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2004-790
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF -OCCUPANCY Permit Number: P20040790- Date Issued: Tuesday, November 15, 2005 This is.to certify that work requested to be done as shown by Permit Number :P20040790 has been completed. Tax Map Number: 523400-296-011-000 1=040-000-0000 Location: 13- BAYWOOD Dr Owner: JEFFREY &DEBRA FOSS Applicant: JEFFREY & DEBRA FOSS 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, 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: P20040790 Application Number: A20040790 Tax Map No: 523400-296-011-0001-040-000-0000 Permission is hereby granted to: JF,FFREY&DEBRA FOSS For property located at: 13 BAYWOOD Dr in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: JEFFREY&DEBRA FOSS 13 BAYWOOD Dr Commercial Addition $55,000.00 QUEENSBURY, NY 12804 Total Value $55,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency OUALiTY BTJTLDERS KEVTN HANNA-696-4753 NY Plans&Specifications 2004-790 Lot 2, 13 Baywood Drive Additional 650 sq. ft. Commercial Addition(one floor only)to be used For Gymnasium and Therapy Pool $100.00 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, January 27, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To of Qu nsbu T s y, January 27, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement BuRding Permit'Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761.8256 A permit must be obtained before beginning construction. permit File No. 0 No inspection will be made until applicant has received a Fee ptd ' $ valid building permit. All applicants' spoons on this Rec.Fee Paid $ application must be completed and must appear on the Reviewed By: application farm. Applicant: ' 6,fR " SS owner: C' �r Address: ILIrvvi, -An U� Address: 9 p a c Phone#( ILL-MCI, Phone#( ) Property Location: Lot Number.a/ House Number-L42-/ SubdivisionName: Tax Map Numb — :o New Building: residence /commercial 'Estimated Market Value of Construction: ione HIV Addition: residence commercial If ah Addition,what will us f new additi (a Alteration: residence! ocmniercial a No change to extedor size: residence/com'l PA ;o Otherwork(dosedbe Check OccupancyInformation 1 Floor r° Floot� Other floor Totaq.ft, sq.ft. : sq.St. Square Feet o Sin a thxrlil dwellin �Zr a Two famil dwellingr o Townhouse o Multifamily dwelling gU/Jp )F #of units / _ - Office o Mercantile o Maaiufaoturin 0 1 ear dstached ge 0 2 car detached eme O 3 car detached pmgo _ 0 1 oar attached garage 0 2 oar attached page O 3 car attached pmgo o Storage building- commercial . v Storage building- residential 0 other What is the proposed height of the structure feet inches Will any second hand or ungraded lumber be used? If so,for what? Type of Heating System: electric/ oil / s waod /forced hot air/ baseboard/other: Number of F-Ireniaces to be installed Number of Woodstoveq to be installed List below the person(s)responsible for supervision of work as regards to building codas: ' -- --�- Name Address- Phone Number Builder Qi e Plumber '7 9a,59 70 (Mason n IBlectrician I adgjL�j p`eclMgon; please signbelow after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described promises and that all piovisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that TJwo shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requestodby the Zoning Administrator or Director of Building and Codes,an 9s Built Survey by a licensed surveyor;drawn to scale,showing actual location of all new construction. Signature: �I.L�l J 1tLyowaer,owner's agent,architect;contractor ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS _ Compliance Methods:Part 5 -Acceptable Practice Method- 1&2 Family Dwellings o p p y g (only Part 6*-Thermal Rating-Component trade Offs 1&2 Family Dwelling Multi=Family Dwellings(3 Stories or less) cT Part 4*-Design by Component Performance,Commercial Building OF 8.2004 * Rise Residential U/(® �U"6 N U Requires submission of worksheets Np C �E y APPLICANT'S NAME: PROPERTY LOCATION- , V�S5_s i 3���Tw o o c� cry PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area- to 6t) square feet 2. Type of heat- Electric . Oil Gas Other 3. Is building mechanically cooled? i yes No 4. Percentage of area of windows and doors =/ Over 17% Under 17% 5. R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R VALUES AS SHOWN ON PLANS SUBMITTED: a. Roof R 3 Q b. Exterior walls R 'a _ C. Glazed areas R d. Exterior doors R C. Floors over unheated spaces R 30 f. Edge of slab on grade(heated building) R g. Basement/cellar walls(above grade) R h. Basement/cellar walls(below grade) R i. Heating/cooling-ducts piping in unheated space R 6. Service(domestic)hot water heating device Conforms to minimum efficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140-WILL NOT BE EXEEDED A licant's Signa ire Date Phone Number - of-o 95 7793-�51W- h/ INSPECTOR'S REMARKS: 1 Commercial Final Inspection Deport Office No.: (518) 761-8256 Date Inspection equestecei : Queensbury Building&Code Enforcement Arrive: am/pDepart: ui a 742 Bay Road, Queensbury,NY 12804 Inspector's tial e NAME: —� �CDS-_ PERMI #: ©b-T` LOCATION: I DATE: — 1 COMMENTS: Y N NA t7 � Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finis Grade Complete 6"in 10' or Equivalent r Interior/Exterior Guardrails 42 in. Platform/Decks �-- Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—3 8 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 Stoclaoom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s .ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors 'Ceiling Fire Stopping, 3,000 s . ft. Wood Frame 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 Ram /Handrails Continuous/12 in.Beyond 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 Sid ' / ble Surface 20' wide Okay To Issue Temp. o Permane'nt C/O Okay To Issue C/C Last printed 6/3/2003 0:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection re est re eived: Queensbury Building&Code Enforcement Arrive: a p Depart: pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initial . NAME: V- PERMI - LOCATION: ����DATE COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location P Vent Throu h Roof 6"/'[hoof Complete Exte ' Finish Grade Complete 6"in 10' or E ulva en Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks C F 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 1 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 I _ Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stoclaoom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z 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 sq.. ft.Wood Frame Attic Access 30"x 20"x 30"(h), Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed } �� Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Dv - Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ram /Handrails Continuous/12 in.Beyond Active Listening System and Signa e Assembly Space . Final Electrical tw%bkt Site Plan/Variance required 6 Final Survey,New Structure/Flood Plaincertification,if re 1��11� As-built Septic System Layout Required or On File 1 16 � 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 C��LQ Okay To Issue C/C Inspection Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Re port.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspectio reque rece' ed: Queensbury Building&Code Enforcement Arrive: am/pr. Depart: �'t . a m 742 Bay Road, Queensbury,NY 12804 Inspector's In tials- NAME: PERMIT _ , LOCATION: DATE: ` — —L !, COMMEN S: Y N NA Chin-me /"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/hoof 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 re uired 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 Okay I 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/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 L U Public Toilet Room Handicapped Accessible I Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ram /Handrails Continuous/12 in.Beyond f `ti✓ Active Listening System and Signa e Assembly Space Final Electrical J Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File l �� 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 CIO Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection re uest jeid- pQueensbury Building&Code Enforcement Arrive: Depart: 742 Bay Road, Queensbury,NY 12804 Inspector's Initia s: NAME: SS PERMIT 2 c LOCATION: =� �� DATE: ,C-D C; COMMENTS.- Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/hoof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent -%y 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 door . ft. NTIC— lr\t3�—: All Doors 36 in. ever Han manic 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 Okay J Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum � .Jli� Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers .A Va Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stock.room/Storage/Receiving/Shippnig 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" p a Smoke Vents Or Fan,if required Ni's 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 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 101 Building Access All Sides by 20' 1 Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\Pamw\Building&Codes\Commercial Final Inspection Report.doc t Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received: Permit# C D INSPECTION ON: -0-5 Name: _AM PMjANYTIME Location: APPROVED N/A YES I NO COMMENTS EXIT ACCESS _____ EXIT ENCLOSURE x �------------ EXIT DISCHARGE .f MAIN AISLE WIDTH y dl SECONDARY AISLE WIDTH �.' iCV EXIT SIGN-NORMAL e � EXIT SIGN-BATTERY - EMERGENCY LIGHTING !,r FIRE EXTINGUISHER HUNG 0 Vic) `r" FIRE EXTINGUISHER INSPECTION FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM �.. FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS ISLAND HOOD INSTALLATION INTERIOR FINISHES STORAGE _ COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION �A, FIRE LANE 111 1 A) F.D.SiGNAGE-UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN , OTC THIS DATE ,� FO ® NOT OK INSPECTS B COM DEV/C HRIS JM/ORD/LETTERS2001/F IRE MARS HALT NS PECTIONREPORT11022 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Rough Plumbing / Insulation Inspec ion port Office No. (518) 761-8256 Date Inspection rreqQueensbu.ry Building & Code Enforcement Arrive: part: i a742 Bay Road, Queensbury, NY 12804 Inspector's INAME: �' P6V N-710 LOCATION: ` INSPECT ON: 5- L+ —or:)— TYPE OF STRUCTURE: YY 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 �f 50 P.S.I for 15.minutes `� Insulation,/ Residential Check/ Commercial Check Proper Vent Attic Vent Duct / Hot Water,Piping Insulation ` If required unheated spaces C `i._ Vbp,- R, Combustion'Air Supply for Furnace VIA vj—� V�oLL Duct work sealed properly / No duct toe COMMENTS:(✓ LAPam Whiting\Building&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection r -uest r cei Queensbury Building& Code Enforcement Arrive: am/pm De rt: L� ' 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: PERMIT#: 79 0 LOCATION: 7� INSPECT ON: .— TYPE OF STRUC URE: Y N N/A rmingaC®MMENTS Jack ds/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 % (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 snow shield 24 inches from wall Fire separation 1, 2, 3 hour FY e wall 2, 3, 4 hour irestopping 1 7 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/Bedrooms3({, 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re u st r ce`?1. 5 05 Queensbury Building& Code Enforcement Arrive: a� pm 1 part: a am/ in 742 Bay Road, Queensbury, NY 12804 Inspector's Initi I � - NAME: �I # PERMIT#: LOCATION: Q>A1A,(cV _ :1_") lQ-:F_ INSPECT ON: S �� TYPE OF STRUCTURE: Y N N/A COMMENTS Framing 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 -- C Headroom 6 ft. 8 in. d Notches/Holes/Bearing Walls — _ v Metal Strapping for Notches Top Plate ) v 1 %2(w) 16 gauge(8) 16D nails each sideL Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemin-Way\Building.Codes.Inspection.FORMSTFraming Firestopping Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requ0st received: Queensbury Building &Code Enforcement Arrive: a epart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: C) --7 NAME: v` U PERMIT#: LOCATION: G. INSPECT 