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2010-008 . ~ - TOWN OF QUEENSBURY 742 Bay Road, Queens bury, NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20100008 Application Number. A20100008 Tax Map No: 523400-308-016-0002-002-003-0000 Permission is hereby granted to: HUDSON HEADWATERS HEALTH NETWORK For property located at: 9 CAREY Rd in the Town of Queensbury, to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: HUDSON HEADWATERS HEALT 1 BROAD ST. PLAZA GLENS FALLS, NY 12804-0000 Commercial Alteration Total Value $140,000.00 $140,000.00 Contractor or Builder's Name / Address Electrical Inspection Agency Plans & Specifications 2010-008 3760 sq ft commercial alteration $451.20 PERMIT FEE PAID - THIS PERMIT EXPIRES: Wednesday, January 12, 2011 (If a longer period is required, an application for an extension must be made to the code Enforcement Officer of the Town of Queensbwy before the expiration date.) Dared at the (O~;:::fit' !l~' January 12,2010 SIGNED BY ~ ",1.'. V '1\ /.,..,.~~ for the Town of Queensbury. Director of Building & Code Enforcement ~2ji~ ~'l(;-2'~' ~3' -. oFFicE i.iSE ONLy.... - -.... -. --...... -.... - - : : TAXMAPNO II> :1-" PERMITNO 2010-0CfJ .: : FEES: PERMIT J{')J - RECREATION /)<J ENGINEERING 1 ;!_, r~.,------~---'-'---4 . ......"................-----------.---.----------................-.- f...... ... .. _ .. . , , . . . . . ,"_._ t~._ ".'~ '.. -r, -I; -i')-- tiiiU i"... 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. APPLlCANTIBUILDER: T:~.c, L.L. C. OWNER:"U~'ON He.~~vI~,.a<:> ADDRESS:\SS'l. 2t. ~J~'Qrrf~Vf"Prl) ADDRESS:~ c.f\~'t ~V"t) PHONE NOS, 51 B.143.Cf3UO PHONE NOS. 1 Col. 0'100 CONTACT PERSON FOR BUILDING & CODES COMPLlANCE1\rft )o\c.LGaf~\(.( PHONE:flt.t1.9~ ~ LOCATION OF PROPERTY: 9 C At.e1 RoM> G.VEE~~aV~\( \J,\{ SUBDIVISION NAME: ~\ll\lf. PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR 0 a: d d Of- Z ~ a: W"-", PROJECT 0 O. 0 '" '" '" -w O' a: ~j:~ j::: a: Of- -If- -I ~ is W -1"- ,,-"- W ~ f- "- . ~Ng I oS2z W 0 -I ~ 0 bt O~ OCW- z <( <( ~'" f-"- o-Io<l SINGLE FAMILY lWO-FAMIL Y MUL TI-F AMIL Y (NO.-> TOWNHOUSE "'7 "7/ ./'J S,W )( ,,;'.., - .e: ... ~ BUSINESS OFFICE 'r?j7 ... .. ,. -,}vv RETAIL- .. MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1. 2, 3) OTHER IF COMMERCIAL OR INDUSTRIAL - NAME OF BUSINESS:UV~~o~ "~t\t)W ~~ ESTIMATED CONSTRUCTION COsr:l.Yo} '0'00 FUEL TYPE: G^s HEAT TYPE? G~s .HOW MANY FIREPLACE(S) "NIt-. AND I OR WOODSTOVES(S):~ ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? .YO IS THIS A HISTORIC SITE? ~" PROPOSED USE OF BUILDING OR ADDITION: OFf,c:.&s ? 1110 f.. I ~ fir, F . 115// 7-0 Town of Queensbury' Community Development Office' 742 Bay Road, Queensbury, ^ ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ~O ARE THERE EASEMENTS ON PROPERTY? ~o 'Please complete a separate Application for "Fuel Buming Appliances & Chimneys" available in our office -_.......-_._-~._--_.-- ---_.-.. .............. .......-....-........................ .....---.. ............. -............ ............. .......................... .............. .................---.... ............. ............. ....- 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 I description of the work proposed, that all work will be performed in accordance with the NY State Builidng 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 II 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. Signe and agree to the ~ve. ~ III -t:M. & L.1..C ----------------------------------------------------.------------------------------------------------------------------ Director of Buildino & Codes: 761-8256 (for questions regarding Building Permits. construction codes or septic systems) Zonino Administrator: 761-8218 (for questions regarding required permits. the permit process, application requirements or to schedule an appointment) DATE r~I#~I~I;I',II-,II---'-'-'--"""---"""; : This application / proposed action described herein is : : found to be in accordance with the zoning Laws of : : the Town of Queensbury : , , , , , , , , , , , , , , , , , , , , : ZONING APPROVAL : . , , , , , , , : DATE : . , ,-,---"",_,__"'I""'---""-"--"'--"'~ "._""""".""-""",,,;;;;;;;-------- . : Permission is hereby granted to the above : Applicant to erect or alter the building described : herein in accordance with said Application: . . , . , . , , , . . , , . , , , . . , . . . , . , . , , , , , . . . -------,----------------------------------;- BUILDING & CODES APPROVAL Office Use Onlv Operating Permit Issued: Occupancy Type: Construction Classification: Assembly Occupancy limit: Special Conditions: Yes No Revised 9/22/09 Town of Queensbury . Community Development Office' 742 Bay Road, Queensbury, NY 12804 J8ta I~- - - FIRE MARSHAL'S OFFICE Town of Queensbunj 742 Bay Road, Queensbury, NY 12804 "Home of Natural Beauty... A Good Place to Live" PLAN REVIEW Hudson Headwaters 2010-08 1/14/2010 I have reviewed the submitted drawings for the above project, and offer the following comments. 