other Floors Oita Relief Valve Heat Trap I Water Temp.110 Degrees Maxlmdm Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Sup&for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Min Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/StoragetReceiving/Shlpping Room(2 hr.), 1 %doors > 10%> 1000; .ft. ��93,= `��-'7� �j 1 ii %Hour Corridor Doors&Closers r ��Q-� � � Firewalls I Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampqrs/Fire Doors Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame VA Attic Access 30"x ZY x 30' h ,Crawl Space Access 18"x 4.' V I A uE'rc-- Smoke Vents Or Fan, if requiredi Elevator Operation and Si /Shaft Sealed HandicapREd Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters 34 in. Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and SlgMe Assembly Space / Final Electrical/Flex Gas Piping Bonded Is21�5 Site Plan/Variance required Final Sury , New Structure/Flood Plain certification if As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' -E� Water Fountain or Cooler V 'Building Access AN Sides by 20'/Driveable Surface 20'wide Okay To Issue Temp. or Permanent CIO Okay To Issue C/C LABuilding&Codes Forms\Building&CodesV FomnslCommercial Final Inspection Report.doc Revised January 7,2008 Inspection Form p l Town of Queensbury Fire Marshal Periodic Inspection Date: r Time: _ 742 Bay Road,Queensbury NY 12804 o Re-Inspection 518 761 8206/518 761 $205 o CO Inspection Permit#: IL 7/ Fire Marshals Representative _MJ Palmer Business Name:_ - T F Location: � J��i GK Stillman Contact: Type of Inspection N/A Yes No EXITS: Exit Access FC 1014&FC1029 NOTES Exit Enclosure FC 1020&FC1029 Exit Discharge FC 1024&FC1029 Locks and latches FC1008& FC1029.2 Sign:Normal FC 1011 &FC1029 Sign:backup FC 1011.5.3&FC1029.7.5 AISLES: �. Main Aisle Width FC 1024/1025&FC1029.11 — S Secondary Aisle Width FC 1025&FC1029.11 FIRE EXTINGUISHER: Hung FC 906 Inspection of extinguisher FC 906 EVAC Plan FC 404.6 TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 Exterior FC 1006.3 Clearance to Electrical FC 605.3 Electric Wiring Enclosed/labeled FC 605.3.1 Combustibles in Equipment Rooms FC315.2.3 F.D.Si na e- FC 510 No Smoking Signs FC 310.3 Storage FC 315.2 /= Compressed Gas FC 3003 94� F c ly f w Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 i, . �r _. Smoke Detectors FC 907 l CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315.2.1 Q 18" / 24" EVAC SIGNS IN Rooms FC 404.6(RI &R2 l Fuel Pump Warning Signs FC2205.6 Fuel Station Emer Procedures FC2204.3.5 Exterior Storage FC 315.3 REINS'PECTIONDUE APPROMMATELY Vacant Buildings FC 311 21 DAYS SYSTEMS: FC 901.6 Insp OK NC DATE. OK NC Date Generator Annual DATE. OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE. OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC Kitchen Suppression Semi Annual Fuel Island Suppression Semi Annual Hood Cleanin 3-6-Annual Knox Box:Installed/checked FC506 1 1 Operating Permit, if required will be issued after Completion of Inspection Final Survey Inspection Dept. of Community Development Town of Queensbury ' 742 Bay Road Queensbury,NY 12804 Date received: NAME: E-- r LOCATION: Lif— /ejl PERMIT#: Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has en: 0— j Craig Brown, Zoning Administrator Notes: J v(J 4A� L:\.SueHemingway\Building.Codes.Inspection.FORMS\Finai Survey Zoning Administrator.doc WALKER LANE � CO 67' On 1r or � NOTE. HATCHED AREA INDICATES `` r WALL DROPPED 9.1/2 (TYP) 32' 11" 20" 20"x20" CONC. Ai i MceL I'c4 �+ w � n Ius us ------------------------------------------ c @ 3 tr--------._._--- ---- ------ ------ _----___--- ----_ -__------ I Imo-=� o z SUMP PIT BY 'ba a ` G.C. j I « z a CL bo bo 11' 9r 10' S 10' 9" 10, 9" 12' r I j CL. o o ry U Lo1 1 r 1 r —1 r''-1 r —1 r '1 I # _ p LLJ U.J ABOVE Cr f I ' 9.1 " TJl P I I c ' I I bo i I �r I aO r n W 1YPOU�IZED CONC.. I WALL .aL=5'— I I r� ( N N " r- 1 r-� 1 1 r r-�—I �4 x12"CONT.CONC. o Q I I I I i 1 I I I R W/3- CONT. # # I I I I 1 , # � II ... _. � _. _• 9.1 " TJI R i—� (T.O.F.= 0'— .} 1 # 10"POURED CONC. I i WALL T.O.W.=S'-0") t-- I f 2V wTGONT.�; CRAWLS i I 1 i REBAR I 4" CONC. S I I 1 I # # (T.al:= O'—O")(TYP.) (T.O.S.= 0'— I I I I I �,� I I I .f........... ...................................... O I # ' 1 r—I-1 "1 �� r-�- I I •1 -4+--- 24"x24"x48" CONC. I PILING (TYP) 1 Z 24 WALL CONST "• �~♦ O i ' z 16"OC TYP I "" 1{1" ' . dN Q � � A b ' I ' to WAC I% bo I 3 AREA r ,1 ; : I PATIENT PICK-UP S-1 # I OHS AREA O r� � �- 20"x2O" CONC. ' ' 0 S o 1' Cr ' 'S V- . . i m # PWNG{TYP) r.. ,_1 A-1 5� _1 r..�_1 I I I � ��=�� . � I ' i I # 13� I I I • I ( 24"x24" CONC. i W E Z AM 1 t PILING(TYP) 6.314I # + -� •mac # - 9 TREADS • / ; ► - - �--- U Iy I # , 3 1.3/4"x9.1 VL NOfi~ ACE AREA , " ; 1.1/4 NOSING EA. I I Cn L 'lo b DRP GIRDER I 15 TO 8E CNLY TO 1 TJI RO 230 SLAB TO 1 FIR. I I I # I DIA. TEEL CO do �N I�r� . lac—s7.3 4" ~ I # I 2,CX2,VX12NGE G. IMW FDR Ate AREA f ♦MDT rr 1 1 ! t (TOP=O—0 x } — ,�-- 11 I # t —_ E C EE 0 V E 2 I -1 _. # I � 4 24"x24'x48" CONC. I ' i i ' i i��, i i ' i ♦j—t Paw (TYP)............... MAY 2 3 2011 t ' WILDING a Chi # j I b .1 2" TJI RO I I 1 FND 1 � ! i �♦_. may_. � ....�_. , I # F IIrE coov I i 010 #n # bo r , I C? 44 CO CQ I L-------------- __ 1 -._ .�_ _ I _ _ __-.__-___- _J 1 � � Cq CO # I I , # I I I # # # , 1 �; 1 . 0" 4' 9' 3" 3" 7' 8" o" 9' 9" ' ; C Z 10" POURED c:ONC. NOTES: IL) ; p � WALL T.aW.=5-0'� I I r r I I CO b 24"x1 CONT.CONC. # # 10 I t • DO NOT SCALE THESE DRAWINGS THEY MAY NOT BE R .-_q b$ 6 FTG.W 3--#4 CONT. t TO AN EXACT SCALE, USE ONLY DIMENSIONS GIVEN.RMAR _ULO (T.aF.=0'-0")(TYP.) i 1 # - FOUNDATION DAMP PROOFING, BITUMINOUS TAR DAMP PROOFING .. _-- !ZZA -----_____J i IS ALLOWED, TAR MUST BE DRY AT TIME OF INSPECTION BEFORE b Q3 —_-- # BACKFIIL BEGINS AS PER NY STATE RESIDENTAL CODE Q r---------------__ # TOWN OF QUE sCRAWLSPACE TO BE ABOVE THE MOTTLING ELEVATION 1N ORDER TO � h,0 � A 1 11 AVOID FLOOD PROOFING REQUIREMENTS FOR THE FOUNDATION.1` I I BUILDING (FOUNDATION DAMP do FLOOD PROOFING MUST FALL IN REQUIREMENTS Q+ j --- - . - ---- 4-W BUILT-UP �£'Vl8WE3f OF SECDIOA'TER 807,1E 07.2. 1807.3 AND IN CONJUNCTION W/SECTION 1802.3 BE/W PKT. y } r4 bo ,.----------------- I �} Date` °� s BUILDER SHOULD VERIFY ALL DIMENSIONS BEFORE j # UpsTgp j j PROCEEDING WITH ANY WORK AND SHALL NOTIFY DESIGNS b I # 4"CONC,KJB I I PLUS OF ANY PROBLEMS OR DISCREPANCIES BEFORE ANY WORK C I ------------- I � IS PERFORMED. r{Evrrs wz!rp 1�Y, 1 i : MINIMUM SOIL BEARING PRESSURE — 2000 PSF G.PETER JENSEN NOTE: SHADE AREA IMDICATS 10" POURED CONIC. _--- — +� CONCRETE FOR FOOTIr' SOUTH GLENS FALLS WALL DROPPED 1.3/4 W/4 SLAB WyALL T.aW-5--7,3/4"} BUILDING DEPART EURYNT COMPRESSIVE STRENGTH W AN SLUMP FOR FOOTINGS 35000 D 8" WV Y� 12803 AC TAMP POURED OVER, SEE GENERAL 24 x11"CONT.CONG y 518 798%3859 �,'� NOTE06 REGARDING GRADE 0' Based on our limited hall noat n,compliance SLUMP FOR FOUNDAIION WALLS. { ) � , LEVEL ENTRY REQUIREMENT FTC W CONT � with our comments shall not construed as (T.O.F.