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�cpncrete. Mp;e iial.s for this purpose on site. undation/Wallpour Reinforcement in Place , Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/ Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil p2ly.for wet areas under slab Backtll Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exte for R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Repoit.doc January 28,2003 13 Foundation Inspection Report Office No. (5 IS) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/p Depart: i ni/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: � qWa_ �� PERMIT#: o4 :- LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments 1 N/A otings Piers Monolithic Slab Reinforcement in Place The contractor is responsible or providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation.Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. 1,:1SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Town of Queensbury 742 Bay Road, Queensbury, NY 12804 Building & Code Enforcement Building Permit# '7 Oc>y-1--79 Phone:(518)761-8256 Date: \0 — Q—D►� .Fax: (518)7454437 Email: codes@queensbury.net Dear.7190& BRIO Your building permit application has been reviewed and found to be deficient in the following areas: wl - p EV3 ERGA Nl o C A 0K-) T o L Epw e These details need to be added to or noted on both sets of plans. Please feel free to contact this office with any questions regarding this matter. Since y, B LD & D CE L:\SueHemingway\Building.Permit.FORMS\deficient building p it Jan 2003.doc I LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW. 1. Area 1perease Based Upon Frontage And Sprinkler Increase. Frontage'Increase: If= 100(F1P-0.25)W= Answer in % 30 Note: If= 75%when 4 sides accessible&water available Allowable Area: A.=Aw.+ + Aw =Answer in Square Feet (BC-Pg. 74) 100 100 2. Exit Capacity Calculations (Table 1003.2.3)(BC-Pg.202) . (Occupancy Load for Exit)x (Egress Width per Occupant)_ (Required Width) 3. Snow Loading Calculations. (ASCE 7-98)(Eq, 7-1)(pg-69)& (Eq. 7-2)(pg-70) (ASCE=American Society of Civil Engineers) Pf=0.7CeCtIP9= Flat Roof Snow Load Where: Pf= Flat Roof Snow Load. (Calculated Above,Answer in#per SF) Ce= Exposure Factor (BC-Table 1608.3.1)(Pg.297) Ct=Thermal Factor (BC Table 1608.3.2)(Pg.297) i I = Importance Factor (BC-Table 1604.5)(Pg. 287) P9= Ground Snow Load (BC Fig. 1608.2)(Pg.296) PS= CSPf=Sloped-Roof Snow Load Where: PS = Sloped-Roof Snow Load CS= Roof Slope Factor (ASCE 7-98)(Pg. 70) 4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98) 5. Seismic Calculations. (See page 10 of this list) 6. COMCheck calculations (For verfication of compliance with the Energy Code) JAM Page 7 of 10 8. GRADE PLANE: A reference plane representing the average of finished ground level adjoining the building at exterior walls.Where the finished ground level slopes away from the exterior walls, the reference plane shall,be established by the lowest points within the area between the building and the lot line or,where the lot line is more than 6 feet from the building, between the building and a point 6 feet from the building. J 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggregate floor area of not more than 1/3rd of the area of the room or space in which the level or levels are located. (Mezzanine area does not contribute to the building area or the height in stories but does contribute to the fire area, aggregate area).. 10. SMOKE BARRIER: A continuous membrane, either vertical or horizontal, such as a wall; floor, or ceiling assembly, that is designed and constructed to restrict the movement of smoke. (Required to have a I hr. Are rating): 11. STORY ABOVE GRADE PLANE: Any story having its finished floor surface entirely above grade plane, except that a basement shall be considered as a story above grade plane where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above the finished ground level for more than 50%of the total building perimeter or 3. More than 12 feet above the finished ground level at any point. JAM