1) Provide sprinkler plans prior to installation inc. hydraulic calculations. 2) Truss ID sign age will be required. 3) Provide fire alarm plans prior to installation 4) Fire extinguisher locations to be discussed. 5) Exit signs- change directional arrow as discussed in center aisle. 6) All provisions of Fire Code ofNYS Chapter 14 & Building Code ofNYS Chapter 33 shall be adhered to during construction. arshal Gary K. Stillman 742 Bay Road Queensbury NY 12804 518761 8205 garys@queensbury.net Fire Marshal's Office. Phone: 518-761-8206 . Fax: 518-745-4437 firemarshal@queensbunl.net. www.queensbunl.net (lafeV' is heifer) /-.3 fT,d~ Commercial Final Inspection Redfort" Office No.: (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Road, Queensbury, NY 12804 NAME: ~vr~ t~~t!0 LOCATION: ; ved: - Depart:7;"'C[)J.~ /o._()o~ . :7-rll-/o , , 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" / Treads 11" / Vestibules For Exit doors> 3000 sq. ft. / All Doors 36 in. w/Lever Handles / Panic Hardware, if required V Exits At Grade Or Platform 36 (w) x 44" O)/Canopv or EQuiv. Gas Valve Shut-off Exposed & Regulator (18") Above Grade Floor Bathroom Watertight / Other Floors Okay Relief Valve, Heat Trap I 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/StoragelReceivinglShipping Room (2 hr.), 1 Y2 doors > 10% > 1000 sq. ft. % Hour Corridor Doors & Closers Firewalls / Fire Separation, 2 Hour, 3 Hour Complete / Fire Dampers / Fire Doors Ceiling Fire Stopping, 3,000 sq. ft. Wood Frame Attic Access 30" x 20" x 30" (h), Crawl Space Access 18" x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage / Shaft Sealed Handicapped Bathroom Grab Bars / Sinks / Toilets Handicapped Bath / ParkinS! Lot Si2oaS!e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp I Handrails Continuous/12 in. Beyond [Both sides) ~ Active Listening System and Signage Assembly Space / /) Final Electrical ..... Vv ~ './ 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 V Building Access All Sides by 20' / Driveable Surface 20' wide J Okay To Issue Temp. or Permanent C/O V Okay To Issue C/C ~"- ~,O~ ~' ~ ,~~ ~~~ >-./4>. ~v &- ~~ ~ L:\Building & Codes Forms\Building & Codes\InspectlOn Forms\Commerclal FIllal InspectIon Report.doc 2 : tJ CJ L)~J...e T~ Inspection for Permit to Occu(s'y permitNo.2%- GOy Scheduled Inspection Date: 2 -:;--)0 Time: ~~~~~~n~ame: tj~~.;fW~ ~ Fire Marshal's Office Town of Queensbury 742 Bay Road Queensbury, NY 12804 Request Rec'd Phone: (518)761-8206 Fax: (518) 745-4437 Type of InsDedlon N/A Yes No EXITS: Exit Access o.l Exit Enclosure t\V Exit Discharae l..v AISLES: Main Aisle Width nl{ Secondary Aisle Width oJ- EXIT SIGNAGE Siqn - normal C1L Sign - battery UK- EV AC siqns in rooms - TRUSS ID SIGNAGE rr:v EMERGENCY LIGHTING 1?7r.- FIRE EXTINGUISHER: Hunq nl Inspection of extinquisher rY - FIRE ALARM SYSTEM I"'. - Fan Shutdown r: Fire Sprinkler System (FOCI I!. Fire Suooression - kitchen - Fire Suooression - Gas Islan - Generator - Hood Installation - Elevator - Interior Finishes DL Storaae - Compressed Gas ........ Clearance to Sprinklers t Clearance to Electrical , Electric Wirinq Enclosed /Labeled Combustible Waste I- .., Vehicle Imoact Protection - Knox Box F.D. Sianaae - Utilitv Rooms r No Smokina Sians t Maximum Occupancy Siqn t: L Emerqency Evacuation Plan C 'J.. X Approved (If no other approvals apply, the B & C Offi~ Cl Denied / call for Recheck Inspected By: L:\FireMarshal\FM Forms Masters\permitto occupyform.doc --- COMMENTS ."-' '" --;"'~~";;S""~,~';.~.- ...... .~...~l \ Fr~Shi~"('7'rF I I .o" 1 '. ..,/" 'I' I ~&"L.;. . II'; . I'. ".' ..J.\ " . . I. ~ _-- I _._._...i~. ~~.._.~ L.... _..._ T~~~~i..__.___.._i e Certificate of Occupancy) I ~ 3 /YLo r--d o--y. Rough Plumbing Ilnsu~ation Inspection Report Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Road, Queensbury, NY 12804 NAME: LOCATION: a .. Y:l~a~ PE MIT #: INSPECT ON: ~~-/O TYPE OF STRUCTURE: Rou h Plumbin I Nail Plates Plumb in Vent I Vents in Place 1 % inch minimum Drain Size Washin Machine Drain 2 inch minimum Cleanout eve 100 feet I chan e of direction Pressure Test Drain I Vent Air I Head 5 P.S.I. or 10 ft. above hi hest connection for 15 minutes Pressure Test Water Supply Piping Air I Head 50 P .S.I for 15 minutes Insulation I ~esidential Check I Commercial Check T ek or Similar Exterior Sealant Pro r Vent, Attic Vent Door I Window Sealed No Insulation Duct I Hot Water Piping Insulation If uired unheated aces om . n Air Su for Furnace ct rk led ro ert I No duct ta Y N N/A COMMENTS: o~\O ~?\'Lf Rough Plumbing Insulation Reportrevised Nov 172003, revised February 15, 2005, revised January 7, 2008 ?'