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2008-290
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 4z Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20080290 Date Issued: Wednesday, April 08, 2009 This is to certify that work requested to be done as shown by Permit Number P20080290 has been completed. Location: 625 BAY Rd Tax Map Number. 523400-296-007-000 1-010-000-0000 Owner. JEFFREY & BETH HOWARD Applicant: JEFFREY & BETH HOWARD This structure maybe occupied as a: Commercial Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the d;� E property owner of the responsibility for compliance with Site Plan, tJ Variance, or other issues and conditions as a result of approvals by the Director of Building& �. of ement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080290 Application Number. A20080290 Tax Map No: 523400-296-007-0001-010-000-0000 Permission is hereby granted to: JEFFREY &BETH HOWARD For property located at: 625 BAY 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: JEFFREY&BETH HOWARD Commercial Addition $45,000.00 625 BAY Rd QUEENSBURY, NY 12804-0000 Total vale $45,000.00 Contractor or Builders Name/Address Electrical Inspection Agency Plans &Specifications 2008-290 900 SQ FT COMMERCIAL ADDITION $126.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,August 20, 2009 (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 Town of Qu nsbury; edn esday,August 20, 2008 SIGNED B for the Town of Queensbury. Director of Building&Code Enforcement OFFICE USE ONLY �- 'r TAX MAP N / PERMIT NO. �2 II3 FEES: PERMIT___ RECREATION ENGINEERING (If applicable) 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:yi �� � Gt) OWNER: J`E t LSE i youm.�r.;'/ ADDRESS: o?s .80-a /ay, r! nyADDRESS: o� d�Y1IQi►�irt�s Dr• grueLkxr�-,NX 1283 / PHONE NOS.V`J!8-l��d-a?3 9a PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: "t'T IC PHONE: 5�9-7?,Z-239 LOCATION OF PROPERTY: (v /U SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR ZO 0 p a U w PROJECT F O � O J O = _ W J U. u- u- W Q B- Q Z Q Q "LCl z CY � !- OH 0wZ CO N cn O u- I- u- n- 106 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE ✓ �001 0 RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER i IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: Mir61)do c.k /�ic�iana,/ --&SUKa4 cue ESTIMATED CONSTRUCTION COST: DOO FUEL TYPE:& Szs fi nr, /UG&`. r=a s HEAT TYPE: Cj&S *HOW MANY FIREPLACE(S): D AND/OR WOODSTOVES(S): 0 ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? A)0 IS THIS A HISTORIC SITE?410 PROPOSED USE OF BUILDING OR ADDITION: ?,-,,fiss i6jn&-/ 003f *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 "'` Town of Queensbury ■ Community Development Office - 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ,eo ARE THERE EASEMENTS ON PROPERTY? A O 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 agree to the above. 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 herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: 11 , , 1 0 01,, , 0 0 0 BUILDIN CODES APPROVAL ZONING APPROVAL 11 1 0 DAT - DATE , 's...................................................: ------._..._._._.___________________________________� QUESTIONS? CALL 761-8256 OR EMAIL codes OmaueensburY,net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION Operating Permit Issued: Yes No www.aueensbury.net Occupancy Type: Construction Classification: a 1� Assembly Occupancy Limit: f" Special Conditions: iq:=c Town of Queensburyj - Community Development Office 742 Bay Road, Queensburyy, NY 12804 Of -2 70 ----------------------------------- PROJECT NAME: OFFICE USE ONLY STAFF INITIALS.- DATE: ; BUILDING PERMIT SUBMISSION , CHECKLIST FOR: MULTIPLE DWELLING or COMMERCIAL PROJECTS ! 1. Building Permit Application Completed? YES NO N /A EnergyLForm or CheckMate Energy Code Com liance _ ..........._ -._-___ 2. 9Y p � ✓ Forms Complete? (2-copies) 1 3 Energy Code Inspector's Report from Checkmate Program? (2-copies) Septic application completely filled out? 4. (if applicable) i 5. Electrical Inspection Form complete? 6. ' Two (2) sets of the plans each of the following- YES j NO N /A ------------ a. Floor plans (s)? b. Foundation plan? i __..........._-L_...__......._._____.� c. Cross sections (s)? d. Elevations? ✓' e. Design loads including floor, snow load, and wind load? ✓ _-T-.__._.__._..__ f. Seismic design (required after January 2003)? ►� .--- ----_._. g. Plans signed and sealed by registered architect or engineer? f j h. Window and door schedule? Two (2) site plans showing location of the structure to be I ' built, location of well or water lines, location of septic 7' system or sewer line with all setbacks and separation distances shown, and all improvements to the rop_erty? _ 8. ' Solid Fuel Burning or Gas Appliance Form (if applicable)? ✓ ......------ 9. Driveway Permit I i Town of Queensbury - Community Development Office - 742 Bay Road, Qfeensbury, NY 12804 ---------------------------------- OFFICE USE L-49LY PROJECT NAME: STAFF INITIALS: BUILDING PERMIT SUBMISSION DATE: CHECKLIST FOR: I---------------------------------I-! SINGLE FAMILY DWELLING . .............-............................................................................................................. ..................................................................................................... ................................ ..................................... 1 1 Building Permit Application Completed? YES NO N /A ........................... ............ 2. I Energy Form or CheckMate Energy Code Compliance 1, Forms Complete? (2-copies) .............. ........................ ................................... ............... ............................. .............................. ------------------ ---------------------- ..........1 3 Energy Code Inspector's Report from Checkmate Program? (2-copies) ----------- ................ ...................... ............................. .................. 1 Septic application completely filled out? ...............(if applicable) ....... ......... ..................................... ....................................... 5. j Electrical Inspection Form complete? ---------------------- -------------- 6. Two (2) sets of the plans each of the following: YES NO N /A a. Floor plans (s)? .......................................................... .......... ................ .....................................------ b. Foundation plan? ........... ---------------------------- ----------------------- c. Cross sections (s)? ............ ---------------------------------------------- ......................... ........................... ............... ................t-,-.- ............ r d. Elevations? e. Window and door schedule? ................................. ................................... ..........f. Natural Light, Ventilation and Emergency Egress I Requirements? g. Plans signed and sealed by registered architect or engineer? ----------- Two (2) site plans showing location of the structure to be 7. built, location of well or water lines, location of septic system or sewer line? ------------- ....... .................................................. ........... ............. 