The URL can be used to link to this page

2007-666 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. P20070666 Date Issued: Monday, July 07, 2008 This is to certify that work requested to be done as shown by Permit Number P20070666 has been completed. Location: 169 HAVILAND Rd Tax Map Number. 523400-289-020-0001-005-000-0000 Owner. BAY WEST ASSOCIATES Applicant: BAY WEST ASSOCIATES This structure may be occupied as a: Commercial Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, UU Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement 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: P20070666 Application Number. A20070666 Tax Map No: 523400-289-020-0001-005-000-0000 Permission is hereby granted to: BAY WEST ASSOCIATES For property located at: 163 HAVILAND 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: BAY WEST ASSOCIATES Commercial Addition $60,000.00 169 HAVILAND RD QUEENSBURY, NY 12804 Total value $60,000.00 Contractor or Builders Name/Address Electrical Inspection Agency NORTH LAND CUSTOM CARPENTRY, 1 792-0315 104 TUTHILL Rd QUEENSBURY,NY 12804-0000 Plans &Specifications 2007-666 952 sq ft commercial addition $133.28 PERMIT FEE PAID- THIS PERMIT EXPIRES: Sunday,November 09,2008 (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 T wn of ee / 1 "` r ovember 09, 2007 SIGNED BY e1� for the Town of Queensbury. Director of Building&Code Enforcement -------------------------------------------------------------------- 0------------------- OFFICE USE ONLY ; TAX MAP NO. PERMIT NO. 10?� " ; , , FEES: PE MIT REC ON 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: North Land Custom Carpepkf1, OWNER: BAY WEST ASSOCIATES ADDRESS: 104 Tutthill Road, Queensbury ADDRESS: 169 HAVILAND ROAD PHONE NOS. 792-0315 PHONE NOS. 792-8474 CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: MATT STEVES PHONE:792-8474 LOCATION OF PROPERTY: 163 HAVILAND ROAD SUBDIVISION NAME: N/A PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT Z APPLY TO YOUR O c'1 o F PROJECT p ~¢ p ly O V) uWi" W ~ow _j _j ayjxU LL LL w Q � o=�z a a O az �,a OLL LL SINGLE FAMILY 0.0 TWO-FAMILY 0.0 MULTI-FAMILY(NO. ) 0.0 TOWNHOUSE 0.0 BUSINESS OFFICE 0.0 RETAIL- MERCANTILE 0.0 FACTORY OR u� INDUSTRIAL 0.0 GARAGE(1D,2,3) ✓ 952.0 17'. +r� P OTHER <" Town of Queensbury - Community Development Office • 742 Bay Road, Queensbury, NY 12804 Y IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: BAY WEST ASSOCIATES ESTIMATED CONSTRUCTION COST: $60,000 FUEL TYPE: NATURAL GAS HEAT TYPE? (4c,>T Ikrp.. *HOW MANY FIREPLACE(S) ®_AND/OR WOODSTOVES(S): ZONING CATEGORY: F(l _P ARE THERE WETLANDS ON THIS SITE? NO IS THIS A HISTORIC SITE? NO PROPOSED USE OF BUILDING OR ADDITION:GARAGE AND STORAGE ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? NO ARE THERE EASEMENTS ON PROPERTY? NO *Please complete a separate Application for"Fuel Burning 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/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 a Signe Director of Building & Codes: 761-8256 (for questionsCQU=ESTIONS? 61-8256 OR EMAIL regarding Building Permits, construction codes or septicsbury.netsystems) OUR WEBSITE FOR MORE INFORMATION Zoninq Administrator: 761-8218 (for questions regarding www.uueensbury.net required permits, the permit process, application requirements or to schedule an appointment) ___________________________________________, _______-________-___.___--__-_' 00 This application / proposed action described Permission is hereby granted to the above herein is found to be in accordance with the ; 'o Applicant to erect or alter the building described zoning Laws of the Town of Queensbury. ; herein in accordance with said Application: 00 1 1 , -` 1 1 , 1 1 0 1 i 1 1 0 X o ZONING APPROVAL DATE BUILDING&CO ES APPROVAL / i I 1 0i---___-i-_---_:__-_-_::__----s s__i-_--i--_J --w________________________:___--i s-_____--it QTown of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 17, -// Commercial Final Inspection Report P P Office No.: (518) 761-8256 Date Ins ectiynreest rec ' e Queensbury Building&Code Enforcement Arrive: 'ectipm Depart: 742 Bay Road,Queensbury,NY 12804 Inspector's I NAME: PERMIT#: LOCATION: DATE: Lei 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 E uivalent 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&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 s . ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers 1 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 Signa 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 Si na a 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 Tem . or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\lnspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occupy Fire Mexshd's Ofte Request Rec'd Permit No. D Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: Z Time: Phone: (518)761-8206 Business Name; Fax: (518)745-4437 Location: Type of N A Yes No EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge AISLES: Main Aisle Width SecondM Aisle Width EXIT SIGNAGE Si —normal Si -batter EVAC signs in rooms TRUSS!D SIGNAGE fo g.,Marsh wi onc —�� EMERGENCY LIGHTING G G$�Otl�e@d8 FIRE EXTINGUISHER: V Hun ZOOS Inspection of extinguisher Fire Marshal KRE ALARM SYSTEM Town of 02Mbury Fan Shutdown Fire Sprinkler System Fire Suppression—kitchen Fire Suppression—Gas Islan Generator Hood Installation ` Elevator interior Knishes _ . Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Witing Enclosed Labeled Combustible Waste VehIcle Impact Protection Knox Box F.D.Si e—Utility Rooms No Smokin Si s Maximum Occupancy Sign Emergency Evacuation Plan Approved (if no other approvals apply,the B&C Office will issue the Certificate of occupancy) u Denied /call for Recheck Ins Br. L•\KreMarshaMew Folder\permitto occupyform.doc /Y i-S be Iki /0 A Commercial Final Inspection Re Office No.: (518) 761-8256 Date Ins ctio t ce e Queensbury Building& Code Enforcement Arrive: Depart: ` 742 Bay Road, eensbury,NY 1 804 Inspector's In NAME: PERMIT# ^C� LOCATION: DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. 11 Doors 36 in.w/Lever Handles/Panic Hardwar if re uire xits rad Or Platform 36(w x 44"(1 Can or E uiv. Gas Valve Shut-off Exposed&Regulator 18' A ove ra a Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum F Ls3tj Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System TO �vb 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 '/2 doors > 10%> 1000 s . ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sidesl Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Se tic 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 Inspection for Permit to Occupy Fire Mcnhd's Orifice Request Rec'd Permit No. Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: Time: t,�5 Phone: (518)761-8206 Business Name: Fax: (518)745-4437 Location: i ,? fte of A ro$ No EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Si -normal Sign--battery EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXENGUiSHER: Hun Inspection of exfin fisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Syppresslon-kitchen fire Suppression-Gas Isian Generator Hood Installation Elevator Interior Finishes 5torct e Compressed Gas Clearance to Spriniders Clearance to s ctricai Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign ftff2ency Evacuation Plan 0 APProved (if no other approvals apply,the B&C Office will issue the Certificate of Occupancy) �nied l call for Recheck inspected y: L:\FireMarshal\New Folder\permitto occupyform.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection reque ived Queensbury Building&Code Enforcement Arrive: a Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials. NAME: N: `% PERM # U7(nip LOCATION: r LL3 jy),A ev) DAT COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent kh oof 6"/Roof Com fete Exterior Finish rid m lete 6"in 10' or E uivalent 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 Okay 7 � — Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing Systems 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 %2 doors > 10%> 1000 s .ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors t— `'� -E v Ceiling Fire Stopping,3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" CAJ� 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 Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. �0� As-built Se tic S stem Layout Re ired 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&CodesUnspection FormslCommercial Final Inspection Report.doc COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No....0. .6.66..Cert. NO 4 Cut-in Card No..................................... Owner............il..!'."�...�li...� �. ................................................................. .... ............... `` Location 11 .... ......................... .................................................................................................................... Installation Consisting of..l,,Z..alc!J..(.. ,1........... ...............................� o� ........................._ ext I-e� ....................................................................K.. ..(...Y.:...:...1..................................................................................... ....................... ........�.../...'...�............................................................................................... ................................................... InstalledBy.....Sl..!.... /�1�� i .......................................Lic.No......................................................................... The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of ring nspections at any time, and if its rules are violated the Company shall have the right to iq0his rtifi te. Date...... Z`., a ............. INSPECTOR. Member N.RP.A,LA.E.I. Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request — Queensbury Building & Code Enforcement Arrive: = a e. art: am 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: R�uJ�� PERMIT#: 0-7- LOCATION: \ 6,:2-) �Aa�\�=L � 9\0 INSPECT ON: i -LA �--rig, TYPE OF STRUCTURE ..-. N/A Rough Plumbing / Nail Plates `, Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum \3E�') 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 Mr/ Head 0 P.S.I for 15 minutes ,� Insulation Residential Check Commercial Check Proper Vent Attic Vents Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct toe P'nPe�k PC6 tR COMMENTS: i AV-�-- o i,�--Jt"Oj �IJAPiu (C-Z t3*Tr°M of 6, LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspe ion Report Office No. (518) 761-8256 Date Inspection reque d: Queensbury Building & Code Enforcement Arrive: � tea p part:' � am 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: kx)EI "T i-1)60 S PERM LOCATION: 1 C&j3 AJ _ INSPE ON: 1 —►4-09 TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes Insul Residential Check Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 . m L) Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection re est re i Queensbury Building&Code Enforcement Arrive: 2 mJ e pm 742 Bay Road,Queensbury,NY 12804 Inspector's Imtia . NAME: L ee- PERMIT#: LOCATION: 77 17 INSPECT ON: - TYPE OF STRUCT Y K/A Framing COMMENTS Att' cess 22"x 30"minimum Jack Studs/Headers �i ,ridging Joist hangers Jack Posts/Main Beams ` Exterior sheeting nailed properly �C_ 6\q;�-,ja 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z w 16 gauge 8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report Office No.