-Io Rough Plumbing I Insulation Inspe Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Road, Queensbury, NY 12804 ---x;e~ Ion Rep&'rt ived: ~,: art: ~ :.~ " NAME: HrJckov-- ~e:(~ LOCATION: '1 ( TYPE OF STRUCTURE: 20/0 ~COr. I-.~-./Q Nail Plates Plu' Vents in Place 1 % inch minimum Drain Size . Drain 2 inch minimum Cleanout eve 100 feet I chan e of direction Pressure Test Drain I Vent Air I Head 5 P.S.I. or 10 ft. above hi hest connection for 15 minutes Pressure Test Water Supply Piping Air I Head 50 P .S.I for 15 minutes Insulation I Residential Check I Commercial Check T ek or Similar Exterior Sealant Pro r Vent, Attic Vent Door I Window Sealed No Insulation Duct I Hot Water Piping Insulation If uired unheated aces Combustion Air Su for Furnace Duct work sealed fO ert I No duct ta e _~ "'\"0 ..J t=:c::.v "- \ v~~\F' ~9~~ L-c:>~~ ~'='~ ~~,~ t:>~~. COMMENTS: Rough Plumbing Insulation Reportrevised Noy 172003, revised February 15, 2005, revised January 7, 2008 ?- /0 ~Rtr Framing I Firestopping Inspection Repq Office No. (518) 761--8256 Queensbury Building & Code Enforcement 742 Bay Road, Queensbury, NY 12804 ~~~~fi~5 TYPE OF STRUCTURE: /' '" y \ y [/'N N1A ( Frami~ D~tw\\h~_ ./ I'\me I'\CC8SS 22- x '30- minimum Jack Studs I Headers Bracing I Bridging Joist hangers Jack Posts I 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 I Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 % (w) 16 aauge (8) 160 nails each aide 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 insulat~on in cavity min. Garage Fire Separation House side % inch or 518 inch Type X Garage side 5/8 inch Type X Ceilinalwall Windows Habitable Space I Bedrooms 24 in. (H) 20in.~ 5.7 sf above I below grade 5.0 sf grade /ves~. . n; -q:5Q~ PERMIT #: INSPECT ON: 2o/() -OOt?' 1-/f',./rJ I , COMMENTS: L:\Building & Codes Forms-OlD\8ulIdIng & Codes\lnspectlon FOfJN\Freming Fn.topplng Inspec:;tion Repott.doc Reviled JInutIry 7,2008 Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Road, Queensbury, NY 12804 c lose- TO j G ~ {() - l?-- Rough Plumbing I Insulation Inspection Report (MId: ltr~b part: '217'1> a [D../ __ d ulO ,- OO/~/ I )) '-'//1 tJ I NAME:J J~ S~ ? fl-t) f)&V1IVS i~ 11A NefiLiJ.t!- PERMI LOCATION: Cf C l+r f i ,e.{). INSPECT ON: TYPE OF STRUCTURE: y N N/A - Rouah Plumbing I Nail Plates Plumbina Vent I Vents in Place 1 % inch minimum Drain Size Washina Machine Drain 2 inch minimum Cleanout every 100 feet I change of direction Pressure Test Drain I Vent Air I Head 5 P .S.I. or 10ft. above hiahest connection for 15 minutes Pressure Test Water Supply Piping Air I Head /' I/' 50 P.SJ for 15 minutes ~ Insulation I Residential Check I Commercial Check V Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door I Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If reauired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly I No duct tape ~~Z-' ~\~~ 6?rc~cx. W~ COMMENTS: Rough Plumbing Insulation Reporlrevised Nov 172003, revised February 15, 2005, revised January 7, 2008 c ((J ~e 7 ()\ L-ft-t / 0 ~ ("L- Framing I Firestopping Inspection Report . . J/;)/~tJ rt;~~ ? Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Road, Queensbury, NY 12804 vd 54\ f-lt44 dU14 fr S' /~ (It, lVe NAME: LOCATION: TYPE OF STRUCTURE: /" ~ ~ ./I Y N N1A ~raming ~ h ~~ _() \ nCl-- VW'--r:- ,'1 '>'" Attic Access 22- x 30- minimum I Jack Studs I Headers Bracing I Bridging Joist hangers Jack Posts I Main Beams Exterior sheeting nailed properly 12- a.c. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. . Notches I Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 % (w) 16 aauae (8) 160 naBs 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 insulat~on in cavity min. Garage Fire Separation House side % inch or 518 inch Type X Garage side 5/8 inch Type X Ceilinalwall Windows Habitable Space I Bedrooms 24 in. (H) 20in.~ 5.7 sf above I below grade 5.0 sf grade ~PERM'T #: INSPECT ON: 2o/b-tLJ~ ~/ 11/"0 COMMENT~: 9\\~\ \\"-. L:\Buildlng & Codes FOI'I'JIs-<>lD\Bulld1ng & Codes\lnapection Forma\Framing FireItoppIng Inspedion Report.doc Reviled Januery 7,2008 Foundation Inspection Report Office No. (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Rd., Queensbury, NY 12804 j) a vc-- Date Inspection request received: Arrive: am/~IJ Depart: Inspector's Initials: ~ am/pm NAME: -I!:t.k,"-.- ~<..J~rs PERMIT#: 1010 - 60g LOCATION: 'An; ~ INSPECT ON: ~ i-/C:-jO TYPE OF STRU : - V I \ y ./ N N1A ~Ootings ) ,/ Piers-- Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this Duroose on site. Foundation I Wallpour Reinforcement in 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 oolv for wet areas under slab Backfill Approval Plumbing Under Slab PVC I Cast I Copper Foundation Insulation Interior I Exterior R- Rough Grade 6 inch drop within 10ft. Comme.~ Ilecfevcf J/J Lt.!