8. Setbacks from property lines to new structure? ------------Setbacks to neighboring wells and septic systems, 8. including onsite- well and septic systems (if applicable)? .................................................................................................................................................................................. 9. 1 Driveway Permit? ......................L Town of Queensbury - Community Development Office • 742 Bay Road, Queensbury, NY 12804 B 12-LTR 11-05 Job Site Address: (o2a ZAY R O A 2) Date: Owner: Ajj1AhND,4CK RE'G-ionvAG A e#0$Plication No. File No. P�gN aG_ 02.®2. WINDOW SCHEDULE g p f?pem etficatdns i i . ...,. .r. ., . .. _. �. Window y Window Mfg. Window Unit or hough ;Rough SQ FT: -;, SQ;FT SQ FT: Clear Clear. Special Hardware or Number or Name Model Stock Opening Qpenat�g„ G1assNtsib dent Egress/Clear e 11:11 Opening , Opgning Height Instructions Letter on Or Type Number €iaight;;, e Openingtdth In' In Inches :- Plan Call Size .• .Lr hk 'Inches g A AND ZS�N 4WNtNe, AN,�►1 /=9 31 lf, 7W30 3=28 4 4A 945- S2G� •!i 23 33 � 22� �[ 55� ANZ SON �-J�. -rw.a,4& 3L28 4°B� i0.31 S.'13 - ; 7 -� '�P, � 2-4Y� G� G7N 3D/ D �1 aG'S©N IDH �wso3i0 3�2� S�'D l/,39 4.79 4,�,/, 33i 20 �r E N Svsv �' TV��42 3�2� 4'48 9.4.5 S;2b 5,23 .33�,� 22� THIS LINE HAS EXAMPLES OF SAMPLE ENTRIES A` Andersen" �Tairaline 3062 3'2`1/3 lz'S.' " ' 1`3.3Q 8:36 6 I 2AJ�135 =. Tempered Double , _ Glazing` Hun L:\SueHemingway\Building.Permit.FORMS\Window Schedule.doc a Communitjl Development Office Town of Queensbury • 742 Bay Road • Queensbury, New York •12804 ' Alarihtn Ryba,Executive Director• David Hatin, Director of Building &Codes Cram,Brown,Zoning Administrator BUILDING PERMIT CALCULATION SHEET: i4�/Rt>nt�.���G REGlanr,4L /N54R.�NCE •4�E/vcY NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS AREA OF ROOM IN ACTUAL LIGHT REQUIRED ACTUAL SQUARE FOOT HABITABLE ROOM SQUARE FEET SQUARE FOOTAGE VENTILATION-4% VENTILATION OPENING FOR REMARKS _ OF ROOM AREA SQUARE FOOTAGE EGRESS X;a7,rs Orr 14-r. .301/.tea' C7,4 J 7,0 �l / 6-a 9 44' /S/78 6-1 ' QUESTIONS? CALL 761-8256 OR EMAIL codes gueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.guensbury.net 1w Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins ection equ t c i d: Queensbury Building&Code Enforcement Arrive: a Depart: a pm 742 Bay Road,Queensbury,NY 12804 Inspectors Imtia NAME: _ \ PERMIT LOCATION: , Fri C� 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./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 w x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Re lator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s . ft. 3/a Hour Corridor Doors&Closers Firewalls I Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si is e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuousl12 in.Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspectio re a ce' Queensbury Building&Code Enforcement Arrive: r Depart: ,�aopm 742 Bay Road,Queensbury,N� 12804 Inspectors Imti s: ) . , ) NAME: Lf PERMIT MIT z _ C/ LOCATION: z { 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 InLrH,, ' rior Ballisters 4 in. Spacing Platform/Decks drai134 in.—38 in. to Risers 7"/Treads 11" Vestibules For Exit doors-5 3000 s . ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum "'�- �l�c7� \,� CEO Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), I '/z doors > 10%> 1000 s . ft. '/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Asse ly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C LABuilding&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occupy Fire Marshal's Olrlce Request Rec'd Permit No. Town of Queensbury U 742 Bay Road r Queensbury,NY 12804 Scheduled Inspection Date: d Time: Phone: (518)761-8206 Business Name: PO n• '1� )n N4 L, Fax: (518)745-4437 Location: S Type of A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE x -battery V " EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE MINGUISHER: Hun Inspection of extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire§ptkler System Fire Suppression-kitchen Fire S ession-Gas Islan s 'trr a ` Generator Hood Installation Elevator f Interior Finishes Story e �: Compressed Gas -- Clearance to Spriniders Clearance to Electrical Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Irrvact Protection Knox Box F.D.Sign age-Utility Rooms No Smoking Signs Maximum occupancy Si Emeruency Evacuation Plan O� APPfOVed (If no other approvals apply,the B&C Office will iss a Ce cat e f Occupancy) u Denied /call for Recheck Inspected Br. L:\HreMarshai\New Folder\permitto occupyform.doc Rough Plumbing / Insulation Inspection Re!4o Office No. (518) 761-8256 Date Inspecti r re I/Queensbury Building &Code Enforcement Arrive: - art: 742 Bay Road, Queensbury, NY 12804 Inspector's Iniha s: f NAME: PER LOCATION: 1 INSPECT ON: U TYPE OF STRUCTURE: M -<�)n Y N N/A 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 highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head r 15 minutes esidential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent McrtWindow Sealed No I Water Pipin sulatiouired unheated s aces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins tion requ PeC Queensbury Building &Code Enforcement Arrive-7;icrt p a art: Z: &-r9 requ art 742 Bay Road, Queensbury, NY 12804 Inspector's Initial Al'�-' 4c:;z 4, NAME: PERMIT #: l LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NIA Rough Plumbing I 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 highest connection for 15 minutes Pressure Test Water Supply Piping "ea� le' 50 P.S.1 fo 15 minutes Insulation,Tf�e—sidential Check/Commercial Check Jyvok,6r Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection eport Office No. (518)761-8256 Date Ins n req i Queensbury Building &Code Enforcement Arrive: � a part: �� 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: l.. Cz- ERMIT#: LOCATION: INSPECT ON: TYPE _F STRUCTURE: Framing Y I NIA COMMENTS: ss 22" x 30" minimum Jack Studs/Headers Bracing/Bridging _ Joist hangers Jack Posts/Main Beams J 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 nags 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 separation 1, 2, 3 hour Fire wail 2, 3, 4 hour FlrestoppiT i►J�t t�� � '�. e fta� vJ�Ll._ej 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 CeilingANall Windows Habitable Space/B6WPms 24 in. (H) ✓� 20 in. (" 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-01-Muilding&CodesNinsped'an FwrnsTrarning Firestopping Inspection ReporLdoc Revised January 7,2008 9'- 1/ 7c, c8411c Inspection for Permit to upy Fire Marshcd's Office Request Rec'd Permit No.� ^� Town of Queensbury 742 Bay Road U,, j Jj� � Queensbury,NY 12804 Scheduled Inspection Date: Time: Phone: (518)761-8206 Business Name: Fax: (518) 745-4437 Location: T of H jA Yes No EXITS: �;Access a COMMENTS Exit Discharge p� AISLES: 7� 3 � 2 Main Aisle Width /�j� Secondary Aisle Width EXIT SIGNAGE Si -normal a Sign-batter ���,�� EVAC signs in rooms -+--- TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: ` 1 Hun but I��•� ��lot— Inspection of extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System 'w Fire Suppression-kitchen It ( �U 1 i(14n, Fire Suppression-Gas Islan Generator Hood Installation Elevator �.