(518)761-8256 Date Ins 'o e i � ILI 6 Queensbury Building&Code Enforcement Arrive: , epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: uJ P S SSG C I T � p T#: C) -7 " LOCATION: (&vO 2. • INSPECT ON: 2 a ( 107 TYPE OF STRUCTURE: Comments Y N N/A Footings a Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date InspecltionrTe,ce * Queensbury Building&Code Enforcement Arrive: Z= epart: �r"�' n 742 Bay Rd.,Queensbury,NY 12804 Inspector's NAME: C3 A`t a.� �s/j'T � �� #: b� —LOCATION: y �� f A A\) I I >�0 B 1� ON: O TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab JC Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24.00 AM Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection u rece' Queensbury Building&Code Enforcement Arrive: ' 'G rt 742 Bay Road,Queensbury,NY 12804 Inspector's Initi s: NAME: 71- YPERMIT#: LOCATION: 11 L4 INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z w 16 gauge 8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Bolts ft.or less on center Ice and wat!rinield 24 inches from wall ation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade /- 3 . ry-;-`� Foundation Inspection Report f Office No.(518)761-8256 Date Inspection reqKst receive .� Queensbury Building&Code Enforcement Arrive: part: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini ' ,j NAME: As PERMIT#: LOCATION: - INSPECT ON: TYPE OF STRUC . Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width above footing 6 mil 1 for wet areas under slab Backfill approval Pl mg Under Slab PVC/C opper �;gt dtio Insulation ro orn ou Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Fortes\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report c16'-�'c Office No.(518)761-8256 Date Inspection requ Queensbury Building&Code Enforcement Arrive: epart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's ti NAME: ��`� l/i/�'S 7- S G C 1 A�� RMIT#: l V LOCATION: /(' ( �(a� SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose.on site. oundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Fors\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection q st r iv /10/C7 Queensbury Building&Code Enforcement Arrive: pm Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial NAME: ,4,. u-lc- S% 6 S S0C' ti, f'S' PE #: p 7 r (1°(d LOCATION: 145, 1 IN ECT ON: TYPE OF STRUCTURE: Comments Y N N/A tings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofng Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM NACE R P.C. 169 Haviland Road, Queensbury,NY 12804 Phone-518-745-4400 Fax -518-792-8511 November 6, 2007 Job#47455 Mr. David Hatin Town of Queensbury Bldg. & Codes Dept. 742 Bay Road Queensbury,NY 12804 Re: Bay West Associates— 163 Haviland Road Garage Addition Dear Dave: This is to inform you that on behalf of Bay West Associates, I will be performing the required structural inspections of the garage addition to be constructed at 163 Haviland Road. I will forward my final inspection to you for your files. Please call me if you have any questions regarding this matter. Sincerely, Thomas W. Nace, P.E. no-.a e.n r tt :4'y "M GUNS I KUGT I0N TECH. 518 399 1913 r • '�`* CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S,, INC. 4 William Street, Ballston Lake,New York 12019 Phone:(518)399-1849 Fax: (518)399-1913 November 6, 2007 TOWN OF QUEENSBURY BUILDING DEPARTMENT 742 Bay Road Queensbury,New York 12804 Att'n: Building Code Enforcement Officials Re: GARAGE/STORAGE ADDITION: 163 HAVILAND ROAD,QUEENSBURY,NY.for BAYWF.ST ASSOCIATES: 169 HAVILAND ROAD,QUEENSBURY,NY, Construction Materials Inspection and Testing Services Gentlemen, Per the request of Mr. Thomas Nace, Baywest Associates,we are pleased to inform you CONSTRUCTION TECHNOLOGY has been retained to provide the construction materials inspection and testing services required of the referenced project including but not limited to: Soil backfill compaction, reinforcing steel inspection,and portland cement concrete placement. As such, we would like a moment to introduce our organization. CONSTRUCTION TECHNOLOGY is the construction materials inspection division of Product Development&Technical Services,Inc. Since our 1994 incorporation in New York State, we have been devoted to providing the highest standards of on time field inspection, testing and laboratory support to the construction industry. Our desire is a QC/QA involvement with projects committed to timely completion while satisfying the quality controls and assurances necessary to support today's strict design criteria. All too often materials inspections are viewed as a necessary evil or a requirement to be overlooked. Many times the laboratory brings this attitude on itself because of less than fully qualified personnel,tardy response time or uncompromising attitudes of technicians. Given the opportunity, we are confident we can provide the services that