/IC-/t. It ~rb L:\Bulldlng &. Codes Forms\Building &. Codes\Inspectlon Forms\Foundatlon Inspection Report.doc Last: printed 12/20/20059:24:00 AM P<< vie Foundation Inspection Report Office No. (518) 761-8256 Queensbwy Building & Code Enforcement 742 Bay Rd., Queensbury, NY 12804 Date Ins~tion request received: Arrive: )'')u am/~1 t. Depart: Inspector's Initials:.~ am/pm NAME' -!!!!!t~ Ik~ LOCATION: . . TYPE OF STRUCTURE: PERMIT #: INSPECT ON: , P't$~if= 2o/0-CX1; Comme.~ ~ ( /~ Y N N.1A Footings ) Ji"iers ~ 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 DUfOOse on site. Foundation I Wallpour Reinforcement in 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 DOlv for wet areas under slab Backfill Approval Plumbing Under Slab PVC I Cast I Copper ~ Foundation Insulation Interior I Exterior V R- IO Rough Grade 6 inch drop within 10ft. ole -k f~U" T/""., 6'1~ L:\Bullding & Codes Forms\Building & Codes\Inspection Fonns\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM -2 .'00 tJeJt~ Queensbury Building & Code Enforcement - Residential ~ /' ;,! Office No. (518) 761-8256 Arrive: \/,h~ a Date Inspection request received: _ Inspect~s: NAME: HvcJ.~ -11;:4' ?J;:s LOCATION: I 'J? TYPE OF STRUCTURE: - ~. spection ~: 7-~m~ 20ft) -OO;P - 2 - S-:-~LO Comments: 'i_ No N/A 4" Suildlna Number Address visible from road Chimney Heiaht I"S" Vent/Direct Vent Location Fresh Air Intake / 3 inch Plumbina Vent throuah roof minimum 6 inches // Roof Comol. I Exterior Finish ComOlete "~ Platform at all exterior doors ./ Handrail 4 or more risers - Guards at stairs decks Datios more than 30 inches above arade Guard at stairwell at 34 inches or more Guard at deck, porches 36 inches or more Handrail Termination at Newell Post or Wall InteriorlExterior Railinas 34 inches to 38 inches Deck Bradna I Handicapped RamD ComDliant Grade away from foundation 6 inches with 10 feet . 6 inch clearance to sill plate 1/ Gas Valve shut-off exDoSed I reaulator 18 inches above arade I Interior orivacv I trim I doors I main entrance 36 inches Uv Bathroom I Kitchen watertiaht SafetY alazina I Window in stairwells safetv- alazina Interior Smoke Detectors I Carbon Monoxide Detectors Everylevel: _ Every Bedroom: _ Outside every bedroom ares: _ Inter Connected: BatteN backuo: Attic access 30 inches x 22 inches x 30 inches (haiaht) in accessible area Crawl Soaces 18 inch x 24 Inch access 1 sa. ft.-150 sa. ft. vents Bathroom Fans. if no window Plumbina fixtures Foundation insulation 'Insulation Certification Floor truss, draft stoDDina finished basement 1,000 sa. ft. Emeraencv earess below ~rade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater ooeratina Low water shut-off boiler Relief Valve(s) installed I Heat TraD! Water Temo 110 Enclosed Stairs Sheetrock Underside minimum W Gvosum Basement stairs closed rise> 4 inches Garaae Floor Pitched Garaae fireorooflna I % hour fll'e door I door closer Duct work Seal8d orooerlv / Gas Loa. in Sealed or Glass Enclosure ~ Final Electrical v Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pice Bonding / As Built Seotic System I Sewer DeDt. 'nscection Sticker / Site Plan 'Variance reauired ----- -", / Flood Plain Certification, ifreauired ./' J / Okay to issue C I C or C , 0 r Temoorarv.J1>ermanent ~ V ~ - LD't\.~ ~~ \ ~~f\Ll.\\ir '\bCY~-~ ~ \-\ t\~~~~ L:\Building & Codes Forms\Building & Codes\lnspection Forms\Residential Final Inspection Form_revised_100405.doc; Revised January 7 I 2008; Revised 6126108 evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Hudson Headwaters Health Network CLIENT: RE Jones Associates Architects REPORT NO: E-10-02-1-05-10 CONTRACTOR: TMG CONCRETE SUPPLIER: elF DATE: 1-05-10 LOCATION: Vacant north end building floor SOG JOB NO: ETE-10-02 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Cone. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design out! Remarks Plant Total in + Field 1 6044454 205 10.5 0732 0812 0900 5.0 24/40 1.5 68 1013-12 Set 1 of 6 cyls 4 6044457 205 10.5 1042 1125 1220 7.5 25/42 I.7 64 1013-12 Set 2 of 6 cyls COMPRESSIVE STRENGTH DATA SET LA BORA TORY DATE DATE UNIT WT. AGE COMPRESSIVE NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH (psi) AS RECEIVED 1,2 9307 9313 1-07-10 1-12-10 150.3 150.0 7 3530 3390 9308 9314 1-12-10 149.8 149.3 7 3350 2950 9309 9315 2-02-10 150.5 149.0 28 9310 9316 2-02-10 149.0 148.8 28 9311 9317 149.8 149.5 H 9312 9318 149.5 149.5 H Tested By: JSC Field Results Reported to: Smitty of TMG Transported By: Remarks: Placement under heated building area. Set 1-east end, set 2-west of center Weather: Overcast Specification at 28 Days: 4K Average 28 Day Strength: Average 56 Day Strength: Richard E. Jones Associates Architects - Environmental Planners 339 Aviation Road Queensbury, NY 12804 Phone: (518) 793-1015 Fax: (518) 793-2223 E-mail: info@rejaarchitects.com