- Interior Finishes Storacie Compressed Gas -c ' Clearance to S rinklers ij\,�` ,� �fIN Y" Clearance to Electrical �. Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.Si na e-Utility Rooms ..� No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan 0 ,Approved (If no other approvals apply,the B&C Office will iss, the ertifi to f Occupancy) Denied /call for Recheck Inspected By: L:\HreMarshal\New Folder\permitto occupyform.doc Framing / Firestopping Inspection Report Office No. (518)761-8256 DaMa tX 1(d, Queensbury Building &Code Enforcement Arr742 Bay Road, Queensbury, NY 12804 Insl NAME: P MIT#: LOCATION. 5 INSPECT ON: TYPE OF STRUCTURE: F Y N A COMMENTS: raming Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers / Jack Posts/Main Beams f Exterior sheeting nailed properly 12"O.C. � ��� Headroom 6 ft. 8 in. e�� �� Stairwells 36 in. or more �� �0 M� Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/a w 16 gauge 8 16D nails each side �� � O L' c Draft stopping 1,000 sq. ft. floor trusses �•3 Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hoar 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 Ceilin fwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. eM 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-OLDftilding&CodesUnspection FomtisTraming Firestopping Inspection ReporLdoc Revised January 7,2008 Framing / Firestopping Inspection Report , Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: hftam/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials'd A NAME: PERMIT#: LOCATION: a INSPECT ON: TYPE OF STRUCTURE: `i Framing Y N N/A COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing f 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 'Anchdr 6 . less on center Ice and water shi 24 inches from wall m-sepanv n 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 Ceilin fwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (M 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-01-Muilding&CodesUnspection FormsTraming Firestopping Inspection ReporLdoc Revised January 7,2008 MIDDLE DEPARTMENT INSPECTION AGENCY, INC. 6, ,*,that the electrical wiring to the electrical equipment listed below has been examined and is approved as _ being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. (9 g -a 0/6 Owner: Scott Ellis Date: 04/30/2008 Occupant: Unknown Location: 625 Bay Rd. Y� Single Family Dwg. Occupancy: Queensbury, Warren Co. NY P F Applicant: Reliable Electric 625 Bay Rd. Queensbury,NY 1280 LP Raymond A. NovakNo. w w. g_ - - - - Equipment: r 200-Amp. Service Equipment 4/0 gav This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. This certificate applies only to the use,occupancy and above and the installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon a change in the use,occupancy or ownership inspection. No warranty is expressed or implied as to the mechanical safety, effi- of the property indicated above,this certificate shall be immediately null and void. ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions, be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department system to which this certificate applies be altered in any way,including but not limit- Inspection Agency, Inc. An application for inspection must be submitted to Middle ed to,the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc. to initiate the inspection and revalidation any of the components installed as of the above noted date,this certificate shall be process. A fee will be charged for this service. FIRE MARSHAL'S OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804 " Home of Natural Beauty ... A Good Place to Line " PLAN REVIEW 2008 290 Jeff Howard 625 Bay Road 7/22/2008 I have reviewed the submitted plans for the above project, and offer the following comments: 1) Truss ID signage to be in compliance with and located as per the requirements of NYS (see attached) 2) Provide details for fire alarm system and monitoring information. 3) Add combo pak to first floor exit 4) Add emergency light at top of basement stairs 5) Any storage in the basement may require fire separation from floor one 6) Fire extinguisher locations to be discussed ,fV4 ----s a Fire Marshal Michael J Palmer 742 Bay Road Queensbury NY 12804 518 761 8206 firemarshal@queensbury.net Fi r e M a r s h a l 's Off f i c e • P h o n e: 518-761-8206 • F a x: 518-745-4437 ftreriiarslial@queensbury.riet • u>ww.queensbury.net TH/-S �r4-,?Y' icHT o,,= .LC's5 7'?f.+41v /! 7 /✓>/�Y ?JG-�StG/q�p / N /a G�'�6Z��}/f LC kSIITN oN 1/�h/T/D/J. L �-IGH T FfZ�F/Y16 L�ivss-TI?I,�c7-yon! CT3cri�nihrG ��� ChFs��`T�t2 � �� �!-��/SS Es S E� TRuss T�I?.q V►�i��GS :5, IJ ?14 G G G-.r 2 _ SPft N 73e TWA 5�5 H S i9Pl'D/T TS - /4, -7916 > JOI-ST O,�jT> 6N JO-57-- (/. 333) PsF) C f4. 74/,�6- �) - l G 7-/4 1- T H IGS N—kE S C ��) - FDd2 i�oM�,�/A �. 1ST SR�r•! TIf,5-rN r-DRE xOM1AvAL z,,[ cKn145�> Z sPF �SAED AqC Vi/C-s T �i'N V�IOC�p PK6>- I"C- 6�5 ��ER jet. � Q ;f p - A-SSbc-IA-r1oAl [ 1r IW PA) Ft.06d{ c)O15 i * - M '�' S0�/-f-IY �'�►;8�--�_-CSb'�_ l-I`I� l..oft� /1>"�vi.=..�� l.,o.�.a� � _ ti 0,1 008010 TF TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 518-761-8201 June 19, 2008 Jeff Howard Adirondack Regional Insurance Agency 625 Bay Road Queensbury, NY 12804 Dear Jeff: The following items need to be addressed on your plans before a building permit can be issued f6r your second floor addition to your office. OA note needs to be added to the plans that all doors will have lever handles. The stairs on the plan show a seven and one sixteenth inch rise. The Code requirement is maximum seven inch rise. As these are not Code compliant by the dimensions shown on the plans, you will need to adjust the stairs accordingly to show a maximum seven inch rise. The Building Code requires that handrails be provided on both sides of the stairwell, and that they extend 12 inches beyond the top step and the bottom XThe step of the stairs. Please show details accordingly. wall that adjoins the stairs on the second floor must be a minimum of 42 inches in height. It is not clear on the plans whether this will be a full height wall or a half wall. ke will need structural calculations that show the true calculations for snow, ind, floor and seismic loading. We will need the actual calculations done by Mr. Jensen to show that he has verified minimum Code requirements. ealo You are required to provide special inspections during the construction of this project which means that a person, an engineer or architect must make periodic inspections during the framing stages to assure that the construction is in accordance with the plans and provide a signoff letter before a Certificate of Occupancy has been issued. I would ask that you provide some type of contract or letter stating who will perform the special inspections for you. The Building Code requires that the building be identified as having truss roof construction. The Code requirement is a six inch circle with red outline and red letters with a Roman numeral number five and a letter R underneath in that six inch circle. I would ask that you provide a detail showing the description of the truss ID placard and the locations are required at all entrances and exits to the building. The energy evaluation through the