reflect our strong desire to be an asset to the construction process. Our facility and field technical force is supported by state of the art test equipment, including nuclear soil/asphalt density test equipment,automatic soil moisture/density(Proctor)apparatus, temperature/humidity controlled curing environments for concrete Specimens, and all other necessary equipment to satisfy the requirements of the American Society for Testing and Materials(ASTM)standards C-1077 and E-329 as they relate to a commercial inspection agency. CONSTRUCTION TECHNOLOGY has submitted to outside auditing by having our personnel,equipment,facility and quality assurance plan evaluated by the Cement and Concrete Reference Laboratory(CCRL)of the National Standards Institute. A copy of the CCRL/NSI audit and finding is available upon request. NOV-06-2007 12 :49 AM CONSTRUCTION TECH. 518 999 191S P. 07 November 6,2007 TOWN OF QUEENSBURY BUILDING DEPARTMENT Re: GARAGE/STORAGE ADDITION: 163 HAVILAND ROAD,QUEENSBURY,NY. for BAYWEST ASSOCIATES: 1.69 HAVILAND ROAD,QUEENSBURY,NY, Construction Materials inspection and Testing Services Our staff ranges from consultant Professional Engineers,hydrologists and geologists to field technicians and materials inspectors with technical backgrounds of educational degrees and/or substantiated experience in a construction oriented discipline. Field inspectors also possess a combination of the following certifications: * Certification at various levels (AET-I through SET-IV)by the National Institute for Certification in the Engineering Technologies(NICET). * American Concrete Institute (ACT)Grade I Concrete Inspector. * American Concrete Institute(ACT)Certified Concrete Construction Special Inspector. * Troxler Nuclear Gauge Training Program for Radiation Safety Officers and Field Operators. * NYSDoT Certified Asphalt Density Inspector, * J&L Testing,Inc. Certification Program for Sanitary I.andfill Inspectors. * J&I_- Testing, Inc. Certification Program for Quality Control and Inspection of Geosynthetic Systems for Use in Solid and Hazardous Waste Disposal Facilities. In addition to particular qualifications, field inspectors are familiar with all phases of construction materials testing and inspection including soils,concrete,reinforcement,masonry, structural steel, fireproofing and roof installation. This generally alleviates the need and expense of employing more than one inspector on a particular project. CONSTRUCTION TECHNOLOGY currently has the capabilities to provide inspection and testing services relating to many construction concerns including but not limited to: subsurface drilling and investigation, soils placement and compaction,foundation design recommendations,portland cement concrete,unit masonry,mortars,grouts,bituminous concrete, structural steel and fireproofing,as well as all associated laboratory services. In general, all forms of materials testing and inspection services, as they relate to the construction industry,may be obtained through CONSTRUCTION TECHNOLOGY. We appreciate your interest in our firm and our line of work. We look forward to completing the construction materials inspection,testing and laboratory requirements for 163 HAVILAND ROAD,QUEESBURY,NY. If there are any questions,or when we may be of assistance, please contact this office immediately, Respectfully, CONSTRUCTION TECHNOLOGY Tom Joslin, S.E.T.,(NICET) Manager Technical Services ire v-ego-min RM GUNS 1 KUCT I UN TECH. 518 399 1913 CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T,S,, INC. 4 William Street, Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 November 6, 2007 TOWN OF QUEENSBURY BUILDING DEPARTMENT 742 Bay Road Queensbury,New York 12804 Att'n: Building Code Enforcement Officials Re: GARAGE/STORAGE ADDITION: 163 HAVILAND ROAD,QUEENSBURY,NY.for BAYWEST ASSOCIATES: 169 HAVILAND ROAD,QUEENSBURY,NY, Construction Materials Inspection and Testing Services Gentlemen, Per the request of Mr. Thomas Nace, Baywest Associates,we are pleased to inform you CONSTRUCTION TECHNOLOGY has been retained to provide the construction materials inspection and testing services required of the referenced project including but not limited to: Soil backfill compaction,reinforcing steel inspection, and portland cement concrete placement. As such,we would like a moment to introduce our organization. CONSTRUCTION TECHNOLOGY is the construction materials inspection division of Product Development&Technical Services,Inc. Since our 1984 incorporation in New York State, we have been devoted to providing the highest standards of on time field inspection, testing and laboratory support to the construction industry. Our desire is a QC/QA involvement with pr(}Iects committed to timely completion while satisfying the quality controls and assurances necessary to support today's strict design criteria. AI I too often materials inspections are viewed as a necessary evil or a requirement to be overlooked. Many times the laboratory brings this attitude on itself because of less than fully qualified personnel,tardy response time or uncompromising attitudes of technicians. Given the opportunity, we are confident we can provide the services that reflect our strong desire to be an asset to the construction process. Our facility and field technical force is supported by state of the art test equipment, including nuclear soil/asphalt density test equipment, automatic soil