Letter of Completion February 10, 2010 Town of Queensbury Building Department 742 Bay Road Queensbury, NY 12804 Re: Hudson Headwaters Health Network Office fit-up - 9 Carey Road Building Permit #2010-008 To Whom It May Concern: To the best of my knowledge and belief, the construction of the above referenced project with Building Permit '-2010-008 has been completed per the submitted and approved plans and conforms to the required BuDding Codes of New York State. Should you have any questions with regard to this Letter of Completion do not hesitate to contact me. Sincerely, R~ Richard E. Jones, AI Cc: File TMG, LLC HHHN \ \ Ts-htgl170\shae 1 \01 - Projects\axJ9\09Q9\Regulatay Agency\letter of completion.doc evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway Watervliet, NY 12189 Phone: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERV A TION REPORT PROJECT: Hudson Headwaters Health Network CLIENT: RE Jones Associates Architects REPORT NO: E-10-02-1-05-10 CONTRACTOR: TMG CONCRETE SUPPLIER: elF DATE: 1-05-10 LOCA TION: Vacant north end building floor SOG JOB NO: ETE-10-02 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Cone. Mix No. No. No. No. Yards (in.) Temp Air Temp. Set No. Batched Start Empty Agg. Added: Total Design out! Remarks Plant Total in + Field 1 6044454 205 10.5 0732 0812 0900 5.0 24/40 1.5 68 1013-12 Set 10f 6 cyls 4 6044457 205 10.5 1042 1125 1220 7.5 25/42 1.7 64 1013-12 Set 2 of 6 cyls COMPRESSIVE STRENGTH DATA SET LABORA TORY DATE DATE UNIT wr. AGE COMPRESSIVE NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH (psi) AS RECEIVED 1,2 9307 9313 1-07-10 1-12-10 150.3 150.0 7 3530 3390 9308 9314 1-12-10 149.8 149.3 7 3350 2950 9309 9315 2-02-10 150.5 149.0 28 4280 4370 9310 9316 2-02-10 149.0 148.8 28 4140 4350 9311 9317 149.8 149.5 H 9312 9318 149.5 149.5 H - Tested By: JSC Field Results Reported to: Smitty of TMG Transported By: Remarks: Placement under heated building area. Set 1-east end, set 2-west of center Weather: Overcast Specification at 28 Days: 4K Average 28 Day Strength: 4210/4360 Average 56 Day Strength: --------- --- Commercial Final Inspection Report Office No.: (518) 761-8256 Queensbury Building & Code Enforcement 742 Bay Road, Queensbury, NY 12804 NAME: \"h.)\),t.,~ \-\~A-\F~j, LOCATION: LA e.t~ Qt::> Date Inspection r Arrive: Inspector's InitIa 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" / 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" (l)/Canopy or EQuiv. Gas Valve Shut-off Exposed & Regulator (18") Above Grade Floor Bathroom Watertight / Other Floors Okay Relief Valve, Heat Trap / Water Temp. 110 Degrees Maximum Boiler / Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy / Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room (2 hr.), 1 12 doors > 10% > 1000 sq. ft. % Hour Corridor Doors & Closers Firewalls / Fire Separation, 2 Hour, 3 Hour Complete / Fire Dampers / Fire Doors Ceiling Fire Stopping, 3,000 sq. ft. Wood Frame Attic Access 30" x 20" x 30" (h), Crawl Space Access 18" x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage / Shaft Sealed Handicapped Bathroom Grab Bars / Sinks / Toilets Handicapped Bath / Parkine Lot Sienaee Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" / Handicapped Ramp / Handrails Continuous/12 in. Beyond (Both sides] I Active Listening System and Signage Assembly Space / Final Electrical V 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 1/ Water Fountain or Cooler j Building Access All Sides bv ')(\' Ie Surface 20' wide / Okay To Issue Temp..Jl'I'1iermanent C/O ') J Okay To Issue C/C ( L:\Building & Codes Forms\Building & Codes\Inspection Forms\Commercial Final Inspection Report.doc COMMONWEALTH ELEC Main Office 176 DoeT~C:O~dIN~PE;!ION SERVICE, INC. MUNICIPAL CERTIFICATE - ELE~;'i';~tt1~PROVAL Pennit No........................................Cert. N~ . 10067 Cut-in Card No Owner.....Ih:!..O'5.?l (j /I.. e-1112lt.i 4~#1. ..................................... 9 {'11..... .......... ............. ........~...........................$.". ~c..TH- L . ~ ""Y AZ ..................................................... t ~ ........ oca IOn ..................................~.. .................'12....:... ....................... a...~~ Ulu~ ~~~nn Or..Zr!.Qi}l.~r;i(gt~,~..................:.::. d" N' ~~ F/l-u;- tEQ~ P ~J~........................................... .............................~....................................................................................................... ..............................................................................~..................................~.~~..~::.:::::::::::::::::::::::..:::..................:....:................... Installed BY.....2..:...r.1J...$..:..K..tI.:f..u...&:./!............................ . ..' The conditions following governed the issuance of this certificate, and any certificate previously Issued IS cancelled: - . . t and installation conditions as of date. Upon the This certificate only covers the electncal eqUlpmenl" t' n shall be promptly made for inspection. introduction of additional eqUIpment or alterathlOns, apr Ica I; making inspections at any time, and if its lns ectors of this Company shall have t e pnvl ege 0 .~ rules ar~ violated, the Company shall have the right to r~vok~hIS rt Icate. .............................. 2-- -( b .-/0 INSPECTOR .......~.~... ..................................... Date.................................................. Member N.F.P.A., I.A.E.I. 2010 -(X::fB' COMcheck Software Version 3.6.1 Envelope Compliance Certificate 2007 New York Energy Conservation Construction Code Section 1: Project Information Project Type: Addition Project Title: HHHN Office Building Construction Site: 9 Carey Road Queensbury, NY 12804 Owner/Agent: George Purdue Hudson Headwaters Health Network PO Box 357 9 Carey Road Glens Falls, NY 12801 761-0300 x 114 Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Vertical Glazing I Wall Area Pet.: Warren, New York 15 7635 366 15% Building Type Office Floor Area 5358 Section 3: Requirements Checklist Designer/Contractor: Richard Jones Richard E. Jones Associates Architects 339 Aviation Road Queensbury, NY 12804 793-1015 Climate-Specific Requirements: Envelope PASSES Design 22'Yo better than code. Component Name/Description Gross Area or Perimeter 5358 2592 Roof 1: All-Wood JoistlRafterlTruss Exterior Wall 1 : Wood Frame, Any Spacing Cavity R-Yalue 38.0 19.0 Cont. R-Yalue 0.0 0.0 Proposed U-Factor 0.028 0.068 Budget U-Factor 0.051 0.074 o 7 Cargo doors and loading dock doors are weather sealed. o 8. 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. o 9. Vapor retarder installed. 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 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.6.1 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of hislher knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. ..-:1' ....., . /J ./~ i/ I ,(/ .'l- j,' ~t{jJITt'f.1" . {t(./ tr . /17fL,/ / Signature I / l ;' 'j;:'I (.,/,) JI} J.~t:J Name - Title 1/'71/t/ Dati I \./ Project Title: HHHN Office Building .Report date: 01/08/10 Data filename: \\Ts-htgI170\share1 \01 - Projects\2006\0622\Regulatoty Agency\Building Department\NYS Energy Compliance Statement.cck office infill.cck 2.cck Page 2 of 9 COMcheck Software Version 3.6.1 Interior Lighting and Power Compliance Certificate 2007 New York Energy Conservation Construction Code Section 1: Project Information Project Type: Addition Project Title: HHHN Office Building Construction Site: 9 Carey Road Queensbury, NY 12804 Owner/Agent: George Purdue Hudson Headwaters Health Network PO Box 357 9 Carey Road Glens Falls, NY 12801 761-0300 x 114 Designer/Contractor: Richard Jones Richard E. Jones Associates Architects 339 Aviation Road Queensbury, NY 12804 793-1015 Section 2: General Information Building Use Description by: Building TYDe Office Floor Area 5358 Section 3: Requirements Checklist Interior Lighting: o 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 5358 4746 YES o 2. Exit signs 5 Watts or less per sign. Exterior Lighting: o 3. Efficacy greater than 45 lumenslW. Exceptions: Specialized lighting highlighting features of historic bUildings; signage; safety or security lighting; low-voltage landscape lighting. Controls, Switching, and Wiring: o 4. Independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. o 5. Master switch at entry to hotel/motel guest room. o 6. Individual dwelling units separately metered. o 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor, storeroom, restroom, public lobby or guest room; Areas that use less than 0.6 Watts/sq.ft. o 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: Project Title: HHHN Office Building Report date: 01/08110 Data filename: \\Ts-htgl17O\share1\01 - Projects\2006\0622\Regulatoty Agency\Building DepartmentlNYS Energy Compliance Statement.cck office infill.cck 2.cck Page 3 of 9 Areas with only one luminaire, corridors, storerooms, restrooms, or public lobbies. D 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. D 10. Tandem wired one-lamp and three-lamp ballasted luminaires (No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts; Luminaires on emergency circuits or with no available pair. D 11. Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: 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 2007 New York Energy Conservation Construction Code requirements inCOMcheck Version 3.6.1 and to comply with the mandatory requirements in the Requirements Checklist. 1 tt("jJ~t-l-yJ ,1."I.-Jf.4 A ,J;'''''JPT ~ame _ Title v I ' ?