ComCheck program has been provided. However, it is not signed and stamped by Mr. Jensen. Also, you are required "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 to submit a mechanical and lighting evaluation as a part of the ComCheck program. Please provide that documentation signed and sealed by Mr. Jensen. The Fire Marshal is inquiring if the fire alarm system shown on the second floor is an extension of one on the first floor. The fire code requires that the system be monitored by an alarm company. Once all the above items have been addressed, a building permit will be issued for your project. If you have any questions, I can be reached at 761-8253. Thank you for your attention in this matter. Sincerely, TO,�AI�1,OF QUEE URY David Hatin, irector Building and Code Enforcement DH/mg Jeff& Beth Howard 625 Bay Road Queensbury, NY 12804 518-792-2392 Premiumtime@aol.com 07/17/2008 Town of Queensbury Building Dept. 742 Bay Rd Queensbury, NY 12804 Attn: DaveHatin Re: Outstanding items Dear Dave, Per our conversation 07/17/08, attached are the Truss calculations for the 2nd story addition. Also, pertaining to #6, our architect Peter Jensen will be the party making the periodic inspections throughout the construction process to verify the construction is in accordance with the plans and will provide a signoff letter for the c/o to be issued. #9 of the letter also asks that we have an extension of the first floor fire alarm to the 2nd floor addition. I have called NY Fire and Signal and have sent them a copy of our plan for them to design our system. I'm expecting the same back within a few weeks. Cordially, o r P i e t Adirondack Regional Insurance Mark: R2 Quantity: 2 Type: 4.3 Span: 300000 PI-HI: 8 Left OH: 10- 8 P Right OH: 10- 8 P Page 1 HANNA WARRENSBURG BRANCH ALL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: MAXIMUM REACTIONS: Common Truss NOTES: ON JOINTS EXCEPT: TOP 0.08 2x 4 SP-SS O.C. From To JT REACT ACT WID REQ WID Total Design Loads (plf) Trusses Manufactured by: JT PLATE SIZE X Y BTM 0.07 2x 4 2100F1.8 TC Cont. 0- 0- 0 30- 0- 0 LBS IN-SX IN-SX TC V 92 20 0.0 15.0 SARATOGA LUMBER TRADERS A 3.00x 8.00 1.50 0.62 WEIS 0.45 2x 4 SPFS-#2 BC Cont. 0- 0- 0 30- 0- 0 * 4176 NIA N/A TC V 92 20 15.0 30.0 Analysis Conforms To: J 5.00x 6.00 -0.32 0.49 LG1 0.01 2x 6 SPFS-#2 One Continuous Lateral Brace *CONTINUOUS BETWEEN A -C BC V 0 20 0.0 30.0 ANSI/TPI 95 & 02 S 5.00x 5.00 CNTR -0.00 LG2 0.01 2x 6 SPFS-#2 0 -N P -B R -Q hz = 231 + 6 Wind Load Case(s) OR Loading U 5.00x 6.00 0.32 0.49 Attach CLB with (2)-10d nails + 2 Unbal. Load Case(s) Soffit psf 2.0 C 3.00x 8.00 -1.50 0.62 TC Fb=1.15 Fc=1.10 Ft=1.10 at ®on each web UPLIFT FOUND AT BEARINGS + 1 UBC Load Case Design checked for LL on BC BC Fb=1.10 Fc=1.10 Ft=1.10 BRG UPLIFT BRG UPLIFT + 1 Dead Load Case per BOCA (section 1606.2.3), LBS LBS IBC/IRC-2003 and FBC 2004 A-C 601 (section 1607.1), 20.0 psf. Design checked for 10 psf non- TL Defl -0.01" in BB-C L/999 concurrent LL on BC. LL Defl 0.00" in BB-C L/999 Refer to Gen Det 3 series for Shear // Grain in CC-D 0.25 web bracing and plating. Wind Loads - ANSI / ASCE 7-02 Truss is designed as a Main Wind-Force Resistance System. SL 18-0-5 5x5- SL 18-0-5 Wind Speed: 90 mph NO 10-0 HO 10-0 HH 5-13 B HH 5-13 Mean Roof Haight: 25-0 *2x411 *2x411 Exposure Category: C Occupancy Factor 1.00 N Q Building Type: Enclosed *2x411 *2x411 Zone location: Exterior SPL L S SPL TC Dead Load 6.0 psf Be Dead Load 6.0 psf 8 - 5x 5x6 Roof Snow Load per ASCE 7-02 J U Ground Snow Load = 60.0 psf *2x411 *2x411 Rain Load = 0.0 psf 10-11-3 H 7 W Importance Thermal Factor 1.10 10-10-0 *2x411 *2x411 Exposure Factor 1.00 F 5 5 Y *2x411 Balanced Load Factor 0.77 *2x4� 6 6 AA Unbalanced Load Factor 1.50 Checked 3x4r D 3 3 3x4�� U Load nbal nFactors eed d= 1.50 and 0.00 CC 4 4 DD Max comp. force 388 Lbs 3x811 1 3xS11 Max tans. force 265 Lbs 2 2 C Quality Control Factor 1.00 E G IS1L K M O P R T V X B1RZ BE *2x411 *2x411 *2x411 *2x411 *2x411 *2x411 *2x411 *2x4o *2x411 *2x411 *2x411 *2x411 *2x411 Sl 3x6- CO .0c SL JCR o TC'� t 15-0-0 28-7-9 m ri l BC - - 30-0-0 ALL PLATES ARE MT2020 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR Scale: 3/16"=1' ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Pluses` APPROX. TRUSS WEIGHT: 287.5 LES Connector plates shall be applied on both faces of truss at each Joint Center the Robbins Eng.Co.bears no responsibility for the erection of trusses,field bracing or Plates,unless Indicated otherwise.No loose knots or wane in plate contact sma, permanent truss bracing.Refer to BCSI 1.83 as published by the Truss Plate Auto Snow Loading Designer: Lucas Ahl Spit"only when shown.Overall spans assume 4"bearings at each end,unless Institute,218 North Lee Street,Suite 312,Alexandria,VA 22314.Persons erecting TC Live 46.2 psf Checker: Indicated otherwise.Cutting and fabrication shall be performed on equipment which trusses are cautioned to seek professional advice concerning proper erection bracing TC Dead 10 psf Reviewer: produces snug-fitting Joints and plates.Unless otherwise noted,moisture content of to prevent tapplh g and"dm(-fitg".Care should be taken to prevent damage lumber shall not exceed 19%at time of fabrication and this design is not applicable during fabrication,storage,shipping and erection.Top and bottom chords shall be BC Live 0 pef Designed: for use with tire retardant lumber and some preservative treatments.This design was adequately braced in the absence of sheathing or rigld ceiling,respectively.It is the BC Dead 10, psf Rev No: prepared In accordance with"Nedonal Design Specifications far Wood Construction" responsibility of others to ascertain that the design loads utiiked an this drawing meet Total 66.2 psf Rev Date: (AFPA),"National Design Standard for Metal Plate Connected Wood Truss or exceed the actual dead loads imposed by the structure and the live loads Proposed Construction"(ANSI/TP11),and HUD Design Criteria for Trussed Refit- by the local building code or historical climatic records. Lumber SI 1.15 Run Date: 07/03/08 Plate SI 1.15 Version: 22.0.018 FURNISH THE BUILDING oN DE SIENERSIGNTOEVILW1NCTRUSS DESIGN Spacing 24.0 in. Drawing: IT 157ME RESPONSIBILITY OP TIIE BUILDING DESIGNER TO REVB;15'7'IItS TRUSS DESIGN DIiAR'ING&VERIFY TIIAT DATA INCLUDING DU1.AND LOADS CONFORM TO ARCH.PLANISPECS AND FAD.TRUSS PLACEMENT DIAGRANL Zobbins Engineering,Inc./0nhne Plus-©19g8-2008 Version 22.0.018 Engineering Review Drawing 7/3/2008 10:06:10 AM Page( 'DF created with pdfFactory trial version www.pciffactorv.com �n: T dl8120 Mark: R1 Quantity: 14 Type: 4.3 Span: 300000 PI-Hl: 8 Left OH: 10- 8 P Right OH: 10- 8 P Page 1 HANNA WARRENSBURG BRANCH $LL PLATES CENTERED CSI SIZE LUMBER Brace truss as follows: MAXIMUM REACTIONS: Common Truss NOTES: ON JOINTS EXCEPT: TOP 0.86 2x 4 SP-SS O.C. From To JT REACT ACT WID REQ WID Auto BOCA/Snow Loading Trusses Manufactured by: JT PLATE SIZE X Y BTM 0.79 2x 4 210OF1.8 TC Cont. 0- 0- 0 30- 0- 0 LBS IN-SX IN-SX Total Design Loads SARATOGA LUMBER TRADERS A 4.00x12.00 5.00 1.35 WBS 0.87 2x 4 SPFS-#2 BC Cont. 0- 0- 0 30- 0- 0 A 2567 5- 8 5- 2 plf - Live Dead From To Analysis Conforms To: B 5.00x 6.00 CNTR -0.29 LG1 0.20 2x 6 SPFS-#2 hz = -231 TC V 92 20 0.0 15.0 ANSI/TPI 