moisture/density(Proctor)apparatus, temperature/humidity controlled curing environments for concrete specimens, and all other necessary equipment to satisfy the requirements of the American Society for Testing and Materials(ASTM)standards C-1077 and E-329 as they relate to a commercial inspection agency. CONSTRUCTION TECHNOLOGY has submitted to outside auditing by having our personnel, equipment, facility and quality assurance plan evaluated by the Cement and Concrete Reference Laboratory(CCRL)of the National Standards Institute. A copy of the CCRI,/NSI audit and finding is available upon request. NOV-06-2007 12 :49 AM CONSTRUCTION TECH. 518 399 1913 November 6, 2007 TOWN OF QUEENSBURY BUILDING DEPARTMENT Re: GARAGE/STORAGE ADDITION: 163 HAVILAND ROAD,QUEENSBURY,NY. for BAYWEST ASSOCIATES: 1.69 HAVILAND ROAD,QUEENSBURY,NY, Construction Materials Inspection and Testing Services Our staff ranges from consultant Professional Engineers, hydrologists and geologists to field technicians and materials inspectors with technical backgrounds of educational degrees and/or substantiated experience in a construction oriented discipline. Field inspectors also possess a combination of the following certifications: * Certification at various levels (AET-I through SET-IV)by the National Institute for Certification in the Engineering Technologies(NICET). * American Concrete Institute (ACT)Grade I Concrete Inspector. * American Concrete Institute (ACT)Certified Concrete Construction Special Inspector. * Troxler Nuclear Gauge Training Program for Radiation Safety Officers and Field Operators. * NYSDoT Certified Asphalt Density Inspector, * J&L Testing,Inc. Certification Program for Sanitary Landfill Inspectors. * J&L.Testing, Inc. Certification Program for Quality Control and Inspection of Geosynthetic Systems for Use in Solid and Hazardous Waste Disposal Facilities. In addition to particular qualifications, field inspectors are familiar with all phases of construction materials testing and inspection including soils,concrete,reinforcement,masonry, structural steel, fireproofing and roof installation. This generally alleviates the need and expense of employing more than one inspector on a particular project. CONSTRUCTION TECHNOLOGY currently has the capabilities to provide inspection and testing services relating to many construction concerns including but not limited to: subsurface drilling and investigation, soils placement and compaction,foundation design recommendations,portland cement concrete,unit masonry,mortars, grouts,bituminous concrete, structural steel and fireproofing, as well as all associated laboratory services. In general, all forms of materials testing and inspection services, as they relate to the construction industry,may be obtained through CONSTRUCTION TECHNOLOGY. We appreciate your interest in our firm and our line of work. We look forward to completing the construction materials inspection,testing and laboratory requirements for 163 HAVILAND ROAD,QUEESBURY,NY. If there are any questions,or when we may he of assistance, please contact this office immediately, Respectfully, CONSTRUCTION TECHNOLOGY Tom Joslin, S.E.T.,(NICET) Manager Technical Services a SUMMARY OF STRUCTURAL DESIGN LOADS FOR BAY WEST ASSOCIATES 163 HAVILAND ROAD GARAGE ADDITION QUEENSBURY, NEW YORK Prepared by: NACE ENGINEERING, P.C. 169 HAVILAND ROAD QUEENS,�,t yjj,NY 12804 tygw .��• P�•MS W. R�� s Thomas W. Nace, P.E. November 2007 File: #47455 i NACE R P.C. PROJECT BAY WEST ASSOCIATES JOB 47455 SHEET 1 OF 3 SUBJECT 163 Haviland Garage Addition DATE BY LA i t _ - E b E / 4 _ -____.7_... _� .vim • 7' � r E + � E { M-f { f ,c c + i ff C f + ` I , ; - _ TT IL ..........,.�__ 1 i E i t j NACE t+ P.C. PROJECT RAY WEST ASSOCIATES JOB 47455 SHEET Z OF -3- SUBJECT 163 Haviland Garage Addition DATE BY I WtLnflL 4 � ( r e G I Et` Its 1 ' ( _ t _ __ t f t 7t t .4A _ } _�_ 5 `f . b ... ... Y... p C , �.� � ��-I�.._._�_^....fit-�__�� .�• _3_.;�_� �-�Z�_. �' �-_!_�--_-�-�''_� �.lWsdi_ �__, . _..� _. , ... I .__ .. .. _ ..-4j a �• � �s/jy �y5� 5� ..rFie. vo tom. �. .i `j._ , I 111 `, � t r r I - (J }"A" e � t { I G ILr i } . __ tpe �. .._.l , 3 All J,IA ------------ t- 1( � { f i t 5 t i -7 / ys� SEISMIC DESIGN WORKSHEET SEISMIC USE GROUP 1 building importance-normal(1),important(2),and essential(3) Section 1616.2 SITE CLASS D ) soils criteria-A-F,A is hard rock.Fis peats and highly plastic clays -_� Baseline is D. Table 16.15.1.1 MAPPED SPECTRAL RESPONSE COEFF,0.2 SEC- FIGURE 1615.1,Ss,%G 35 MAPPED SPECTRAL RESPONSE COEFF, 1.0 SEC- FIGURE 1615.2,S1,%G 10 SITE COEFF FOR SHORT PERIODS,Fa,Table Site coeff is a function of site class and mapped spectral response coeff. 1615.1.2(1) 1.6 Adjusts Ss from site class B to other site classes SITE COEFF FOR 1 SEC PERIODS,Fv,Table Site coeff is a function of site class and mapped spectral response coeff. 