= TXTYP.) '� indicating the plans and s�e cations are in BACKFILL FOUNDATION WALLS WITH SAND AND GRAVEL WHICH ARE SOUND, ar ti► �' '� full compliance with the Sul JIng Codes of DURABLE, AND FREE OF ORGANIC OR OTHER DELETERIOUS MATERIALS. INSTALL � 17' B" 12' O" 14' 0" 12' 0" 12' 0" New York State. BACKALL EVENLY ON BOTH SIDES OF WALLS WHERE NECESSARY TO PREVENT DISPLACEMENT OF CONSTRUCTION. BACKFILL SHALL NOT BE PLACED AGAINST ` j 17' 6" 38, Cr 12' 0" BASEMENT WALLS UNTIL THE WALLS SUFFICIENT STRENGTH AND HAVE BEEN ANCHORED TO THE FLOOR ABOVE. at�tt� { t 67' 6" 17' 0" = PLACE INTERIOR BACK FILL AND SLAB SUBBASE MATERIAL IN LAYERS NOT MORE THAN 1.8" IN LOOSE DEPTH AND COMPACT TO 95 PERCENT 84' r OF MAXIMUM DENSITY NOTE: THE BUILDING DESIGN PRESENTED ON THESE DRAWINGS ® : 101110 HAS BEEN DEVELOPED WITH CARE IN ACCORD WITH THE DESIGN CRITERIA SHOWN HEREON. IN AS MUCH AS CLIMATIC SOILS AND DATE: 03/21/11 GROUND WATER CONDITIONS VARY WIDELY. WE RECOMMEND THAT STEE'I+#: A LICENSED DESIGN PROFESSIONAL BE CONSULTED IN THE EVENT THAT SPECIFIC SITE CONDITIONS OR LOCAL BUILDING CODES SUGGEST OR REQUIRE A MODIFICATION TO THESE PLANS. F D .".... //_ 171 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No........................................Cert. N® 19052Cut-in Card No..................................... Owner..... ..0272 %.. ` U�S" Ga� . - n Location�[,.Q.��...7.....................r .y �p�.. aC..:...................................Q.�L.i . ................ Installation Consisting ofl�O 5.......................f... l.... ....... . f.il2. ..'�Z..7.6610"6l e. .IaAr z .....y .....5............... .......... ....... . ........ zS Installed By.... .A)... ................................................Lis—Ne......�...�.1iT v .......................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making ' pections at any time, and if its rules are violated,the Company shall have the right to a this c cat Z ! �-��............... INSPECTOR...........,..".......Date.......................... ..................................... Memher N.EP.A..I.A.E.I. i Rou h Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r ' ed: L 1 Queensbury Building &Code Enforcement Arrive: A part: t`�= am 742 Bay Road, Queensbury, NY 128.04 Inspector's Initial NAME: \wiT "--n S i sc � 1,f/M L PER IT C r' LOCATION: u,��L j - Lr�� INS ECT ON: TYPE OF STRUCTURE: Y N NIA ou h Plumbing/Nail Plates Plumbin Vent/Vents in Place 1 %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 sulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent �j L Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If reguired unheated spaces . Combustion Air Supply for Furnace Duct work sealed properly1 No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, mvised February 15,2005, revised January 7,2008 Marty D�efVit'S !lRRnAAA.AiR`® Heating and Cooling.' BPI 21 Thomson Ave. Glens Falls, NY 1280.1 (518)798-5500 Fax 798-5620 `'•o, • ACCREDITED CONTRACTOR Valente Homes lnc. `;.-23.Antigua Rd, Lake-:George, NY 12845 :.518-361=0674 We, Thermal Associates, performed a blower door test on the Valente Homes Inc..project at Lots 4 & 5 Fairfield Professional Office Park, Queensbury, NY 12804, to determine the air changes per hour,. for Vale hte.Homes Inc. The result of the test is:. (4,000 CFM50 x 60.Minutes) / (4,500 sq. ft. x 15 ft.) 3.55 ACH50 Adam DeVit'. .`.::BPI Certified Professional Bower Door Test $ 200.00 'i 7i ': .r! Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Dalte Insp tion request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: a 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: o�� (-F aS T sue �_I.,.s�n��;�if s s PERMIT#: I L - f -Z / LOCATION: wg, i I,c �- L �� INSPECT ON: J 4 TYPE OF STRUCTURE: Y N NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 %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 hi hest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes nsulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If r uired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Ow,it Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 16,2006, revised January 7,2008 Framing / Firestopping Inspection a rt' Office No. (518)761-8256 Date Inspection M eta eirred: Queensbury Building&Code Enforcement Arrive:Z- a pm 742 Bay Road, Queensbury, NY 12SM Inspector's In' ' NAME: -I/& E R M I T#: 71, LOCATION: •r-izi e. INSPECT ON: TYPE OF STRUCTURE: Framing COMME Attic Access 22"x 30" minimum TE ii�\j Jadc 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 w 16 gauge 8 16D nds each aide Draft stopping 1,000 sq.ft floor trusses Anchor Botts 6 ft. or less on center Ice and water shield 24 inches from.wall i,,separation 1, 2,3 hour �tJWWW12,1,Nhour, f �Fireatopping ftneon sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 518 inch Type X Garage side 5/8 inch Type X Ceiring1wall Windows Habitable Space/Bedrooms 24 In. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L ISull ft&Codes Forms-OWISuli ft&CodesNnapa*m Foon-frm"Fkaw"Imp"M RepoA.doc Revised Jonuary 7,2008 G. Peter Jensen 17 West Road South Glens Falls New York 12803 (518) 798—3859 September 22,2011 To Whom It May Concern: On September 6,2011, I observed the framing, as erected, for the Northeast Surgical Specialist building located on Fairfield Drive, Queensbury,NY. The following were observed: • Energy trusses are in place. • Hurricane anchors are in place. • The truss lateral bracing has been installed. • The draft stop is in place. • The opening headers appear to be adequate for the opening spans. • The floor joist,beams and columns have been installed. • The fastening of all components appear to be adequate. In my opinion the framing, as installed, appears to be adequate. Sincerely, G. Peter J nsen y�eRED ARCy, ER r�HSF � A A S �g8.OLO � �qTF OF NO�� Rough Plumbing / Insulstio Insp Lion Report Office No. (518)761-8256 Date Insp"On rI' l ry Queensbury Building &Code Enforcement z=Arrive:� �' a art: am m 742 Bay Road, Queensbury, NY 128.04 Insp is Initial NAME: a PER #: LOCATION: INSPECT ON: , TYPE OF STRUCTURE: Y N NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place P �-- �1 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum kck� can ut eve 100 feet/change of direction Pressure Test i /V® - =�� y- r 10 ft. above highest connection for 15 minutes ressure Test WAwsupply Piping €rminutes Insu ation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated s aces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation ReporLrevised Nov 17 2003, revised February 15,2005, wised January 7,2008 Framing / Firestopping fnspe 'on Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/� Depart: . am/pm 742 Bay Road, Queensbury, NY 12804 inspector's Initials:E�� NAME: kl,-Y&�� PERMIT#: ✓ LOCATIOW INSPECT ON: TYPE OF STRUCTURE: Y A Framing COMMENTS: 'AftE cress 22"x 30" minimum -JC�o' d1.2.1 Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly IT O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing ` IC, •T `2� Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate -�_ 1 % w 16 gauge 8 16D We each stile 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 CeilingAivall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. OM 5.7 sf above/below grade 5.0 sf grade L'Sullding&Codes Forms-OLOSuilding&CodesUnspection FomWrarn ft FirestoWng Inapodion Repott.doc Revised January 7,200 Framing / Firestopping Inspection Re rt Office No..(518) 761-8256 Date In peCbon iv Queensbury Building &Code Enforcement Arrive: �a p rt: a a�_ 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: - C1 PERMIT##. 