95 8 02 C 4.00xl2.00 -5.00 1.35 LG2 0.20 2x 6 SPFS-#2 C 2567 5- 8 5- 2 TC V 92 20 15.0 30.0 OH Loading hz = 231 BC V 0 20 0.0 5.0 Soffit psf 2.0 TC Fb=1.15 Fc=1.10 Ft=1.10 BC V 40 20 5.0 8.6 Design checked for LL on BC BC Fb=1.10 Fc=1.10 Ft=1.10 UPLIFT FOUND AT BEARINGS BC V 0 20 8.6 12.1 per BOCA (section 1606.2.3), ERG UPLIFT BRG UPLIFT BC V 40 20 12.1 17.9 IBC/IRC-2003 and FBC 2004 LBS LBS BC V 0 20 17.9 21.4 (section 1607.1), 20.0 psf. A 300 C 300 BC V 40 20 21.4 25.0 Design checked for 10 psf non- BC V 0 20 25.0 30.0 concurrent LL on BC. TL Defl -0.52" in E -D L/677 + 6 Wind Load Case(s) Wind Loads - ANSI / ASCE 7-02 LL Defl -0.40" in E -D L/880 + 2 Unbal. Load Case(s) Truss is designed as a Main Shear // Grain in F -S1 0.72 + 1 UBC Load Case Wind-Force Resistance System. + 1 Dead Load Case Wind Speed: 90 mph Mean Roof Height: 25-0 Exposure Category: C SL 18-0-5 Occupancy Factor : 1.00 SL 18-0-5 5x6 HO 10-0 HO 10-0 Building Type: Enclosed HH 5-13 B HH 5-13 Zone location: Exterior TC Dead Load 6.0 psf BC Dead Load 6.0 psf Roof Snow Load per ASCE 7-02 TCU TCU Ground Snow Load = 60.0 psf 3x6-, 3x6� Rain Load = 0.0 psf Importance Factor 1.00 S2 Thermal Factor 1.10 8� S1 2x4\, 2x4// Exposure Factor 1.00 F G Balanced Load Factor 0.77 10-11-3 W1 Unbalanced Load Factor 1.50 Unbalanced Loads Checked 10-10-0 W1 Load Factors = 1.50 and 0.00 Max comp. force 2839 Lbs TCL TCL Max tens. force 2382 Lbs W2 Quality Control Factor 1.00 3x4i 3x4,� 4x1211 H I 4x1211 C B1L E S3 D B1R 5x5= 20G-MT211-3x10= 5x5= n 4441�� W:508 W:508 l� R:2567 R'2567 aIO 300 Uo 3� SL m oa p cep TC 7-10-5 15-0-0 22-1-11 28-7-9 p1 iI BC - - - - 30-0-0 30-0-0 EXCEPT AS SHOWN ALL PLATES ARE MT2020 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. Robbins Engineering, Inc./Online Pluss" APPROX. TRUSS WEIGHT: 205.8 LBS Scale: 3/16"=l' 11 Connector plates shall be applied on both faces of trues a[each Joint Center the Robbins Eng.Co.been no responsibility for the erection of trusses,field bracing or plates,unless Indicated otherwise.No loose knots or wane in plate contact area. permanent truss bracing.Refer to BCSI 1-03 as published by the Trms Plate Auto BOCA/Snow Loading Designer: Lucas Ahl Splice only where shown.Overall spans assume 4"bearings at each end,unless Institute,218 Noah Lee Street,Suite 312,Alexandria,VA 21314.Persons erecting TC Live 46.2 psf Checker. Indicated otherwise.Cutting and fabrication"hall be performed an equipment which trusses are cautioned to seek professional advice concerning proper erection bracing produces snug-fitting Joints and plates.Unless otherwise noted,moisture content of to prevent toppling and"dominoing".Can should betaken to prevent damage TC Dead 10 psf Reviewer: lumber shag trot exceed 19%at time of fabrication end this design ie not applicable during fabrication,storage,shipping end erection.Top and bottom chords shall be BC Live 0 psf Designed: far use with fire retardant lumber and some preservative treatments.This design was adequately braced In the absence of sheathing or rigid ceiling,respectively.It le the BC Dead 10 psf Rev No: Prepared In accordance with"National Design Specifications for Wood Construction" responsibility of others to ascertain that the design loads utilized on this drawing meet !.1p (IFPA),"National Design Standard for hfetal Plate Connected Wood Truss or exceed the actual dead loads Imposed by the structure and the live loads imposed Total 66.2 psf Rev Date: Construction"(ANSI/TPI I),and HUD Design Criteria for Trussed Rafters. by the local building code or historical climatic records. Lumber SI 1.15 Run Date: 07/03/08 Plate SI 1.15 Version: 22.0.018 FURNISH A COPY OFTIRS DESIGN TO ERECTION CONTRACTOR. Spacing 24.0 in. Drawing: n'IS THE RESPONSIBILITY OF THE BUILDING DESIGNER TO REVIEYVTHIS TRUSS DESIGN DRAWING&VERIFY P 4 haw _�NlTIiAT DATA INCI.UUING DUI.AND LOADS CONFORM TO ARCH.PLANISPECS AND FAB.TRUSS PLACEMEN7'DUIGRAM. Robbins Engineering,Inc./Online Plus-©1996-2008 Version 22.0.018 Engineering Review Drawing 7/3/2008 10:06:09 AM Page 1 PDF created with pdfFactory trial version www.pdffactory.com NPR-8-2008 10:47A FROM:JOSEPH MCGRATH C5181-477-2369 TO:7454437 P.2 Plan Review Checklist Ax_ 7-37f Non-Residential Occupancies January 2008 NYS BUILDING CODE(BC) Building: j e fF NYS FIRE CODE(FC) Location: NYS PLUMBING CODE(PC) Address: NYC MECHANICAL CODE(MC) NYS FUEL GAS CODE(FGC) Date: 1 �Q NYS ENERGY CODE(ECC) Reviewer: THIS CHECKLIST CONSISTS OF EIGHT(8)PAGES LEGEND: NR= Not Required NS=Not Shown NA a Not Applicable No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 I 1 2 Flood Plain BC-1612 287 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 17 5 Type of Construction BC Table 601 77 6 No. of Sleeping Units/Level BC-202 13 No. of Units—Total BC-31.0 30 No. of Occupants BC-Table l 004.1.2 189 7 Covered Malls BC402 33 Hi-Rise(75' Rule) BC403 35 Atriums BC404 37 8 Basement Definition BC-502.1 67 9 Heights& Building,Qreas Maximum Tabular Area BC-Table 503 68 Maximum Tabular Height BC-Table 503 68 Maximum Stories BC-Table 503 68 Mezzanines BC-505 69 Note: * Non-separated occupancies impose the most restrictive requirements. Page 1 of 8 R-W-8-2008 10:48R FROM:JOSEPH MCGRATH (518)-477-2369 TO:7454437 P.3 r PLAN REVIEW CHECKLIST CONTINUED No. Topic Code Page Required Actual Section No. or Allowed 10 Sprinkler System BC-903 160 Basement Sprinkler BC-903.2.10.1 161 Water Source Sprinkler BC-903.3.5 163 Water Source Site BC-508.1 33 11 Frontage& Sprinkler Credit Area Modifications(calc.) BC-506 70 Height Modifications BC-504 69 12 Height&Area Summary Tabular Area BC-Table 503 68 Frontage Credit BC-506.2 70 Sprinkler Credit BC-506.3 70 Minimum Building Area BC-506.3 70 Total Allowable Area 13 Fire Apparatus Road FC-503.1 31 Gr� (150' Rule) 14 Exterior Walls Distance Separation * BC-Table 602 77 Exterior Wall Openings BC-Table 704.8 82 Parapets BC-Table 704.11 83 Exterior Wall Coverings BC-Table 1405.2 241 Combustible Exterior Walls BC-1406 244 15 Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 Accessory Occupancy BC-Table 302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Fire Walls BC-705 84 Fire Barrier BC-706 86 Shaft Enclosure BC-707 87 Fire Partition(Tenant Sep.) BC-708 89 Exception BC-302.3.2 18 Smoke Barriers BC-709 90 Opening Protectives BC-Table 715.3 95 Fire Blocking BC-717 101 Draft Stopping BC-717 102 16 Space Min. Room Dimensions BC-1208.1 235 / Min. Ceiling Height BC-1208.1 235 * Distance separations are doubled if fire fighting water is not available,FC-508,Page 33 Page 2 of 8 APR-8-2008 10:48A FROM:JOSEPH MCGRATH (518)-477-2369 TO:7454437 PA PLAN REVIEW CHECKLIST CONTINUED No. Topic Code Page Required Actual Section No. or Allowed 17 Ventilation (Nat. or Mech.) BC-1203 233 18 Light(Nat. or Mech.) BC-1205 234 19 Exits t One Exit Permitted BC-Table 1014.1 204 Stair Enclosure BC-1019.1 208 Emergency Egress BC-1025 217 Distance of Travel BC-Table 1015.1 206 Exit Passageways BC-1020 210 Corridor Width BC-1016 206 Occupant Load BC-1004 189 Capacity of Exits(calc.) BC Table 1005.1 190 Corridor Wall Fire Rating BC-Table1016.1 206 Corridor Dead End BC-1016.3 207 Door Width BC-1008.1.1 193 Door Swing\ BC-1008.1.2 193 Panic Hardware BC-1008.1.9 197 20 Stairs D yZ k Riser