Page 9 of 10 J/VL.Llalt YaalS a-.lava b� vVwvv aava.ar U_5_Department of Energy Office of Energy Efficiency and Renewable Energy armg=llg YOU a prosperous future M4 ere @r?ergy is char},abundant,reliable,and affordable fg tws tho U.S Dap.rt,•perft OtErargy Your resource for tools to :`. �: . Search for: facilitate energy code compliance, development, Try the new REScheck-Web online adoption, implementation, and code compliance tool! enforcement. JE_ ry "Free Software Downloads REScheck REScheck for Mac . ........... COMcheck-EZ Compliance Tools News & Events _ _ Residential (REScheckk 2003 National Workshop rry' Commercial COMcheck Setting the Standard Newsletter µ a ul ing Standards Calendar of Events REScheck Package Generator Latest Proposed Code Changes Training Tools Implementation Tools Training Presentations/ Orders DOE Determinations State Training Events DOE Assistance Consumer Education Resource Materials Energy Codes Glossary Status of State Energy Codes On-line Training Tool Now Available! See our new on-line training tool to learn the basics of complying with the 2000 International Energy Conservation Code (IECC) using the REScheck tools. Tech Support Webmaster EERE Home Security&P►ivagy U.S. Department of Energy Last updated: 28 June 2003 �"://www.energycodes.gov/ 7/l/2003 Envelope Compliance Report Proposed New York State Energy Conservation Construction_Code COMcheck--EZ Software Version 2.3 Release 1 Data filename`C:�Program Files\Check\COMcheck-EZ\COMcheck compliance report---Orthopedic&.Sports cck Section li-Project Information Project Name: Addition to Orthopedic&Sports Rehabilitation Designer/Contractor: Tanya L.B.Bruno,Architectural Planning Consultant.. Document Author: William E.Montgomery Jr.PE Notes: None Section 2: General Information Building Location: Warren' New York ' Climate Zone: 15 Heating Degree Days(base 65 degrees F) 7635 Cooling Degree Da s ase 65,.de ees F 380 Building Use Method of Compliance: Activity Type Method Activity Tvoe(s). Floor Area Medical and Clinical Care : , 651 Project Description.(check one):,' . New Construction' -"-Addition Alteration Unconditioned Shell'(Fite Affidavit) Section 3: Requirements Checklist Air Leakage,Component Certification,and Vapor'.Retarder Requirements •Inspection - ' .'APproved. . : Initial Date ' ` (Y All joint sand penetrations are caulked;ga§keted, weather-stripped;or otherwise sealed Fireplaces installed with tightfitting non-combustible fireplace doors Dampers integral to the building envelope are equipped with motorized dampers .. . Cargo doors and loading dock doors are-weather sealed Recessed lighting fixtures are.sealed or gasketed Windows;doors;and skylights certified as meeting leakage'requirements Component R-values&Wactors labeled as certified` Vapor retarder installed Climate-Specific Requirements Gross Cavity -: Cont. Proposed Budget Component Name/Description Area R-Value R-Value U-Factor: U=Factor Roof 1:All-Wood Joist/Rafter/Truss 651 32.0 .. 4.0 0:029 0.051 Exterior Wall 1:Wood Frame,Any Spacing 568. 21.0 2.0 0.055 0.074 Window 1:Vinyl Frame,Double Pane with Low-E- Clear,shgc,0.60 61 - - --- 0.320 0.520; Basement Wall 1: Solid Concrete or Masonry>8" Furring:None,Wall Ht 4.0,Depth B.G. 3.0 72 - 10.0_, 0.085 . 0.098 Floor 1:All-Wood Joist/Truss 472 30.0, 2.0 0,031 0.042 Floor 2:Unheated Slab-On-Grade,Continuous 10 --- 2.0 -- - (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 33%better than code„ Section 4:'Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit applicat ion...The proposed envelope system has been designed to meet the Proposed New.York State Energy Conservation Construction Code requirements in..COMcheck=EZ. = Version 2.3 Release 1. Princi al Envelo e i P P finer- ame ignature ate ,OQROFESS/py9` sal` �31419 �FTHf STAZE��� 11/17/2004 07:11 518-745-1351 ORTHO&SPORTS REHAB PAGE 62 Orthopedic And Sports Rehabilitation PHYSICAL THERAPY SERVICES 13 BAYWOOD DRIVE, QUEENSBURY, NY 12804 (518) 761-0850 November 17, 2004 John O'Brien Code Enforcement Officer 742 Bay Rd. Queensbury, NY 