7 LOCATION: 1 O — 1 INSPECT ON: — TYPE OF STRUCTURE: Framing Y N NIA 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/ w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center lee 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. OM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fonns-OLDSuilding&Codesllnspection FomtisTraming Firestopping Inspection ReporLdoc Revised January 7,2008 Framing / Firestopping Inspection Report — Office No. (618)761-8256 Date In ' n st eel Queensbury Building&Code Enforcement Arrive: D m part: rp of 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: NAME: — — �L RMIT#: —� LOCATION: INSPECT ON: — TYPE OF STRUCTURE: Y A COMMELM: Framing Attic Access 22" x W minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts J Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 Y: w 16 gauge 8 16D nds each side Draft stopping 1,000 sq.fL floor trusses chor Botts 6 ft. or less on center ce 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'A Inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilingtwall Windows Habitable Space/Bedrooms 24 In. (H) 20 in. (VV) 5.7 sf above/below grade 5.0 sf grade LABuitding&Codes Forms-01.0k8uilding&Codesunspedion Foam wro ning FW*d*pinp Inspodion Report.doo Revised January 7,20M Framing / Firestopping Inspection eport 2- Office No. (518)761-8256 Date inspection a �/ Queensbury Building&Code Enforcement Arrive: v a part: a 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: fERMIT#: `1 r t 71 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y A COMME® Framing Attic Access 27 x W minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly IT O.C. Headroom,6 ft. 8 in. Stairwelis l36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in: Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 160 naAa each We Draft stopping 1,000 sq.ft. floor trusses ft. or less on center Ice a s field 24 inches from.wall Fire separation 1, 2, 3 hour \� Fire wall.2, 3, 4 hourL � 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 Ceillngfwall Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (M 5.7 sf above/below grade 5.0 sf grade L:1 UNIng&Codes Fortns-0LDWIding&Codealnspeftn Fcm*1FWWng Flrgtopping Inapedw Repoit doc Revised Jsnuilry 7,2008 Fourdahon Inspection Report V 0 No.(518)761-8256 Date Inspection requ /i Queensbury Building 8t Code Enforcement Arrive: . e art: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini NAME: C �. PERMIT#: . 2 LOCATION. INSPECT ON: C�4// TYPE OF STRUCTURE: Com - � N 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. oundation/Wallpour Reinforcement in Place f:' Footing Dowels or�ay in place �.' -Foundation Damppmofm�= Q/ un hon aterproormg Footing Drain Daylight.or Sump 12 inch width r 6 inches above footing t/ Y` et areas under slab BackSll Approval--� Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes FormskOuilding&Codesunspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM V;-/Z Foundation Inspection Report Offc�No.(518)761-8256 Date Inspecti n request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: am/pm L-- 742 Bay Rd.,Queensbury,NY 12804 Inspector 'tials:'t NAME: G - tt: Sit �C``/ �-� ERMIT#: . LOCATION. - INSPECT ON: TYPE OF STRUCTURE: o m • Y N A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement =oftheconc s for this s n site. Found1ton/Wallpour Reinforce Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight.or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foun on p t/L Report Office No.(518)761-8256 Dateu _ Queensbury Building&Coda Enforcement Arriv17; Depart:�— p 742 Hay Rd,Queensbury,NY 1280 Inspe �- L NAME: W. �V—p. #; LOCATION: PECT ON: ., TYPE OF STRUCTURE: oa Y Footings Monolithic Slab 4 Reinforcement in Place y, The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this m2se on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofnng Foundation Waterproofing Footing Drain Daylight.or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior Rough(Trade 6 inch drop within 10 ft. L kullding&Codes Forms 3uiidlng 8 CodeMnspectlon Forms\Fbundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM I COMcheck Software Version 3.3.1 Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code 1 C-: Section 1: Project Information �r 0 Q 2011 Project Type:New Construction _ --b Project Title:NORTHEAST SURIGAL SPECIALISTS Construction Site: Owner/Agent: Designer/Co tractor. r' FAIRFIELD PARK DAN VALENTE MICHAEL MANEY QUEENSBURY,NY 12804 VALENTE HOMES,INC. 16 HELEN DRIVE RTE.9 QUEENSBURY,NY 12804 LAKE GEORGE,NY 12846 518-744-8245 518-668-0300 Section 2: General Information Building Location(for weather data): Warren,New York COPY Climate Zone: 6a tos Es�vetopeFILE Vertical Glazing/Wall Area Pct.: 10% Activity Tvoefsl Floor Area Healthcare-Clinic 4455 Section 3: Requirements Checklist Envelope PASSES.• code. Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R Value R-Value U-Factor U-Factorial Perimeter Roof 1:Attic Roof with Wood Joists 4455 38.0 0.0 0.027 0.027 Exterior Wall 1:Wood-Framed,16"o.c. 2750 21.0 0.0 0.062 0.051 Window 1:Wood Frame:Double Pane with Low-E,Clear,SHGC 213 — — 0.320 0.350 0.23 Door 1:Glass(>50%glazing):Nonmetal Frame,Entrance Door, 57 — — 0.280 0.350 SHGC 0.17 Door 2:Insulated Metal,Swinging 19 — — 0.160 0.700 Basement Wall 1:Solid Concrete:12"Thickness,Normal Density, 1307 0.0 11.0 0.073 0.108 Furring:Wood,Wall Ht 5.0,Depth B.G.4.7 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage, Component Certification,and Vapor Retarder Requirements: El 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. Lj 2. Windows,doors,and skylights certified as meeting leakage requirements. El 3. Component R-values&U-factors labeled as certified. Section 4: Compliance Statement Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.8.1 and to comply with the mandatory requirements in the Requirements Checklist. Project Title:NORTHEAST SURIGAL SPECIALISTS Report date:04/22/11 Data filename:C:\Users\Maney\Documents\COMcheck\NOTHEAST SURGICAL.cck Page 1 of 9 When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. AW,11'ee� Z- Name-Title 17 WEST ROAD Signature Date SOUTH GLENS FALLS NEW YORK 12803 OED ARC (518)798-3859 ER,fEbs ccCY ��' A L At O qTF OF me*y Project Title:NORTHEAST SURIGAL SPECIALISTS Report date:04/22/11 Data Mename:C:lUsersManey)Documents)COMcheck)NOTHEAST SURGICAL.cck Page 2 of 9 COMcheck Software Version 3.3.1 Interior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type:New Construction Pr*ck Ttit\e:NORT"EAST SUR\GAL SPEUNUSTS Construction Site: Owner/Agent: Designer/Contractor. FAIRFIELD PARK DAN VALENTE MICHAEL MANEY QUEENSBURY,NY 12804 VALENTE HOMES,)NC. 16 HELEN DRIVE RTE.9 QUEENSBURY,NY 12804 LAKE GEORGE,NY 12846 518-744-8245 518-668-0300 Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ff2 (B x C) Healthcare-Clinic 4455 1 4455 Total Allowed Watts= 4455 Section 3: Interior Lighting Fixture-Schedule A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Waft. Healthcare Clinic(4455 sq ft) Linear Fluorescent 1:48"T8 32W(Super T8)I Premium efficiency 2 23 32 736 Compact Fluorescent 1:Twin Tube 18W/Electronic 1 40 18 720 Total Proposed Watts= 1456 Section 4: Requirements Checklist Lighting Wattage: 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 4455 1456 YES Exterior Lighting: ❑ 2. Comply with Sections 401.3.1 and 401.3.1.1 of 90.1-1989 Code and attach documentation. Controls,Switching,and Wiring: zi 3. Master switch at entry to hotel/motel guest room. 4. Minimum of one manual control for each space with no task activity(i.e.storage).Multiple manual controls,occupancy sensor, automatic timer,or dimmer in other spaces. Exceptions: El Lighting for emergency or exit egress or intended for continuous operation. 