BC-1009.3 198 u"•(�`° Tread BC-1009.3 198 � k Ji /L Width BC-1009.1 198 Headroom BC-1009.2 198 Vertical Rise BC-1009.6 199 Handrails BC-1009.4 199 /i � sic 21 Structural Snow Loading—Ground BC-Fig. 1608.2 274 Snow Loading—Roof(talc.) ASCE 7-98 Drifting Snow BC-1608-7 273 Ponding BC-1608.3.5 273 Floor Loading BC Table 1607.1 269 Balcony Loading BC Table 1607.1 269 Wind Loading(calc.) BC-1609 273 Roof Walls Windows Seismic Loading(calc.) 291 Foundation Depth 338 22 Interior Finishes BC-Table 803.5 338 23 Swimming Pools BC-3109 532 Page 3 of 8 APR-8-2008 10:48A FROM:JOSEPH MCGRATH C5187-477-2369 TO:7454437 P.5 PLAN REVIEW CHECKLIST CONTINUED No. Topic Code Page Required Actual Section No. or Allowed 24 Sun Rooms BC Appendix 1 581 25 Electrical Exit Signs BC-1011 201 Emergency Lights BC-1006 191 Emergency Power BC-2702 517 26 HC ACCESS Exempt Buildings BC-1104.4 221 Parking BC Table 1106.1 222 Route BC-1104 220 Entrance BC-1105 221 No.of Sleeping Rooms BC-Table 1107.6.1.1 224 No. of Dwelling Units BC-I 107.6 223 Special Occupancies BC-1108 225 I �i Toilet Facilities BC-1109.2 228 Per 0 Sinks BC-1109.3 228 Kitchens BC-1109.4 229 Storage BC-1109.8 229 Dress, Fit,Locker Rms. BC-1109.12.2 229 Point of Sales BC-1109-12.3 229 Areas of Refuge BC-1007.6 192 Signage BC-1110 230 Tactile Exit Signs BC-1011.3 202 Supplemental HC Req'mts Appendix E 569 27 SPECIAL INSPECTIONS BC-1704 318 , 28 Fire Protection Equipment Fire Safety &Evacuation FC-404 25 Hazard Communication FC-407.5 27 Tenant Identification FC408.1 l.2 30 High Piled Storage FC-503.1.3 31 Premise Identification FC-505 32 Key Box FC-506 33 Room Identification FC-510 34 Central Station Monitoring FC-901.9 54 Sprinkler Systems FC-903 57 Other Extinguishing System FC-904 61 Kitchen Hood Extinguisher FC-610.3 43 Note: Fire Protection Equipment continued on Continued on pg.5 page 5. Page 4 Ot 8 APR-8-2008 10:48A FROM:JOSEPH MCGRATH C5187-477-2369 TO:7454437 P.6 PLAN REVIEW CHECKLIST CONTINUED No. Topic Code Page Required Actual Section No. or Allowed 28 Fire Protect.Eauinment Continued from aaee 4. "K"Extinguisher FC-904.11.5 64 Standpipe Systems FC-905 64 Fire Extinguishers FC-906 66 Fire Alarm Systems&SD FC-907.2 68 Manual Fire Alarm Boxes FC-907.4 75 Smoke Alarms FC-907.2.10 70 Audible Notification Device FC-907.10 75 Duct Detectors FC-907.12 76 Fire Extinguishing Systems FC-907.14 76 Smoke Control FC-909 77 Smoke Vents FC-910 84 Fire Dept. Connection FC-912 88 Fire Pumps FC-913 88 Truss Placards NYCRR Part 1264 Motor Fuel Disp. Facilities FC-2203 175 High Piled Storage FC-2301 193 Hazardous Materials FC-2701 215 Operating Permits TOCP 208-107B Assistive Listening Devices NYCRR Part 1203 Shield Electrical Panels NFPA13(02 edition) 8.14.10.2 29 PLUMBING CODE Fixture Count PC-Table 403.1 19 Water Supply Service Pipe Size PC-603.1 31 Water/Sewer Separation PC-603.2 31 Fixture Pipe Size PC-Table 604.5 33 Pipe Material—Service PC-Table 605.3 34 Pipe Material—Distribution PC-Table 605.4 34 Pipe Insulation EC-804.5 58 Backflow Prevention PC-Table 608.1 40 1�— Pipe Freezing PC-305.6 12 Sanitary Drainage Drain Pipe Size PC-Table 709.1 52 Drain Pipe Material AG Drainage&Vent PC Table 702.1 46 UG Drainage&Vent PC-Table 702.2 46 Building Sewer PC-Table 702.3 Vent Size PC Table 910.4 63 Pipe Hangers PC-Table 308.5 15 Air Admittance Valves PC-917 66 Page 5 of 8 APR-8-2008 10:49A FROM:JOSEPH MCGRATH C5187-477-2369 TO:7454437 P.7 PLAN REVIEW CHECKLIST CONTINUED No. Topic Code Page Required Actual Section No. or Allowed 30 Mechanical Code Ventilation Rates MC-Table 403.3 26 Dryer Exhaust MC-504 36 Kitchen Exhaust MC-506 37 Kitchen Hoods MC-507 40 l Kitchen Make-up Air MC-508 42 Air Plenums MC-602 51 Duct Construction MC-603 52 Duct Insulation MC-604 53 Smoke Duct Detectors MC-606 54 Fire&Smoke Dampers MC-607.5.1 55 Combustion Air MC-701 59 31 Fuel Gas Code Appliance Location FGC-303 16 Combustion Air FGC-304 16 Accessed Service FGC-306 20 Clearance to Combust. FGC Table 308.2 22 Pipe Material FGC-403 57 Shut Off Valves FGC-409 62 Chimney Termination FGC-Fig. 503.5.4 68 Clothes Dryer Exhaust FGC-614 108 32 Ener Code Pipe Insulation—Heating EC-803.3.7 57 Duct Insulation—Sealing EC-803.28 46 Pipe Insulation—Hot Water EC-804.5 58 HWH Heat Trap EC-804.4 58 Climate Zone EC-Table 301.1 9 NYS COMcheck Compliance Report Computer Envelope Software Mechanical Required Lighting 32 Elevators &Conveying Svs. Hoistway Enclosures BC-3002.1 525 Emergency Signs BC-3002.3 252 Hoistway Venting BC-3004 526 Machine Rooms BC-3006 526 Shunt Trip BC-3006.5 527 Plumbing System BC-3006.E 527 Page 6 of 8 APR-8-2008 10:49A FROM:JOSEPH MCGRATH C5187-477-2369 TO:7454437 P.8 PLAN REVIEW CHECKLIST CONTINUED SEISMIC REVIEW SUMMARY ITEM Value BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 295 (default to site class D) Section 1615.1.1 292 S.(short period) Figure 1615(1) 293 S,(1 second period) Figure 1615(2) 294 F.(site coefficient-short) Table 1615.1.2(1) 296 F,.(site coefficient-1 sec.) Table 1615.1.2(2) 296 S.(short period adjusted) Equation 16-38 292 S.I(1 sec. period adjusted) Equation 16-39 292 SDs(short period) Equation 16-40 292 SDt (1 sec. period) Equation 16-41 292 Seismic Use Group Table 1604.5 266 Seismic Design Category Table 1616.3(1) 299 (short period) Seismic Design Category Table 1616.3(2) 299 (1 sec. period) Seismic Design Category This category determines the (most severe of above two) Design analysis and whether MEP systems must be braced Analysis Procedure Used Section 1616.6 300 Building Components Section 1621 315 Subject To Seismic Design Requirements: Architectural Section 1621.1.2 315 Mechanical Section 1621.1.3 315 Plumbing Section 1621..1.3 315 Electrical Section 1621.1.3 315 Page 7 of 8 PPR-8-2008 10:49A FROM:JOSEPH MCCRATH (518)-477-2369 TO:7454437 P.9 PLAN REVIEW CHECKLIST CONTINUED NOTES FOR PREVIOUS REVIEW PAGES Page 8 of 8 COMcheck Software Version 3.3.1 Envelope Compliance Certificate New York State Energy Conservation Construction Code Report Date:03/30/08 Data filename:Untitled.cck Section 1: Project Information Project Title:ADIRONDACK REGIONAL INSURANCE AGENCY Construction Site: Owner/Agent: Designer/Contractor: 625 Bay Road Jeffrey Howard G.Peter Jensen Queensbury,NY 12804 Adirondack Regional Insurance Agency 17 West Road 625 Bay Road South Glens Falls,NY 12803 Queensbury,NY 12804 (518)798-3859 Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Type: New Construction Vertical Glazing/Wall Area Pct.: 12% Building Type Floor Area Office 900 Section 3: Requirements Checklist , @ i8' Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R Value U-Factor U-Factor Roof 1:All-Wood Joist/Rafterffruss 900 38.0 0.0 0.028 0.051 Exterior Wall 1:Wood Frame,Any Spacing 960 21.0 0.0 0.062 0.074 Window 1:Wood Frame:Double Pane with Low-E,Clear,SHGC 114 — — 0.340 0.520 0.33,PF 0.17 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage,Component Certification,and Vapor Retarder Requirements: Lj 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. 2. Windows,doors,and skylights certified as meeting leakage requirements. 3. Component R-values&U-factors labeled as certified. Lj 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. 5. Fireplaces installed with tight fitting non-combustible fireplace doors. 6. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers. 7. Cargo doors and loading dock doors are weather sealed. Lj 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. 9. Vapor retarder installed. ADIRONDACK REGIONAL INSURANCE AGENCY Page 1 of 2 r 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 New York State Energy Conservation Construction Code requirements in COMcheck Version 3.3.1 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge, belief,and professional judgment,such plans or specifications are in compliance with this Code. Name-Title Signature Date Project Notes: Second floor addition to Adirondack Regional Insurance Agency Plan 06-0202 ADIRONDACK REGIONAL INSURANCE AGENCY Page 2 of 2 COMcheck Software Version 3.5.3 Envelope Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date:07/16/08 Data filename:UntMed.cck Section 1: Project information Project Type:Addition Project Title:ADIRONDACK REGIONAL INSURANCE AGENCY Construction Site: Owner/Agent: Designer/Contractor. 625 Bay Road Jeffrey Howard G.Peter Jensen Queensbury,NY 12804 Adirondack Regional Insurance Agency 17 West Road 625 Bay Road South Glens Falls,NY 12803 Queensbury,NY 12804 (518)798-3859 Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7835 Cooling Degree Days(base 65 degrees F): 366 Vertical Glazing/Wall Area Pct.: 10% Activity Tvoe(st Floor Area Office 900 Section 3: Requirements Checklist Envelope PASSES:Design 17%better than code. Climate-specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Roof 1:All-Wood Joist/Rafter/Truss 900 38.0 0.0 0.028 0.051 Exterior Wall 1:Wood Frame,Any Spacing 960 21.0 0.0 0.062 0.074 Window 1:Wood Frame:Double Pane with Low-E,Clear,SHGC 94 — — 0.340 0.520 0.33,PF 0.17 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage,Component Certification,and Vapor Retarder Requirements: © 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. 0 2. Windows,doors,and skylights certified as meeting leakage requirements. Lj 3. Component R-values&U-factors labeled as certified. 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Lj 5. Fireplaces installed with tight fitting non-combustible fireplace doors. LJ 6. Stair,elevator shaft vents,and other dampers integral to the budding envelope are equipped with motorized dampers. 0 7. Cargo doors and loading dock doors are weather sealed. 8. Recessed lighting fixtures are:(i)Type IC rated and sealed or gasketed;or(J)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. 0 9. Vapor retarder installed. Project Title:ADIRONDACK REGIONAL INSURANCE AGENCY Report date:07/16/08 Data filename: Untitled.ock Page 1 of 9 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 3.5.3 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. G PETER JENSEN Name�Title 17 WEST ROAD Signature Date SOUTH GLENS FALLS Project Notes: N(518 98-3859 EWYORK 3 ( I EaE 0 A pC �, 900 SF addition to existing building ER Q� CY O ) �PBOt� + Olpe Project Title:ADIRONDACK REGIONAL INSURANCE AGENCY Report date:07/16/08 Data filename:Untitled.cck Page 2 of 9 COMcheck Software Version 3.5.3 Interior Lighting and Power Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date:07/16/08 Data filename:UrNed.cck Section 1: Project Information Project Type:Addition Project Title:ADIRONDACK REGIONAL INSURANCE AGENCY Construction Site: Owner/Agent: Designer/Contractor 625 Bay Road Jeffrey Howard G.Peter Jensen Queensbury,NY 12804 Adirondack Regional Insurance Agency 17 West Road 625 Bay Road South Glens Falls,NY 12803 Queensbury,NY 12804 (518)798-3859 Section 2: General Information Building Use Description by: Activity Type Activrtv TymW Floor Area Office 900 Section 3: Requirements Checklist Interior Lighting: 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 990 840 YES 0 2. Exit signs 5 Watts or less per side. Exterior Lighting: 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting. Controls,Switching,and Wiring; Lj 4. Independent controls for each space(switchloccupancy 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. Lj S. Master switch at entry to hotel/motel guest room. 6. Individual dwelling units separately metered. 0 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminalre 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. Lj 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Project Title:ADIRONDACK REGIONAL INSURANCE AGENCY Report date:07/16/08 Data filename:Untitled.cck Page 3 of 9 Exceptions: Areas with only one luminaire,corridors,storerooms,restrooms,or public lobbies. 0 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting Intended for 24 hour use. 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. Lj 11.Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.62. 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 in COMcheck Version 3.5.3 and to comply with the mandatory requirements in the Requirements Cheddist. G PETER tF SEN Name-Title 17 WEST ROAD Sign re Date/ SOUTH GLENS FALLS NEW YORK 12803 (518)798-3859 gR E D A qC Csr ��z n of P4 ado` Project Title:ADIRONDACK REGIONAL INSURANCE AGENCY Report date:07/16/08 Data Mename: Untitled.cck Page 4 of 9 COMcheck Software Version 3.5.3 Interior Lighting Application Worksheet 2007 New York Energy Conservation Construction Code Report Date: Data filename:Untltied.cck Section 1: Allowed Lighting Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (M) Watts/M (B x C) Office 900 1.1 9W Total Allowed Watts= 990 Section 2: Proposed Lighting Power Calculation A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ 0 of Fixture (C X D) Fixture Fixtures Watt. Office(900 sq.ft.) Incandescent 1:Incandescent 60W 1 14 60 840 Total Proposed Watts= 840 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= 990 Total Proposed Watts= 840 Project Compliance= 150 Interior Lighting PASSES:Design 15%better tharl code Title:ADIRONDACK REGIONAL INSURANCE AGENCY Report date:07/16/08 Data filename: Untitled.cck Page 5 of 9 COMcheck Software Version 3.5.3 Mechanical Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date:07/16108 Data filename:Untined.cck Section 1: Project Information Project Type:Addition Project Title:ADIRONDACK REGIONAL INSURANCE AGENCY Construction Site: Owner/Agent: Designer/Contractor. 