1615.1.2(2) 2.4 Adjusts S1 from site class B to other site classes ADJUSTED SPECTRAL RESPONSE COEFF,0.2 SEC- Sms=Ss'Fa SECTION 1615.1.2,Sms, 56 ADJUSTED SPECTRAL RESPONSE COEFF, 1.0 SEC- SECTION 1615.1.2,Sm1, 24 DESIGN SPECTRAL RESPONSE ACCELERATION,0.2 Sds SEC-SECTION 1615.1.3,Sds, 37.52 37.52 DESIGN SPECTRAL RESPONSE ACCELERATION, 1.0 SEC-SECTION 1616.1.3,Sd1, 16.08 16.08 SEISMIC DESIGN CATEGORY BASED UPON Sds, Table 1616.3(1) C SEISMIC DESIGN CATEGORY BASED UPON Sd1, Table 1616.3(2) CD a s Permit# Permit Date COMcheck Software Version 3.2.0 Envelope Compliance Certificate New York State Energy Conservation Construction Code Report Date: 10/29/07 Data filename:C:\ACAD\Bay West Associates\bAY wEST.cck Section 1: Project Information Project Title: Building Addition Construction Site: Owner/Agent: Designer/Contractor: 163 Meadowbrook Road Bay West Associates Ethan P.Hall Queensbury,NY 12804 169 Meadowbrook Raod Rucinski Hall Architecture Queensbury,NY 12804 627 Maple Ave Saratoga Springs,NY 12866 518-580-1905 ephall@nycap.rr.com 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.: 2% Building Type Floor Area Storage,Industrial and Commercial 952 Section 3: Requirements Checklist Envelope PASSES:Design 9%better than code. Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or R-Value R-Value U-Factor U-Factor Perimeter Roof 1:All-Wood Joist/Rafter/Truss 952 38.0 0.0 0,028 0.051 Exterior Wall 1:Wood Frame,Any Spacing 1080 21.0 0.0 0,062 0.074 Window 1:Vinyl Frame:Double Pane with Low-E,Clear,SHGC 24 -- -- 0.370 0.520 0.65 Door 1:Solid 21 -- — 0.300 0.120 Door 2:Solid 21 --- — 0.300 0.120 Door 3:Overhead 80 — --- 0.070 0.120 Floor 1:Slab-On-Grade:Unheated,Vertical 4 ft. 90 — 10.0 --- --- (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. ❑ 2. Windows,doors,and skylights certified as meeting leakage requirements. Building Addition Page 1 of 9 ❑ 3. Component R-values&U-factors labeled as certified. ❑ 4. Insulation installed according to manufacturers 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. ❑ 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. 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 3.2.0 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge, belief,and professional judgment,such plans ors dficati a compliance with this Code. Principal Envelope Designer-Name Signature Date Project Notes: Com-check provided for building addition only a t;. tx . Building Addition Page 2 of 9 Permit# Permit Date COMcheck Software Version 3.2.0 Lighting and Power Compliance Certificate New York State Energy Conservation Construction Code Report Date: 10/29/07 Data filename:C:\ACAD\Bay West Associates\bAY wEST.cck Section 1: Project Information Project Title: Building Addition Construction Site: Owner/Agent: Designer/Contractor: 163 Meadowbrook Road Bay West Associates Ethan P.Hall Queensbury,NY 12804 169 Meadowbrook Raod Rucinski Hall Architecture Queensbury,NY 12804 627 Maple Ave Saratoga Springs,NY 12866 518-580-1905 ephall@nycap.rr.com Section 2: General Information Building Use Description by: Project Type: New Construction Buildina Type Floor Area Storage,Industrial and Commercial 952 Section 3: Requirements Checklist Interior Lighting: ❑ 1. Total actual watts must be less than or equal to total allowed watts. Allowed Watts Actual Watts Complies 571 512 YES ❑ 2. Exit signs 5 Watts or less per side. Exterior Lighting: ❑ 3. Efficacy greater than 45 lumens[/. Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting. Controls, Switching,and Wiring: ❑ 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. ❑ 5. Master switch at entry to hotel/motel guest room. ❑ 6. Individual dwelling units separately metered. ❑ 7. Each space provided with a manual control to provide uniform light reduction capability. Exceptions: Building Addition Page 3 of 9 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 greater than 250 sq.ft. ❑ 8. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft. ❑ 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 not on same switch. ❑ 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 New York State Energy Conservation Construction Code requ!Mnents in COMcheck Version 3.2.0 and to comply with the mandatory requirements in the Requirements Checklist. AyJ P �ltihw fAZ7 Principal Lighting Designer-Name Sign re Date Building Addition Page 4 of 9 Permit# Permit Date COMcheck Software Version 3.2.0 Lighting Application Worksheet New York State Energy Conservation Construction Code Report Date: Data filename: C:\ACAD\Bay West Associates\bAY wEST.cck Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Watts Watts/ft2 Storage,Industrial and Commercial 952 0.6 571 Total Allowed Watts= 571 Section 2: Actual Lighting Power Calculation A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp I Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Linear Fluorescent 1:48"T8 32W/Electronic 2 8 64 512 Total Actual Watts= 512 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 571 Total Actual Watts= 512 Project Compliance= 59 Lighting PASSES: •- code. Building Addition Page 5 of 9 Permit# Permit Date COMcheck Software Version 3.2.0 Mechanical Compliance Certificate New York State Energy Conservation Construction Code Report Date: 10/29/07 Data filename:C:\ACAD\Bay West Associates\bAY wEST.cck Section 1: Project Information Project Title: Building Addition Construction Site: Owner/Agent: Designer/Contractor: 163 Meadowbrook Road Bay West Associates Ethan P.Hall Queensbury,NY 12804 169 Meadowbrook Raod Rucinski Hall Architecture Queensbury,NY 12804 627 Maple Ave Saratoga Springs,NY 12866 518-580-1905 ephall@nycap.rr.com Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Type: New Construction Section 3: Mechanical Systems List Quantity System Type&Description 1 HVAC System 1:Heating:Unit Heater,Gas Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : ❑ 1. Equipment minimum efficiency:Unit Heater(Gas):80%Ec Generic Requirements: Must be met by all systems to which the requirement is applicable: ❑ 1. Load calculations per 2001 ASHRAE Fundamentals ❑ 2. Plant equipment and system capacity no greater than needed to meet loads Exception:Standby equipment automatically off when primary system is operating Exception:Multiple units controlled to sequence operation as a function of load ❑ 3. Minimum one temperature control device per system ❑ 4. Minimum one humidity control device per installed humidification/dehumidification system ❑ 5. 