~ / -( t(1.e~/ c:; ~ Signature / / (/ / /7/' V Date / / Project Title: HHHN Office Building Report date: 01/08110 Data filename: \\Ts-htgl17O\share1\01 - Projects\2006\0622\Regulatoty Agency\Building DepartmentlNYS Energy Compliance Statement.cck office infill.cek 2.eek Page 4 of 9 COMcheck Software Version 3.6.1 Interior Lighting Application Worksheet 2007 New York Energy Conservation Construction Code Section 1: Allowed Lighting Power Calculation A BCD Floor Area Allowed Allowed Watts Watts / ft2 5358 1 5358 Total Allowed Watts = 5358 Office Section 2: Proposed Lighting Power Calculation A Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast BCD E Lamps/ # of Fixture (C X D) Linear Fluorescent 1: C: 2x4 parabolic lay in / 48" T8 32W / Electronic Linear Fluorescent 2: B: 2x2 parabolic lay in /24" T8U 32W / Electronic Linear Fluorescent 3: D: 1x4 surface /48" T8 32W I Electronic Linear Fluorescent 4: A: 8' cable hung I 48" T8 32W / Electronic 3 13 96 1248 2 5 34 170 2 6 64 384 4 23 128 2944 Total Proposed Watts = 4746 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 5358 Total Proposed Watts = 4746 Project Compliance = 612 Interior Lighting PASSES DeSign 11 % better than code. Project Title: HHHN Office Building Report date: 01/08110 Data filename: \\Ts-htgI170\share1\01 - Projects\2006\0622\Regulatoty Agency\Building Department\NYS Energy Compliance Statement.cck office infill.cck 2.cck Page 5 of 9 COMcheck Software Version 3.6.1 Mechanical Compliance Certificate 2007 New York Energy Conservation Construction Code Section 1: Project Information Project Type: Addition Project Title: HHHN Office Building Construction Site: 9 Carey Road Queensbury, NY 12804 Owner/Agent: George Purdue Hudson Headwaters Health Network PO Box 357 9 Carey Road Glens Falls, NY 12801 761-0300 x 114 Designer/Contractor: Richard Jones Richard E. Jones Associates Architects 339 Aviation Road Queensbury, NY 12804 793-1015 Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Warren, New York 15 7635 366 Section 3: Mechanical Systems List Quantity System Type & DescriDtion 2 HVAC System 1: Rooftop Packaged Heat Pump, Heat Capacity 120 kBtu/h Cool Capacity 113 kBtu/h, Air-Cooled Condenser / Single Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : o 1. Equipment minimum efficiency: Heat Pump: 3.2 COP 10.1 EER o 2. Heat pump thermostat required when supplemental electric resistance heat is installed o 3. Integrated air economizer required Generic Requirements: Must be met by all systems to which the requirement is applicable: o 1. Load calculations per 2001 ASHRAE Fundamentals o 2. Plant equipment and system capacity no greater than needed to meet loads - Exception: Standby equipment automatically off when primary system is operating - Exception: Multiple units controlled to sequence operation as a function of load o 3. Minimum one temperature control device per system o 4. Minimum one humidity control device per installed humidification/dehumidification system o 5. Automatic Controls: Setback to 55 degrees F (heat) and 85 degrees F (cool); 7-day clock, 2-hour occupant override, 10-hour backup - Exception: Continuously operating zones - Exception: 2 kW demand or less, submit calculations o 6. Automatic shut-off dampers on exhaust systems and supply systems with airflow >3,000 cfm o 7. Outside-air source for ventilation; system capable of reducing OSA to required minimum o 8. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly - Exception: Ducts located within equipment Project Title: HHHN Office Building Report date: 01/08110 Data filename: IITs-htgl170lshare1 \01 - Projects\2006\0622\Regulatoty Agency\Building DepartmentlNYS Energy Compliance Statement.cck office infill.cck 2.cck Page 6 of 9 - Exception: Ducts with interior and exterior temperature difference not exceeding 15 degrees F. o 9. Ducts sealed -longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181B tapes and mastics Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches ..v.g. pressure classification o 10. Mechanical fasteners and sealants used to connect ducts and air distribution equipment o 11. Operation and maintenance manual provided to building owner o 12. Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State o 13. Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement 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 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.6.1 and to comply with the mandatory requirements in the Requirements Checklist. -, / "// .