625 Bay Road Jeffrey Howard G.Peter Jensen Queensbury,NY 12804 Adirondack Regional Insurance Agency 17 West Road 625 Bay Road South Glens Falls,NY 12803 Queensbury,NY 12804 (518)7W3859 Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 3W Section 3: Mechanical Systems List Quantity Sntem Type&Description 1 HVAC System 1:Heating:Duct Furnace,Gas/Cooling:Field-Assembled DX System,Capacity—90-<135 kBtu/h,Air-Cooled Condenser/Multiple-Zone Section 4: Requirements Checklist Requirements Specific To:HVAC System 1 : Lj 1. Equipment minimum efficiency.Duct Furnace(Gas):80%Ec 0 2. Specified equipment consists of field-assembled components-efficiency documentation provided l] 3. Minimum one temperature control device per zone Lj 4. Integrated air economizer required 5. Systems serving more than one zone must be VAV systems LI 6. Controls capable of resetting supply air temp(SAT)by 25%of SAT-room temp difference Generic Requirements: Must be met by all systems to which the requirement Is applicable: 1. Load calculations per 2001 ASHRAE Fundamentals Ll 2. Plant equipment and system capacity no greater than needed to meet loads - Exception:Standby equipment automatically off when primary system is operating - Exception:Multiple units controlled to sequence operation as a function of load 3. Minimum one temperature control device per system 4. Minimum one humidity control device per installed humidification/dehumidification system 0 5. Thermostatic controls has 5 degrees F deadband - Exception:Thermostats requiring manual changeover between heating and cooling Lj 6. Automatic Controls:Setback to 55 degrees F(heat)and 85 degrees F(cool);7-day dock,2-hour occupant override,10-hour backup - Exception:Continuously operating zones - Exception:2 kW demand or less,submit calculations Project Title:ADIRONDACK REGIONAL INSURANCE AGENCY Report date:07/16/08 Data filename: Untitied.cck Page 6 of 9 Ej T Automatic shutoff dampers on exhaust systems and supply systems with airflow>3,000 cfm (38. Outside-air source for ventilation;system capable of reducing OSA to required minimum Ll 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly - Exception:Ducts located within equipment - Exception:Ducts with interior and exterior temperature difference not exceeding 15 degrees F. t3 10.Ducts sealed-longitudinal seams on rigid duds;transverse seams on all ducts;UL 181A or 181 B tapes and mastics - Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 Inches w.g.pressure classification Li 11.Mechanical fasteners and sealants used to conned duds and air distribution equipment f3 12.Hot water pipe insulation:1 in,for pipes<-1.5 in.and 2 in.for pipes>1.5 in.Chilled water/refrigerant/brine pipe insulation:1 in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in.Steam pipe insulation:1.5 in.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 degrees F - Exception:Fluid not heated or cooled - Exception:Runouts<4 it in length Lj 13.Operation and maintenance manual provided to building owner Lj 14.Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State 0 IS.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 3.5.3 and to comply with the mandatory requirements in the Requirements Checklist. G.PETER JENSEN Name-Title 17 WEST ROAD Sg Date SOUTH GLENS FALLS NEW YORK 12803 (518)798-3859 `y j o lk E G A p0�' S ER J,l, ' 02 020 k- r7T�OF liFrN'�C�` Project Title:ADIRONDACK REGIONAL INSURANCE AGENCY Report date:07/16/08 Data filename:Untitled.cck Page 7 of 9 COMcheck Software Version 3.5.3 Mechanical Requirements Description 2007 New York Energy Conservation Construction Code Report Date: Data filename:UntMed.cck 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:Duct Furnace(Gas):80%Ec 2. The specified cooling system consists of field-assembled components.Documentation must be submitted showing the system meets 2007 New York Energy Conservation Construction Code equipment efficiency requirements for a comparable package equipment type and capacity range. 3. Each zone of a multiple-zone system must have its own temperature control device. 4. An integrated air economizer is required for Individual cooling systems over 65 kBbA in the selected climate.An integrated economizer allows simultaneous operation of outdoor air and mechanical doling. 5. Systems serving multiple thermostatic control zones must be variable-flow systems.Zone terminal controls must reduce the flow of primary supply air before reheating,recooling,or mixing air streams. 6. Multiple-zone systems must include controls capable of resetting the supply air temperature by at least 26%of the difference between the design supply air temperature and the design room temperature. Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures 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 bads.A single piece of equipment providing both heating and doling 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 doling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and coding must be capable of maintaining a 5 degrees F deadband(a range of temperature where no heating or coding is provided). - Exception:Deadband capability is not required if the themotstat does not have automatic changeover capability between heating and doling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteriam)capable of setting back temperature to 55 degrees F during heating and setting up to 85 degrees F during codingb)capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc)have an accessible 2-hour occupant overrided)have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. - Exception:A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 7. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment Is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State.if the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 9. Air duds 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 duds 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 dud and the building exterior. Project Title:ADIRONDACK REGIONAL INSURANCE AGENCY Report date:07/16/08 Data filename: Untitled.cck Page 8 of 9 - 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. 10. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weidments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181S. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g.pressure classification. 11. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 12. All pipes serving space-conditioning systems must be insulated as follows:Hot water piping for heating systems:1 in.for pipes—i 1/24n.nominal diameter 2 in.for pipes>1 1/24n.nominal diameter.Chilled water,refrigerant,and brine piping systems:1 in.Insulation for pipes—I 1/24n.nominal diameter 1 1/2 In.insulation for pipes>1 1/24n.nominal diameter.Steam piping:1 1/2 in.insulation for pipes<-1 1/2-in.nominal diameter 3 in.insulation for pipes>1 1/24n.nominal diameter. - Exception:Pipe insulation is not required for factory4nstalled piping within HVAC equipment. - Exception:Pipe insulation Is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. - Exception:Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. - Exception:Pipe insulation is not required for runout piping not exceeding 4 it in length and 1 in.in diameter between the control valve and HVAC coil. 13. Operation and maintenance documentation must be provided to the owner that includes at least the following informationm)equipment capacity(input and output)and required maintenance actionsb)equipment operation and maintenance manualsc)HVAC system control maintenance and calibration information,including wiring diagrams,schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming commentsd)complete narrative of how each system is intended to operate. 14. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork,terminal devices,and supply air diffusers. 15. 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 deteclion systems.All gravity outdoor air supply and exhaust hoods, vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions:-Gravity(non-motorized)dampers are acceptable In buildings less than three stories in height above grade.-Ventilation systems serving unconditioned spaces. Project Title:ADIRONDACK REGIONAL INSURANCE AGENCY Report date:07/16/08 Data filename: Untitled.cck Page 9 of 9