5. Photocell/astronomical time switch on exterior lights. Exceptions: Project Title:NORTHEAST SURIGAL SPECIALISTS Report date:04/22/11 Data filename:C:\Users\Maney\Documents\COMcheck\NOTHEAST SURGICAL.cck Page 3 of 9 Lighting intended for 24 hour use. 6. Tandem wired one-lamp and three4amp ballasted luminaires(No single-lamp ballasts). Exceptions. (] Luminaires with three lamp ballasts(or electronic high-frequency single-lamp ballasts). Interior Lighting PASSES;Design 67%i beff er than code. Section 5: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed lighting system has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.8.1 and to comply with the mandatory requirements in the Requirements Checklist. G.PETER JENSEN Name-Title SOUTH GLENS FALLS ignature Date NEW YORK 12803 FtE D ,� (518)798-3859 g�E RC,y �-fER.r4 CY �F Ozav2lo �' '4TF OF Ne'N.tO Project Title:NORTHEAST SURIGAL SPECIALISTS Report date:04/22/11 Data filename:C:lUserslManey)Doczments\COAkhecklNOTHEAST SURG)CAL.cck Page 4 of 9 , C®Mcheck Software Version 3.0.1 Mechanical Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type:New Construction Project Title:NORTHEAST SURIGAL SPECIALISTS Construction Site: Owner/Agent: Designer/Contractor. FAIRFIELD PARK DAN VALENTE MICHAEL MANEY QUEENSBURY,NY 12804 VALENTE HOMES,INC. 16 HELEN DRIVE RTE.9 QUEENSBURY,NY 12804 LAKE GEORGE,NY 12846 518-744-8245 518-668-0300 Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 6a Section 3: Mechanical Systems List Quantily System Type&Description 1 HVAC System 1(Single Zone): Heating:1 each-Central Furnace,Gas,Capacity=7 kBtu/h,Efficiency=92.00%Et Cooling:1 each-Packaged Terminal Unit,Capacity=7 kBtu/h,Efficiency=12.00 EER,Air-Cooled Condenser Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : O 1. Equipment minimum efficiency: Central Furnace(Gas): 80.0%Et(or 78%AFUE) ❑ 2. Equipment minimum efficiency: Packaged Terminal DX Unit: 11.0 EER Generic Requirements: Must be met by all systems to which the requirement is applicable: ❑ 1. Plant equipment and system capacity no greater than needed to meet loads ❑ Exception:Standby equipment automatically off when primary system is operating ❑ Exception:Multiple units controlled to sequence operation as a function of load ❑ 2. Minimum one temperature control device per system ❑ 3. Minimum one humidity control device per installed humidification/dehumidification system ❑ 4. Load calculations per ASHRAE/ACCA Standard 183 Q 5. Automatic Controls_Setback to 55°F(heat)and 85'F(cool);7-day clock,2 hour occupantoverride,l0-hour backup ❑ Exception:Continuously operating zones 0 Exception:2 kW demand or less,submit calculations ❑ 6. Outside-air source for ventilation;system capable of reducing OSA to required minimum ❑ 7. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly ❑ Exception:Ducts located within equipment ❑ Exception:Ducts with interior and exterior temperature difference not exceeding 15°F. ❑ 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment ❑ 9. Ducts seated-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181B tapes and mastics ❑ 10.Hot water pipe insulation: 1.5 in.for pipes—1.5 in.and 2 in.for pipes>1.5 in. Project Title:NORTHEAST SURIGAL SPECIALISTS Report date:04/22/11 Data filenama: Page 5 of S Chilled water/refrigerant/brine pipe insulation: 1.5 in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in. Steam pipe insulation: 1.5 in.for pipes<=1.5 in.and 3 in.for pipes >1.5 in. ❑ Exception:Piping within HVAC equipment. ❑Exception:Fluid temperatures between 55 and 105°F. ❑ Exception:Fluid not heated or cooled with renewable energy. ❑ Exception:Piping within room fan-coil(with AHRI440 rating)and unit ventilators(with AHR1840 rating). ❑ Exception:Runouts<4 ft in length. ❑ 11.0peration and maintenance manual provided to building owner ❑ 12.Thermostatic controls have 5°F deadband IJ Exception:Thermostats requiring manual changeover between heating and cooling ❑ Exception:Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction. 0 13.Balancing devices provided in accordance with 1MC(2006)603.17 ❑ 14.Demand control ventilation(DCV)present for high design occupancy areas(>40 person/1000 ft2 in spaces>500 ft2)and served by systems with any one of 1)an air-side economizer,2)automatic modulating control of the outdoor air damper,or 3)a design outdoor airflow greater than 3000 cfm. ❑ Exception:Systems with heat recovery. ❑ Exception:Multiple-zone systems without DDC of individual zones communicating with a central control panel. ❑ Exception:Systems with a design outdoor airflow less than 1200 cfm. ❑ Exception:Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. ❑ 15.Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings ❑ Exception:Gravity dampers acceptable in buildings<3 stories ❑ Exception:Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlocked with fan ❑ 16.Automabc controls for freeze protection systems present ❑ 17.Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted ❑ Exception:Hazardous exhaust systems,commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. El Exception:Systems serving spaces that are heated and not cooled to less than 60°F. ❑ Exception:Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. ❑ Exception:Heating systems in climates with less than 3600 HDD. 0 Exception:Coating systems in climates with a 1 percent tooting design wet-bulb temperature less than 64°F. ❑ Exception:Systems requiring dehumidification that employ energy recovery in series with the cooling coil. ❑ Exception:Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air votiume to 56 percent m lesa of design vahms VT,a rep wake make up att supply meeting the So%Ving mrakeup air requirements:a)at least 75 percent of exhaust flow rate,b)heated to no more than 2°F below room setpoint temperature,c)cooled to no lower than 3°F above room setpoint temperature,d)no humidification added,e)no simultaneous heating and cooling. Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans,specifications and other catcu4abms submitted%%Ih this pvm-A apVAzz%!on.The psop9 mecha W2A system have been demgr&d to meet the 2016 Slew York Energy Conservation Construction Code requirements in COMcheck Version 3.8.1 and to comply with the mandatory requirements in the Requirements Checklist. G.PETER JEN'SEN Name-Title 17 WEST ROAD Date SOUTH GLENS FALLS aED q NEW YORK 12803 e�� (518)798-3859 rdt�R CY 9 r Project Title:NORTHEAST SURIGAL SPECIALISTS Report date:04/22/11 Data filename: SURGtCAL.mk Page fi of 9 ellC®Mcheck Software Version 3.0.1 Mechanical Requirements Description 2010 New York Energy Conservation Construction Code The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 : A.The specified heating andlor cooling equipment is covered by the ASHRAE Sll.1 Code alai must meet the foUawh-g minimum efficiency: Central Furnace(Gas): 80.0%Et(or 78%AFUE) 2. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Packaged Terminal DX Unit: 11.0 EER Packaged Terminal DX Unit: 11.0 EER Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. - Exception:The equipment and/or system capacity maybe greater than calculated loads for standby purposes.Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. - Exception:Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 2. Each heating or cooling system serving a single zone must have its own temperature control device. 3. Each humidification system must have its own humidity control device. 4. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved egdwalenk catculabun procedure. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria: a)capable of setting back temperature to 55'F during heating and setting up to 85°F during cooling, b)capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedules, c)have an accessible 2-hour occupant override, d)have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. - Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - Exception:A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 6. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 7. Air ducts must be insulated to the following levels: a)Supply and return air ducts for conditioned air located in unconditioned spaces(spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces include attics,crawl spaces,unheated basements,and unheated garages. b)Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building. c)When ducts are located within exterior components(e.g.,floors or roots),minimum R-81insulabon is required only between the duct and the building exterior. - Exception:Duct insulation is not required on ducts located within equipment. - Exception:Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15'F. 8. 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. 9. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A and shall be marked'181A-P'for pressure sensitive tape,'181A-M'for mastic or'l81A-H'for heat-sensitive tape. Tapes and mastics used to seal flexible air ducts and flexible air connectors shall comply with UL 181 B and shall be marked '181 B-FX for pressure-sensitive tape or'181 B-M'for mastic. Unlisted duct tape is not permitted as a sealant on any metal ducts. 10. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 1/2 in.for pipes<=1 1/2-in.nominal diameter, 2 k".to pipes*>A I12A".s3ZMW' ati dtamekes. Chilled water,refrigerant,and brine piping systems: 1 1/2 in.insulation for pipes<=1 1/2-in.nominal diameter, Project Title: NORTHEAST SURIGAL SPECIALISTS Report date:04/22/11 Data filename:C:1tJsersIManeylDocumentslCOMchecklNOTHEAST SURGICAL.cck Page 7 of 9 Y � • 1 112 in.insulation for pipes>1 1/2-in.nominal diameter. Steam piping: 1 1/2 in.insulation for pipes<=1 1/2-in.nominal diameter, 3 in.insulation for pipes>1 1/2-in.nominal diameter. - Exception:Pipe insulation is not required for factory-installed piping within HVAC equipment. - Exception:Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55°F and 105°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:Piping within room fan-coil(with AHR1440 rating)and unit ventilators(with AHRI840 rating). - Exception:Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 in.in diameter between the control valve and HVAC coil. 11. Operation and maintenance documentation must be provided to the owner that includes at least the following information: a) equipment capacity(input and output)and required maintenance actions b) equipment operation and maintenance manuals c) 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 comments d) complete narrative of how each system is intended to operate. 12. Thermostats controlling both heating and cooling must be capable of maintaining a FF 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. - Exception:Special occupancy or special applications where wide temperature ranges are not acceptable and are approved by the authority having jurisdiction- 13. Balancing devices provided in accordance with IMC(2006)603.17. 14. Demand control ventilation(DCV)required for high design occupancy areas(>40 person/1000 ft2 in spaces>500 ft2)and served by systems with any one of 1)an air-side economizer,2)automatic modulating control of the outdoor air damper,or 3)a design outdoor airflow greater than 3000 cfm. - Exception:Systems with heat recovery. - Exception:Multiple-zone systems without DDC of individual zones communicating with a central control panel. - Exception:Systems with a design outdoor airflow less than 1200 cfm. - Exception:Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 15. Outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served are not in use. Dampers must be capable of automatically shutting off during preoccupancy building warm-up,cool-down,and setback, except when ventilation reduces energy costs(e.g.,night purge)or when ventilation must be supplied to meet code requirements.Both outdoor air supply and exhaust air dampers must have a maximum leakage rate of 3 cfm/ft2 at 1.0 in w.g.when tested in accordance with AMCA Standard 500. - Exception:Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height. - Exception:Systems with a design outside air intake or exhaust capacity of 300 cfm(140 Us)or less that are equipped with motor operated dampers that open and close when the unit is energized and de-energized,respectively. 16. All freeze protection systems,including self-regulating heat tracing,must include automatic controls capable of shutting off the systems when outside air temperatures are above 40°F or when the conditions of the protected fluid will prevent freezing. Snow-and ice-melting systems must include automatic controls capable of shutting off the systems when the pavement temperature is above 50oF and no precipitation is falling,and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. 17. Individual fan systems With a design supply air capacity of 5DDD ctm or greater and minimum outside air supply of 7D percent or greater of the supply air capacity must have an energy recovery system with at least a 50 percent effectiveness.Where cooling with outdoor air is required there is a means to bypass or control the energy recovery system to permit cooling with outdoor air. - Exception:Hazardous exhaust systems,commercial kitchen and clothes dryer exhaust systems that the international Mechanical Code prohibits the use of energy recovery systems. - Exception:Systems serving spaces that are heated and not cooled to less than 60°F. - Excegt= WtwAe muse than 6Z percent of the outdoor tmtmg eazsgy%pm%ded from site-recovered os site soles esvesgy. - Exception:Heating systems in climates with less than 3600 HDD. - Exception:Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64°F. - Exception:Systems requiring dehumidification that employ energy recovery in series with the cooling col. - Exception:Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or,a separate make up air supply meeting the following makeup air Project Title:NORTHEAST SURIGAL SPECIALISTS Report date:04/22/11 Data filename•.C 4iEAS3 SURGICAL.cck Page b of S ----------- 0 pUEC-"-s,pzL)Ry NeW yoRK S7-ORY Ll&)4T I=RAME &>FJ= Iae- BUILDJMC,� C-904/f- I'# WIT14 14 P-SX ROOF WHO SPSIZ> c) &)P14 -,-RAi- LOAD ACStSTINa Zy WIAIb ,VkED ARC R L E rOPY 24,° e, � `FG,2.f/o)��')� �s�,z�C�?