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 ❑ 6. Outside-air source for ventilation;system capable of reducing OSA to required minimum ❑ 7. 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. Building Addition Page 6 of 9 Exception:Piping within HVAC equipment Exception:Fluid temperatures between 55 and 105 degrees F Exception:Fluid not heated or cooled Exception:Runouts<4 ft in length ❑ 8. Operation and maintenance manual provided to building owner ❑ 9. 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 New York State Energy Conservation Construction Code requirements in COMcheck Version 3.2.0 and to comply with the mandatory requireme i�s in the Requirements CII klist Principal Mechanical Designer-Name Sign r Date Building Addition Page 7 of 9 COMcheck Software Version 3.2.0 Mechanical Requirements Description New York State Energy Conservation Construction Code Report Date: Data filename:C:\ACAD\Bay West Associates\bAY wEST.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 New York State Energy Conservation Code and must meet the following minimum efficiency:Unit Heater(Gas):80%Ec 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 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 au0orttabcaly 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 bed 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 temperahrce to 55 degrees F during heating and setting up to 85 degrees F during CC'oJlregk) Apr,►to rtr automatieafly set*Q back or shutting down systems during unoccupied hours using 7 different day schedulesc)have an ar.essihle 2-hour otc—cu ant overrided)have a battery back-vp 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::per ate continuously. - Exception:A setback or shutoff r onW is not required on systems with total energy demand of 2 k44(6,826 etuih)cr less. 6. The systcin::rust 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 minunum required leveis- 7 If^: ^� ,aat—. meet►�i"utate-d as follows Not water piping for heating systems: 1 in.for pipes -'. 1,2 it; :,;i;al wiaiticicr 2 in.fui pipes>1 112-in.ifuminal diameter.Chilled water,refrigerant,and brine piping systems: 1 ,n mc,d�iinn fry Wince<=f f••^r_in n .rsot.fi�r^eior f f�^in a c.,iaiinn fnr ninoc-�f f!?_in n moi riivmcicr Ctc�•-•• - f 1'2,n.;nsulat;cn for pipes<=1 1T in.nor,;ina!diafnet'ar 3 it,...3JUNCt;for pipes>1 112;n.r;oannai diumctC'. is not required for factory-installed piping within HVAC equipment. t :Men 5,5 v'e5;rees> and 105 degrees F. Exception Pipc insulation is nut required fur trout piping r;ot exceeding.Rill tetigth;tnd 1 in :it diarfteter betweCn the 8 Opr:ritiorf altd tiiaitRU#iaricti dtx;umelitatiaii must be provided to the owner that includes at least the following information:a) HVAC system control mainterience and cWitiration inforrniatiexi.inCyudiny wiring diagrams,schematics,and col lit sequencr G, 4;+,iiat�-untivi agyixin ,ilr 1renerdsd)curnt>iete nanertive of how eadi system is interred to operate. r; Cr-.:_.....!..r....-.t..-.-t...Ct.,..-,t.-._....-t G,........:........!,..:t0.---t"-:_.-- ... t.......t:. ., twikiety uperaticui and interiot*ed to open as required by fire and smuke detection systems Alt gravity uuiduur air ._;riei Building Addition Page 8 of 9 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. Page 9 of 9 Building Addition ti 6 OTHER LANDS N/F OF `� FAMILY GOLF CENTERS, INC. I.R.F. �y s S82.08' _ - 49"E f 213.32 t , h " DROP ° � a ° 0.3 O AREA DROP INLET L U ° LO 101,359 sq.ft. oo TENNIS 2.32 acres N COURTS roo0 ASPHALT TO BE Z N REMOVED o ❑ DROP INLET 1 ° 582*08' ° p �--- 0 49��E 8 )COS, 188.17 AD 34 C. m 1 P KI � PA ES m � U L0 Q � I ry Y ON a� 0 ununEs a00 O 0 4 Q Z tp 04 4 u DECK _� Y O 3 c� z O 2 a m N Q ® 36 8.48 cn x 7s.s Q N76 0 5j„ s HA w VI1N Dnuns 63.27 -ROAD N79'14.170.W Ld 1 LEGEND: SITE PLAN NO 40-2007 Ld TTEJ APPROVED AUGUST 28, 2007 I.P.F. = IRON PIPE FOUND CONDITIONDS OF APPROVAL I.R.F. = IRON ROD FOUND 1. THAT THE SITE DATA SHEET WILL BE CORRECTED. IQ-, = UTILITY POLE 2• THAT THE REQUESTED WAIVERS BE GRANTED. PARKING CALCULATIONS l = LIGHT POLE ❑ = CATCH BASIN 10,322 SQ. FT. GROSS LEASABLE SPACE PROPOSED 1 PARKING SPACE PER 300 SQ. FT. = FIRE HYDRANT TOTAL REQUIRED PARKING SPACES 34 • EXISTING PR POSED SPACES 3 SPACES O 39 LOCATION MAP 1"=800' Date: FEBRUARY 23, 200 n D u s -UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY scale 1"=50' MAP eEARINc A LICENSED LAND SURVEYORS SEAL IS A Map of a Survey made for VIOLATION OF SECTION 72M.SUB-DIVISION z OF THE NEW YORK STATE EDUCATION LAW.' Sc S t e v e s 'ONLY COPIES FROM THE ORIGINAL AN THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYORS SEAL SHALL SURVEY BE CONSIDERED IN BE VALIORI) TRUE COPIES. BAY WEST ASSOCIATES LL C S 1 'CERTIFICATIONS INDICATED HEREON SIGNffY THAT THIS SURVEY WAS PREPARED RI ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED 3 9-06-07 APPROVAL NOTES Land Survey ors BY THE NEW ORS. STATE ASSOCIATION OF SMALL RUN TLAND THEPPERSON FOR SAID iHE SURVrYi5 PPREPPAARED..AND 2 7-10-07 PROPOSED ADDITION p�� ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL afi-.G I 1 OF 1 New York 12804 AGENCY AND LENDING INSTITUIMON LISTED HEREON.AND Town of Queensbury, Warren County, New York 169 Haviland Road Queensbury, TO THE ASSIGNEES OF THE LENDING INSTITUTION.' 