{/i C {J!.. ~/ ( . l2kz./ Signature '/ iF (/7 )10 Date I Project Title: HHHN Office Building Report date: 01/08110 Data filename: \\Ts-htgl170\share1\01 - Projects\2006\0622\Regulatoty Agency\Building Department\NYS Energy Compliance Statement.cck office infill.cck 2.cck . Page 7 of 9 COM check Software Version 3.6.1 Mechanical Requirements Description 2007 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 : 1. The specified heating and/or cooling equipment is covered by the 2007 New York Energy Conservation Construction Code and must meet the following minimum efficiency: Heat Pump: 3.2 COP 10.1 EER 2. Heat pumps having supplementary electric resistance heat must have controls that, except during defrost, prevent supplementary heat operation when the heat pump can meet the heating load. 3. An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected climate. An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. 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 in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. - Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria: a) capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during cooling, b) capable of automatically selting 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. Outdoor-air supply systems with design airflow rates >3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 7. 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. 8. Air ducts must be insulated to the following levels: a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a minimum of R-5. Unconditioned spaces include attics, crawl spaces, unheated basements, and unheated garages. b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building. c) When ducts are located within exterior components (e.g., floors or roofs), minimum R-8 insulation is required only between the duct and the building exterior. Exception: Duct insulation is not required on ducts located within equipment. Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. 9. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181AorUL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification. 10. 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. 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 Project Title: HHHN Office Building Report date: 01/08110 Data filename: \\Ts-htgl170\share1\01 - Projects\2006\0622\Regulatoty Agency\Building Department\NYS Energy Compliance Statement.cck office infilLcck 2.cck Page 8 of 9 control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field-detennined set points must be pennanently 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. Each supply air outlet or diffuser and each zone tenninal 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. 13. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exception: Gravity (non-motorized) dampers are acceptable in buildings less than three stories in height above grade. - Exception: Ventilation systems serving unconditioned spaces. Project Title: HHHN Office Building Report date: 01/08110 Data filename: \\Ts-htgl17O\share1\01 - Projects\2006\0622\Regulatoty Agency\Building Department\NYS Energy Compliance Statement.cck office infill.cck 2.cck Page 9 of 9 20/0-CD~ Richard E. Jones Associates Architects - Environmental Planners 339 Aviation Road Queensbury, NY 12804 Telephone (518) 793-1015 Fax (518)793-2223 E-mail: richardjones@rejaarchitects.com Memo To: Dave Hatin, Town of Queensbury Date: 01/08/2010 Re: Hudson Headwaters Health Network Office Building (Building Permit for Office Fit-up) ADDENDA ITEMS: 1. Attic Access Door: · Drawing A-2 Reflected Ceiling Plan; Note 2 for attic access doors; Change size to read 22" x3Q". 2. A reviewed and approved copy of the following shop drawing will be provided to the Town of Queensbury Building Department for their file: · Fire sprinkler layout drawings including hydraulic design calculations. 3. Drawing ME-1 HVAC Plan, Existing RoofTop Unit Ventilation Design Requirements; · Air capacity for the two existing RTU's is a nominal 2,900 cfm each. · The existing RTU's each have integrated economizers that are capable of introducing 100% outside air and will maintain the minimum airflow as required by the Mechanical Code of NYS into the building during the occupied period providing a design ventilation rate for full occupancy. The outside air damper for each RTU would not close beyond the minimums as defined below. · The outside air damper on the economizer would be set at 14% as a minimum and supply no less than 400cfm for each unit. 4. Door 1-10 from Open Office 113 to Open Office 114: · Drawing A-2 Reflected Ceiling Plan; Delete exit sign above door 1-10. · Drawing A-3 Door Schedule; Change hardware group for Door 1-10 to #2. · Drawing A-3; Add Hardware Group #2 as follows: 1 Y:z pair hinges 1 communicating lockset with lever handle on Room 114 side & blank plate on Room 113 side 1 floor stop · Drawing ME-l Lighting Plan; Delete exit sign above door 1-10 and change exit sign on north wall of Opened Office # 113 to a single exit direction indication pointing to door 1-18 at rear of building. \\Ts-htgI170\share1\01 - Projects\2009\0909l8uilding Pennit Memo 10-01-08.doc