= l l 4., ;,4 (/o PSG '!�') r e44r.F)L.2�)z )'2-0 14 °T A4155 8,TAe,6 6-M, C—A-8 L1% WI L .s> W.q mot_ L,.p 4.D 561/,L Rtn-4 R bAekSr .nRE S.-S r 6 PA 4=,S"-14 7/vex -� � ��!� f��t IN/tLl- 4�aRD 461Z t FwDn CSDft4X W7 CpMGt;rTr (lSb� (2 X 1) 300 Alt Z'r~-r6, = 4 arm •pr b 9� 4 Fo,7 Z 4 s t14'[a�� AWvs-rmen 7- -� � WALL (�JCJa)(/�.l} + C��CPQaCJJ�'7�= ?oZv = ^79g�, g22�� 70-rl4 le TRAVERSE w/,+s L >C�°a)l/�.l)f- �•5)( i®� 0►PI� F Ci9)Cg,S)ttt,��=l -�7 ;�,5+z�etr8>4 4. Io To(-7+L- IrXAV6956 WIND � K so, PLc' 4,9g,a pL-r- -=1 �. .r lq r — sG�,,c7-7 M 5/8" ROOF SHEATHING TYP. NAILING 10d 6" OC AT PANEL EDGES, 12" OC IN FIELD ROOF TRUSS— GABLE END WALL i SIMPSON H2.5 TRUSS BRACING i TRUSS CLIPS AT BY MANUF. i EACH TRUSS SIMPSON A35 CLIP ANGLE AT 2'-0" O.C. FIRST FLOOR FIRST FLOOR SOLID BLOCKING AT 4'-0" OC EDGE NAIL SHEATHING EDGE NAIL SHEATHING AT TREATED PLATE AT TREATED PLATE I BASEMENT BASEMENT --------------------- � I I I I EXTERIOR BEARING WALL GABLE END WAI I LATERAL LOAD COMECTOR DETAILS NTTS TABLE 1 RECOMMENDED SHEAR (POUNDS PER FOOT) FOR HORIZONTAL APA PANEL DIAPHRAGMS WITH FRAMING OF DO_ UGLAS-FIR,LARCH OR SOUTHERN PINE(01 FOR WIND OR SEISMIC LOADING _ Blocked Diaphragms Unblocked Diaphragms Nail Spacing (in.) at Nails Spaced 6"max at diaphragm boundaries Supported Edgesle) (all cases),at continuous panel edges parallel to load (Cases 3 &4), and at all panel edges(Cases 5 & 6)(b) Minimum 6 4 2-1/2(cl 21cl Case 1 (No Minimum Minimum Nominal "" unblocked Nail Nominal Width of Nail Spacing (in_) of edges or All other Penetration Panel Framing other panel edges continuous configurations Common in Framing Thickness Member (Cases 1,2,3 &4) joints parallel (Cases 2,3, Panel Grade Nail Size (inches) (inch) (inches) to load) 4,5 &6) 6 6 4 3 6d(el 1-1/4 5/16 2 185 250 375 420 165 125 3 210 280 420 475 185 140 APA — - STRUCTURALI 8d 1-1/2 3/8 2 270 360 530 600 240 180 grades 3 300 400 600 675 265 200 10d(d) 1-5/8 15/32 2 320 425 640 730 285 215^ 3 360 480 720 820 320 240 5/16 2 170 225 335 380 150 110 3 190 250 380 A30 170 125 6d(e) 1-1/4 ---- - 3/8 2 185 250 375 420 165 125 ' 3 210 280 420 475 185 140 APA RATED - -- - SHEATHING, 3/8 2 240 320 480 545 215 160 APA RATED 3 270 360 540 610 240 180 STURD-1- u FLOOR gd 1-1/2 7/16 2 255 340 505 575 230 170 and other 3 285 380 570 645 255 190 APA grades 2 270 360 530 600 240 180 except Species 15/32 3 300 400 600 675 265 200 Group 5 15/32 2 290 385 575 655 255 190 3 325 '430 650 735 290 215 1 Od(d) 1-5/8 --• ----- 19/32 2 320 425 640 730 285 215 3 360 480 720 820 320 240 (a)For framing of olher species:(1)Find specific gravity for species of lumber (d)Framing at adjoining panel edges shall be 3-in.nominal or wider,and in AFPA Notional Design Specflcalion.(2)Find shear value from table above nails shall be staggered where 10d nails having prnrtration into fromina of for nail sire for Structural I panels(regardless of actual grade).(3)Multiply more than 1.5/8 inches are spaced 3 inches o.c. value by 0.82 for species with specific gravity of 0.42 or greater,or 0.65 for (e)Bd is recommended minimum for roofs due to negative pressures of all other species.. high winds. (b)Space nails maximum 12 in,o.c.along intermediate framing members Notes:Design for diaphragm stresses depends on diredion of continuous 16 in.o.c.when supports are spaced 4B in.o.c.). panel joints with reference to load,not on direction of long dimension of (c)Framing of adjoining panel edges-shall be 3-in.nominal ar .wider,and sheet_Continuous framing may be in either direction for blocked diaphragms. nails shall be staggered where nails are spaced 2 inches a.c.or 2-1/2 inches o.c. Case 1 Case 2. e«nna, Case 3 Case 4 Case 5 mama Case 6 Loa Famine Lwd aura Laad Lana Case tl wed Load Case Lill .� [oMuwaus Panty loimc oupamym baund•ry r—d.—pand Pml ld. ' 8 NAILS Strang-Tie nails and structural fasteners have been developed as the TO ORDER:Display Packages-availab(e for N8D and optimum fasteners for connector products.Special lengths afford economy N1 OD nails.To order,specify: of purchase and installation,and depth compatibility with framing members. N8D MSTR CTN-25 display packs of 150 N8 nails. ' Nail specifications include head size,thickness,steel and shank design, and point configuration to ensure conformity to published values. N008D5 MST CTN-6 display packs s 1 N8D nails N1 For pneumatic nail use,see Instructions to the Installer,page 7. MSTR CTN-25 display packs of 600 N10 nails. N10 0 COMPARABLE SIZES:SSN8=NO;SS8D=8d common; 5 MSTR CTN-6 display packs of 0 N10 nails SSN10=N10;SS100=10d common;SS16D=16d common 501b Bulk Boxes-available for N8,N10 and N16 nails. 31/2" 16d 3" k Spiral SS16D sinker Spiral SS10D N54A N16 SS8D 2'/2" Spiral N20AN N20A N10 N8 SSN8 SSN10 rn - n II �I rn IT rn 7ru _ Tif - rn rn fu ru I l; owl N Pl N8D box N'10D box Doug Fir•Larch/So.Plne Sproc'Pine-Fir _ Model Metric Fasteners Allowable Loads' Allowable Loads' No. Uescripllon Equuvanl)nt Finish' CNIr Light Gauge 3 Gauge Light Gauge 3 GaugejQ; Shear Shear Shear Shear 000) Gauge (100) (100) Gauge (100) Nail into NB (8d)101A ga x 1'.a Smooth shank 3.3 x 38.1 HOG 15200 86 14 _105 74 16 90 on N8 and SSN8 _ (8d)0.131 x 1'/::Smooth shank 3.3 x 38.1 SS 15200 86 14 105 74 16 90 N7 D nail W SS8D _ I (Bd)0.131 x 2'/i Smooth shank 3.3 x 63.5 5S 9400 72 20 131 00 18 112 heads N10 (10d)9 ga x 1'h'Smooth shank 3.8 x 38.1 HOG 11900 92 14 112 79 16 97 z �SS (10d)0.148 x 1's4'Smooth shank 3.8 x 38.1 SS_ 12200 92_ 14 112 79 16 97 S10D (10d)0.148 x 3'Smooth shank 3.8 x 76.2 SS ^6700 112 18 158 95 20 136 7"r o ,_ N16__ i Bd)a lax 2'/z'Smooth shank 4.1 x 63.5 BRIGHT 6300 134 18 187 115 20 163 0S7 ED (1 Gd)0.162 x_31/i Smooth shank 4.1 x 88.9 SS 4400 134- 18 187 115 20 163 On all stainless N20AN (20d)0.192 x 2'/e'Annular ring 4.9 x 54.0 BRIGHT 5500 145 14 174 125 18 152 steel nail N20A ___ (20d).192 x 11/i"Annular_ring 4.9 x 44.5 BRIGHT 6300 119 14 140 103 16 122 heads N54A 250 x 2'is Annular ring 6.4 x 63.5 BRIGHT 2700 167 14 188 5 18 164 10d�common' (1od)0.148x 3'Smooth shank 38 x762 BRIGHT 6700 112 18 15BTj4 96 20 136 Mail Specifications 16d sinker' 0.148 x 3'/.'Smooth shank_ 3.8 x 82.6 GV 6100 112 18 158 96 20 136 12d common' 0.148 x 31/;Smooth shank _ 3.8 x 82.6 BRIGHT 6100 112 18 158 96 20 136 Wire _ Nail _Gauge Diameter 16d common` 0.162 x 3'i4'Smooth shank 4,1 x 88.9 BRIGHT 4400 134 18 187 115 20 163 (gd Common Nail t0%+ga 0.131 2'ik Spiral (8d)0.110 x Z'h°Spiral shank 2.8 x 63.5 BRIGHT - 98 - - g0 - 3'S iral - -�' -' "- - (10d)Common Nail 9 ga 0.148 p_ (10d)0.132 x 3'Spiral shank 3.4 x 76.2 BRIGHT - 11�2 L_ - 96 T - 1 (16d)Common Nail 8 ga 0.762 3y Spir,I (16d)0.152 x 3'k'Spiral shank 3.9 x 88.9 BRIGHT - 134 I 16d Sinker Nod 9 ga 0.148 _ 110 - -.� �---- p 1.Allowable loads are based on the 1997 NDS.Adjustments are made 4.Metric equfvalenls are listed Diameter x Length, for use with metal side plates,Fes=45 ksi.Loads under light 5.A 16d sinker,12d common and a 10d common have the gauge are for gauges listed through 22 gauge.Allowable loads for same load value as an SS1DO.A 16d common has the gauges not indicated must be calculated according to the code, same load value as an SS16D. Contact the factory tar more details. 