1 12-8-00 PROPOSED SIGN BAY WEST (518) 792-8474 New York Lic. No. 50135 NO. DATE DESCRIPTION DWG. NO. 86672—BW c� a c� n a i d C m LOCATION OF TRUSS TYPE CONSTRUCTION PLACARD. PLACARD TO BE INSTALLED IN ACCORDANCE WITH en D PART 1264 OF 19NYCRR. SIZE, SPECIFICATION & TEXT o 51" ' OF SIGN TO BE DIRECTED BY FIRE MARSHAL. SIGNS TOcn 13'-8' 13'-4 6' BE LOCATED IN ACCORDANCE WITH TABLE 1-1264 AND IN CD LOCATIONS SHOWN ON THIS DRAWING. 0 REVISED PER BLDG. 29 OCT.2001 D i DEPT. COMMENTS OL - ------ ------------� i 14'-2" 13'-10" of No. DESCRIPTION DATE :z t I ao REVISIONS t f ----------------------------------4-- ---------------------------------- Cl i � o i i I ■n/. N Lo LL o Ln 1 i ILn W� ru (ow 1 , i aCD Z� >.WO LINE OF i i V Z o I i THICKENED i FLOOR SLAB o z i I t f J uo i i i i I J00 o E ��o i i 1 LINE OF CHANGE 1 Q = °, o 0- IN FLOOR SLAB i I = - mZ rno as o�c02 I � � —to lu P w w ulo 5g omr� STORAGE GARAGE vNCoco azo FLAT SLA PITCHED SLAB - ch 0 oo ° m - _ o u x'a 0 Wof N p _ t Ofw (00 >�w dam' N tal��tr•�� WORK IS TO BE AS SHOWN & --� NOTED AND IN ACCORDANCE I i I 0 CL!AANEL Di- i WITH MANUFACTURER'S ! , = o , RECOMMENDATIONS, TRADE 1 ' 0 I I 1 ASSOCIATION PUBLISHED ' Q Z ODEL L -_JRECOMM GENRALLY ARECOMMENOCEPTED LOCADFB AL ra CONSTRUCTION INDUSTRY I I PRACTICES. i t I I I I i i t f f COMBINATION " DBL 2x10 BEAM EXIT LIGHT d� 3-0 x 6-8 W/DBL 2x8 KNEE INSULATED METAL EMERGENCY LIGHT. BRACE BELOW I i i INTERNALLY ILLl1MN�lATED W EXTERIOR �� I 1 1— WITH BATTERY BACK—UP DBL 2x10 TIE I I , (TYP. 2 PLACES) DROP TOP OF ; DROP TOP OF» I rj N INSULATED METAL _ FDN. WALL 16 FDN. WALL 21 I _I 2x6 RAFTERS (2) 11 7/8 AT DOOR LOCATION AT DOOR LOCATION AT 24' O.G � �ALF � LVI.'s HEADER I I i i I SISTER TKO ROOF I I t----- ---------------------------�-- --------- -----------------------� , TRUSSES Mcu I -E i 2x6 RAFTERS AT 16" O.C. �„ i ------- -------------------------------- -------------------------- ---- : s f c� 10'-3" 1 -11 » 4 CONC. PAD AT EXTERIOR 10-0 x 8-0 OVERHEAD DOOR I DOOR WARP PAVEMENT AS NECESSARY DBL 2xW/DBL 12x8 KNEE 1P4 BRACE BELOW 1��1 " 18'-11 ' 7'-1" 0En FOUNDATION PLAN 1/4"=1'-0" 28'-0" O r"'! DBL 2x10 TIE CONC. PAD AT EXTERIOR +.a DOOR WARP PAVEMENT AS NECESSARY FLOOR PLAN 4) 0 LATERAL WEB BRACING AS SPECIFIED BY TRUSS MFR. (� BOTTOM CHORD BRACING r"'1 LEGEND & NOTES c cd OF QUEENSBU Y PARTITION BETWEEN GARAGES & STORAGE SPACE TO HAVE 5/8" FIRE CODE x TRUSS TO GYP. BD. ON GARAGE SIDE OF WALL AND 1/2' FIRE CODE GYP. BD. ON C1 2x DIAGONAL BRACING AT EACH BUILDING & C T. LIVING SPACE SIDE OF WALL GARAGE CEILING TO HAVE 5 8" FIRE CODE LINE OF LATERAL WEBS BRACING - BU GYP. BD. IN ALL INSTANCES. / AT EACH GABLE END - ALSO AT ROVIOW �Y' �1 INTERVALS NOT EXCEEDING TWICE OR ; - STUD WALL — 2x6 AT 16" O.C. AT EXTERIOR & BETWEEN GARAGE & STORAGE O THE HEIGHT OF THE TRUSS. NOT WALL BETWEEN STORAGE SPACE W/FULL THICK INSULATION. LESS THAN ONE LINE OF DIAGONAL AND GARAGE AREA — 2"x4" AT 16' O.C. AT INTERIOR BEARING WALLS. BRACES ON EACH WEB. Sao 9N — 2'x4' AT 24' O.C. AT INTERIOR NON—LOAD BEARING WALLS TREATED SILL PLATE 6ufpNn au1 WON aa'�''��'�" WITH SILL SEAL , a�,, p , ;'.''.� FRAMING IS WWPA SPF9 EXCEPT AS NOTED. END WALL OR LATERAL WEB BRACE M Neu u&,�lu,� aafn�rfta - 750fb - 1,100,000 E GABLE TRUSS 1/2 ANCHOR BOLTS TRUSS AT 6'-0" f1� 1'� J tn� i ffb 2�no - >s o.tz --I APPROX. 45' raY 'a, INDICATES MEMBER, SIZE & SPACING. nnn STORAGE AREA �Ittiy;�;,E �� _tos INDICATES BEAM SIZE. PARTIAL SIDE VIEW FLOOR SLAB �� m A9 MALT AaPREGNATED ® POST - SIZE AS INDICATED. IF NOT INDICATED POST IS TO BE 2"x4" OR APPROX. 45' < JOINT FILLER - + 2"x6' TO MATCH WALL & EQUIVALENT IN NUMBER TO BEAM BEING SUPPORTED. ®� TRUSS > k _ _ _ � 1�.n� �� FRAMING LUMBER SIZES ARE BASED ON WWPA GRADE SPF No. 2 EXCEPT AS NOTED. LUMBER IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. LVL MEMBERS ARE BASED ON BOISE CASCADE VEISA-LAM. THICKENED HAUNCH 2 BY BOTTOM FLOC CAB N TRUSSES TO BE FABRICATED IN ACCORDANCE WITH DESIGNS & DRAWINGS 1 -0' PREPARED BY A LICENSED ENGINEER OR ARCHITEO: GROUND SNOW LOAD 70 sf. A `'c CHORD BRACE (PITCHED TO DRAIN TO DOOR) S REQUIRED P EXT. WALL LEVER HAND1-E BEARING LENGTHS & FRAMING CONNECTORS TO BE SIZED TO DEVELOP FULL ON p,t.L PASSAGE DOOR STRENGTH OF MEMBERS. .` z CAD FlLE NAME ETHER INTERIOR OR PROM OP T ,_ Fri ACAD\BAY WEST'�A-1 W H NTERIOR BEARING WALLS. ;: �' EXTERIOR DOORS Q SCALE THICKENED FLOOR SLAB DETAIL ALL DOORS To ADA COMPLIANT HARDWARE WI vElt HANDLES a�p� o , AS NOTED DRAWN BY 3/4"=1'-0" 2 BY DIAG. ENVELOPE COMPONENT PROVDDEC DRAWING TITLE BRACES ® EXTERIOR WALL R-21 EACH END PARTIAL PLAN VIEW ul ICE ROOF CEILING R-38 FDN. & FLOOR KRM PAPER INSULATIONt1ST FLOOR — " ' FOUNDATION WALL R-11 PLANS, TYPICAL TRUSS BRACING COVERED BY NOS-CON'OUS I ERl.E �'"`` � SLAB EDGE INSUL R-„ LEGEND, NG R-3 1/8" = 1'-0" NOTICE ENTRANCE DOORS R-3.0 .MO. & DETAILS BRACING DETAILS ARE GENERIC IN NATURE. IF BRACING DETAILS ARE PROVIDED BY TRUSS MANUFACTURER CONTRACT SHALL FOLLOW TRUSS MANUFACTURER BRACING DETAILS FOAM INSULATION MUST BE C�I`�'E�,� pRAWINc No. IN LIEU OF THESE GENERIC DETAILS BY A 15 MINUTE THERMAL BARFF I .