6,The 10d common,12d common,16d common,16d sinker and 2.N16,N20A,N20AN and N54A fasteners may be ordered galvanized; spiral nails are for reference only.Simpson does not sell specify EG;for example N1 GEG. these nails.All other nails are available through Simpson. 3.HOG=hot-dip galvanized; SS=stainless steel;Bright=no finish; g G•v=Green vinyl, MST,In HURRICANE TIES H1 Installation H2 Installation H2.5 Installation H2.5A Installation H3 Installation (Nails Into both lop plates) (Nails into both top plates) (Nails into upper top plate) .I ' e Fi II � X i�: ,, ]•. u ' FBI► O H4 „- Installation O O Hob low ootpud (H2.5 similar) H4 Installation °_ see footnote 3,page 132 H5 Installation H5A Installation � - Plate ( P 9 ) (Nails into upper top plate) (Nails into both top plates) (Nails into both top plates) Installation } H6 Stud to .. Band Joist rK Installation r >� W H8® attaching ' ®.. H8 attaching H8 attaching ® H9 attaching ' rafter to double stud to sill I joist to double truss to topg top plates (4-8d into plate, top plates plates 5-8d into stud) MINIMNM H14 r. � 4' '-t p DSTANCE Installation H9,HI and H1 OR optional 3/g ` positive angle nailing ' x 1 x to double o 'b e t connects shear blocking to ,T ❑ 2x header rafter. Use 8d common nails. 0 o Slot allows maximum field- ' bending up to a pitch of 6/12, E use 75%of the table uplift 1 F, load;bend one time only. - rn ~ H10 Installation ® H10 2 Installation EIicE oM H14 m (H11Zsimilar) ' . r olsrANCE Installation y Z ;e to double 40 top plates -14 00 - y c ` ' o ad COMMONS TO _ PLATES.FILL ONE OF THREE HOLES TO H14 BOTTOM FLANGE. 1. What is the uplift load? ? S 2. What is the parallel-to-plate load? Hurricane Tie Installations to Achieve 3. What is the perpendicular-to-plate load? Twice the Load(Top View) N 4. What is the species of wood used for the rafter and the top plates? (Select the load table based on the lowest performing species of wood.) 5. Will the hurricane tie be nailed into bath top plates or the upper top plate only? WALL 6. What load or loads will the hurricane tie be taking? WALL TOP PLATE TOP PLATE Allowable simultaneous loads in more than one direction on a single connector must be evaluated as follows: Design Uplift/Allowable Uplift+Design Lateral Parallel to Plate/Allowable Lateral Parallel to Plate+Design Lateral Perpendicular to Plate/Allowable Lateral Perpendicularto Plate<1.o. Install diagonally Nailing into both sides of 7. Select hurricane tie based on performance,application,installed Cost and across from each other a single ply 2x truss may for minimum 2x truss. cause the wood to split. ease of installation. 137 HURRICANE TIES NEW!H14 is the high uplift hurricane tie.It can be installed with INSTALLATION:•Use all specified fasteners.See General Notes. rafter nailing flanges facing inwards or outwards. •H1 can be installed with flanges facing inwards The H2.5A is designed for easy installation,with higher uplift loads to (reverse of H1 drawing number 1). meet new code requirements.H5A has installed cost benefit,it only requires •H2.5,H3,H4,H5,H5A and H6 ties are only shipped in 6:6 nails,to meet lower uplift requirements. equal quantities of rights and lefts. `~ MATERIAL:See table •Hurricane Ties do not replace solid blocking. FINISH:Galvanized.H11Z—Z-MAX.Some models available in CODES:See page 10 for Code Listing Key Chart. stainless steel or Z-MAX;see Corrosion-Resistance,page 5. 314� 19's / I p mm„ 0+ m Qy4 2/g° 9/16 -.m: 46/6 s /j6 H4 H5 13 r 19/�s" U.S.Patent U.S.Patent 4,714,372 4,714,372 H1 H2 H2.5 H2.5A H3 19/ie" + Ir VIM I -:m 1Yn N10k1Y�s11� -lYis' 3" mm �f h m ° !HINT)� FOUR O I ° ' m m mom: OUBLE 1 m m I SHEAR m 6Ye' H8 011 HC 15, LEJ m �E IIIIF- 11 (\ �a o H1 0-2 'I 2 SI I - SUanSr,N — 0 m L H5A st6' 0'°o- H9 H10 �I a k U.S.Patent 4,714,372 ,:o' (H10R similar) m yj s121'r 1W' ° m. m } -DF/SP Uplift SPF/HF Uplift �41EONE ' Fasteners Load., Uplift Allowable Loads Allowable Loads Load m . 12iB Modelwith with Code No. Ga Avg Bdx1'/z" 8dx11/z" To :Lateral . Lateral Ref. Rafters/ To To Ult Uplift-: I. (.133/160)':;Nails-= Uplift 133/160) Nails H11Z�1 Truss Plates Studs (133;& ( (133& (133):_(169) .F1.. . Fz. ,160) ..(133) (160) .F, Fz 160) 19 Vis° H1 18 6-8dx11/z 4-8d — 1958 490 585 485 165 455 400 400 415 140 370 �w H2 18 5-8d — 5-8d 1040 335 ;335 _ "335:_ 230 230 — — 230 2,40, o@ �: z 82,140 g o H2.5 18 5 Sd 5 8d — 1300 415 '415 150' 150_ ..415 365 365 130 130 365 < H2.5A 18 5-8d 5-8d — 1793 600 ..600. 1.10 110 480 520 535 110 110 480 160 o. 6 H3 18 4-8d 4-8d — 1433 455 455 125 160 415 320 320 105 140 290 i H4 20 4-8d 4- — 1144 360 360 165 160 360 235 235 140 135 235 y 8d 82,140 H5 18 4 8d 4 Sd — 1485 455 465 115 200 455`: 265 265 100 170 265 H5A 18 3 8d 3 8d — 1500 $50 420 115 180 -:290--' 245 245 100 120 170 160 .MPsoNSU m *�•5. �' m 0•�m H6 16 — 8-8d 8-8d 3983 915: :950 :: 650. 785 820 560 — — 5,41 o H8 18 5 10dx1'/z 5-1 Odx1 Yz 2422 620 745 — — — — — — t N — 530 565 170 H14 5 a�1s°�I H9KT 18 4-SDS'/4x1'/z 5-SDS'/4x11/z 2812 875 875 680 125 — 755 755 680 125 — H10 -18 8-8dx11/z 8-8dx1Yz — 3135 905 . 900 .585 525 780 850 505 450 — 13116° H10R 18 8 Sdx11/z 8 8dx11/z — .3135 905- 990' 585. 525;.:- 780 850 505 450 — 9 0 H10-2 18 6-10d 6-1Od — 2447 76.0:_.:.760.'..455 `'995 - 655 655 390 340 — 6.38 H11Z 18 6-i6dx21/x 6-16dx2Yz — 5097 830 830 525 760 — 715 715 450 655 — 4 3 /6° 112-8dx1Yz 13-8d — 4197 1350 1350 515 265 — 1050 1050 480 245 — 170 la H14 18 0 2Q12 Sdx11/z 15-8d — 4380 1350 1350 515 265 — 1050 1050 480 245 — 73/8, 0 I.Loads have been increased 33%and 60%for earthquake or wind loading 4.When cross-grain bending or cross-grain tension cannot be avoided, with no further increase allowed;reduce where other loads govern. ti 9 mechanical reinforcement to resist such forces should be considered. H14 2.Allowable loads are for one anchor.A minimum rafter thickness of 21/;' 5.Hurricane Ties are shown installed on the outside of the wall for clarity. must be used when framing anchors are installed on each side of the Installation on the inside of the wall is acceptable.For a Continuous Profile joist and on the same side of the plate. Load Path,connections must be on same side of the wall. 3.Allowable uplift load for stud to bottom plate installation is 400 Ibs(H2.5); 6.Southern Pine allowable loads for H14:1465 Ibs(1331160), 390 Ibs(H2.5A);360 Ibs(114)and 310 Ibs(H8). 560 Ibs(F1 Lateral 1331160)and 285 Ibs(Fz Lateral 1331160). LL 136 a/4°�- .MINGANGLES PLATES NEW!The new,larger LTP5 spans subfloor at the top of the ir�s6°►� )� a r ' t , _I blacking or rim joist.The embossments enhance performance and the min/max nailing option allows for design flexibility. The LTP4 Lateral Tie Plate transfers shear forces for top plate-to-rim joist or blocking connections.Nail holes are spaced to prevent wood splitting for single and double top 0 QIh plate applications.May be installed over plywood sheathing. I:. The A35 anchor's exclusive bending slot allows instant, S,B accurate field bends for all two-and three-way ties.Balanced, completely reversible design permits the A35 to secure a e eE�ab mEa , o 0 great variety of connections. Ago A NF 11�2 0`I I' MATERIAL:LTP4/LTP5-20 gauge;all others-18 gauge FINISH:Galvanized.Some products available in stainless P m steel or Z-MAX;see Corrosion-Resistance,page 5. INSTALLATION:•Use all specified fasteners.See General Notes. •A34-Use 8-8dxl1/2"nails. t A35 LTP5 •A35-Use 12-8dxl1/z"nails. { •A35-Use 9-8dx11/2 nails for connection types Al,E,C1. ry y. r 3' •A35-Bend one time only. 4e m •LTP4-Use 12-8dxll/2'nails. a 1 0 trPa m •LTP5-Use 12 Sdx1/z"nails;G Max use 14-8dx1l/z"nails. oI\h o m CODES:See page 10 for Code Listing Key Chart. m .PLATE IINE� r74m Studs to Plate t Sfr A35 Installed g m with B Leg over 1"foamboard Beam to Posts A and B m m; Outside u , tia ( _' 3, '" See note 5. Legs Outside ° LTP4 t N _ Joists to Plate with A Leg Inside _s t r FQ 1 1;, k rx i f . 1❑A34 ;. 'Tu'xw Chimney Framing A Ceiling Joists to Beam Joists to Beams � Tq, Ojos DF/SP.` SPF/HF Model Type of Direction Allowahle Loads Allowable Loads Code G2 Connec- Ref. fpi No, of Load :Floor Root Floor Roof -- lion (100); (125) (1331160): (100) (125) (133/160) F1 345 365 365 295 315 315 " y A34 F2 280 280 280 240 240 240 30 A35a r 0 A35 C Al,E 260•`-320_'° 335. 225 275 290 z rz C1 170 -'170 `..170:,- 145 145 145 A2 260.:` 320 345 225 275 290 3,39, 88,140 C A35 ❑3 C2 260 315 315 225 270 270 U [ t t o D 150 150 150 130 130 130 y z F� 450. 450 450 450 450 450 ❑5 .G :r F2 515' 645 685 450 555 600 a rhv A35F Deleted-see LTP4 and LTP5 G 515: 645 670 - 445 555 595 N LTP4 5J 515 645 7-'670 445 555 595 6 38, Y: H 515 : 645 -:,--_670::._ 445 555 595 97 - - LTP4 attaching G 520 595 595 445 510 510 Top Plates t0 a G Max 610 630 630 525 540 540 LTP4 Installed over Rim Joist LTP5 Ffl o J 520 555 555 445 475 475 160 Plywood Sheathing N H 520 555 555 1 445 475 475 g 1.Allowable loads are for one anchor.When anchors are installed on each side of the joist,the minimum joist thickness is 3". 2.Roof loads are 125%of floor loads unless limited by other criteria. �F1 _J 3.Some illustrations show connections that could cause cross-grain tension or bending of the wood during loading if not reinforced t' t F' © N ':_�• J? zM sufficiently.In this case,mechanical reinforcement should be considered. 4.G and H direction only:LTP4 can be installed over3/a plywood n u F _ LTP5 Installed with 8dx11/2°nails and achieve.72 of the listed load,or over 1/z and 4 over Plywood achieve.64 of the listed load.8d commons will achieve 100%load. ' Sheathing 5.A35 installed over V foamboard has a load of 170 Ibs(100)and 215 Ibs(125)in an F1 direction of load. 6.The LTP5 may be installed over sheathing up to' 'thick with ®A35 140 no reduction in load. CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 May 17, 2011 TOWN OF QUEENSBURY BUILDING DEPARTMENT 742 Bay Road Queensbury,New York 12804 r Clopy Att'n: Building Code Enforcement Officials Re: NORTHEAST SURGICAL SPECIALISTS: FAIRFIELD OFFICE PARK, BAY ROAD, QUEENSBURY,NY. Construction Materials Inspection and Testing Services Greetings, Per the request of Mr. Daniel Valente, Valente Homes, Inc., we are pleased to inform you CONSTRUCTION TECHNOLOGY has been retained to provide the construction materials inspection and testing services required of the referenced project including but not limited to: Soil compaction and portland cement concrete inspection and testing. As such, we would like a moment to introduce our organization. CONSTRUCTION TECHNOLOGY is the construction materials inspection division of Product Development &Technical Services, Inc. Since our 1984 incorporation in New York State, we have been devoted to providing the highest standards of on time field inspection, testing and laboratory support to the construction industry. Our desire is a QC/QA involvement with projects committed to timely completion while satisfying the quality controls and assurances necessary to support today's strict design criteria. All too often materials inspections are viewed as a necessary evil or a requirement to be overlooked. Many times the laboratory brings this attitude on itself because of less than fully qualified personnel, tardy response time or uncompromising attitudes of technicians. Given the opportunity, we are confident we can provide the services that reflect our strong desire to be an asset to the construction process. Our facility and field technical force is supported by state of the art test equipment, including nuclear soil/asphalt density test equipment, automatic soil moisture/density (Proctor) apparatus, temperature/humidity controlled curing environments for concrete specimens, and all other necessary equipment to satisfy the requirements of the American Society for Testing and Materials (ASTM) standards C-1077 and E-329 as they relate to a commercial inspection agency. CONSTRUCTION TECHNOLOGY has submitted to outside auditing by having our personnel, equipment, facility and quality assurance plan evaluated by the Cement and Concrete Reference Laboratory (CCRL) of the National Standards Institute. A copy of the CCRL/NSI audit and finding is available upon request. May 17, 2011 TOWN OF QUEENSBURY BUILDING DEPARTMENT Re: NORTHEAST SURGICAL SPECIALISTS: BAY ROAD, QUEENSBURY,NY. Our staff ranges from consultant Professional Engineers, hydrologists and geologists to field technicians and materials inspectors with technical backgrounds of educational degrees and/or substantiated experience in a construction oriented discipline. Field inspectors also possess a combination of the following certifications: * Certification at various levels (AET-I through SET-IV) by the National Institute for Certification in the Engineering Technologies (NICET). *American Concrete Institute (ACI) Grade I Concrete Inspector. * American Concrete Institute(ACI) Certified Concrete Construction Special Inspector. * Troxler Nuclear Gauge Training Program for Radiation Safety Officers and Field Operators. *NYSDoT Certified Asphalt Density Inspector. * J&L Testing, Inc. Certification Program for Sanitary Landfill Inspectors. * J&L Testing, Inc. Certification Program for Quality Control and Inspection of Geosynthetic Systems for Use in Solid and Hazardous Waste Disposal Facilities. In addition to particular qualifications, field inspectors are familiar with all phases of construction materials testing and inspection including soils, concrete,reinforcement, masonry, structural steel,fireproofing and roof installation. This generally alleviates the need and expense of employing more than one inspector on a particular project. CONSTRUCTION TECHNOLOGY currently has the capabilities to provide inspection and testing services relating to many construction concerns including but not limited to: subsurface drilling and investigation, soils placement and compaction,foundation design recommendations,portland cement concrete, unit masonry, mortars, grouts,bituminous concrete, structural steel and fireproofing, as well as all associated laboratory services. In general, all forms of materials testing and inspection services, as they relate to the construction industry, may be obtained through CONSTRUCTION TECHNOLOGY. We appreciate your interest in our firm and our line of work. We look forward to completing the construction materials inspection, testing and laboratory requirements of the NORTHEAST SURGICAL SPECIALISTS, QUEENSBURY,NY. If there are any questions, or when we may be of assistance,please contact this office immediately. Respectfully, CONSTRUCTION TECHNOLOGY Tom Joslin, S.E.T., (NICET) Manager Technical Services