12804 Dean'John, This letter is to confirm that the pool supply room is only to be utilized for storage of towels and floatation devices to be used for therapy_No pool chemicals will be stored there. If you have any questions, please contact me. Sincerely, Debbie Foss From: <TBrunoConsultant@aol.com> To: <debbiefs1 @adelphia.net> Date: 11/1/2004 9:22:24 AM Subject: letter in mail November 1,2004 Jeffrey&Debra Foss Orthopedic&Sports Rehabilitation 13 Baywood Drive Queensbury,.NY 12804 RE: Office Addition to Accommodate Therapy Pool Dear Jeff& Deb, Bill Montgomery will not be back in town until November 13. 1 will take a look at the structural calculations necessary for the permit, however, he will need to do the actual calculations and stamp them. I will work on the Comcheck. In the past 1 have been able to complete the Residential.Energy Check, but I do not know if a stamp is required for the Commercial version. I will also provide Queensbury Building &Codes the Endless Pool Catalog Cuts. I understand that Deb will be letting the building department know that the storage room is for aquatic therapy equipment and towels. Thank you, Tanya L.B. Bruno Cc: John O'Brien, Code Officer William Montgomery, Jr. P.E. CC: <codes@queensbury.net> OrfhoRed4e � S,00rll5 geAzb ' s /S BayWoch Dei ve- 6ueensbar y j V y ENDLESS POOLS Ir \ b Ij'1' 51 rf Ya,f 4 t J" . 6 f t } / Technical icationsSpecif x . 1 F Ir$§ • �``�4J 4 �� � tY4 F "` : 1'r 1 L. � a bAhu r � i rz Itn of rr jl I ,uY•. ti r:ti, { ti S t i} January 2003 200 E. Dutton Mill Road, Aston, PA 1 901 4 Tel: 6 1 0.497.8676 Fax: 6 1 0.497.9328 www.endiesspools.com swim@endiesspooIs.com Basic Components for. the Standard Endless Pool TM: Technical Specification N.. . 7 Standard Endless Pool TM Components: Schematic-Diagram GENERAL NOTES: WATER QUALITY 5Y5TEM: The: W05 should be`kept FRONT PANEL ACCESS: The power unit, which from freezing, and should be located no more than creates.-the swim current, and the water'quallt I'-O" above the pool's water surface and'no more system; which filters, heats,'and purifies the water, thcn 5-04 below. Maximum distance from pool.Is 15'. connect to the Endless"Pool at the front panel. Leave enough room above and in front. of equipment. Access to this panel must be maintained. to effectively service It. V-O" minimum vertical clearance Is required to remove the filter cartidge, DRAINAGE: Endless Pools, Inc;cannot stress enough the necessity of drainage at the site of.Indoor POWER UNIT: The PU should be located in a sheltered pools. Floor drains or sump systems should be location. Maximum distance from pool Is 15'. Call located at both the pool and water quality system. EPI for Information regarding constraints of lengths greater than 50'. POWER.UNIT. (SEE GENERAL NOTES) a HYDRAULIC HO5,E5 WATER OUALITY SYSTEM (SEE GENERAL NOTES) O DRAINAGE I %2° PYG PIPE O" 14' (Alt.,Lengths 12',.15, 15', I6) PROPULSION HOUSING 0 UNDERWATER BENCHES o �; o. s PLAN 50ALE: 701 . - PRAINAr— Endless Pools;Inc. -, - Date:5102 Basic Components for the Standard Endless Pool TM Technical Specification tio. 1 .2 Standard"Endless Pool Tm- Dimensions PANEL 0 r7 PLAN . SCALE: 516'=I'-d ... 6�Y2 X1 SIDE WALL 5ECTION SCALE: 5/5"=1'-01! -211121'' 6" 14" CLEARANCES FOR.. <ACCE55 REQUIREMENTS 5 IMMER :Access must be " . .maintained to:the control . rrr connections at the front. . ' t panel-of the pool:for the O m skimmer; return;drain; to and valve,assembly. RETURN, HYDRAULIC FITTINGS If'opptional jets.and/or ADDITIONAL SUCTION-W/ , IIghts are,selected; 4ET OPTION clearance For access SUCTION must also be maintained here. Contact Endless Pools Inc. for.details. . ,..;FRONT WALL ELEVATION I2° . . Endless Pools, Inc. Date:,1103: Basic Components for�the Standard Endless Pool TM.: Technical Specification No. i .3 Standard Endless-PoolTM: Structural Elements and Cutouts, Isometric CORNER SUPPORT PIECE_ INSIDE-CORNER LINER HANGER SUPPORT . RETURN CUTOUT. AIR BUTTON CUTOUT VALVE SHAFT EXTENSION CUTOUT 5KIMMER HYD IC-HOSE CUTOUT ON atT 5 I 0 �0 TION CUTOU JET'SUCTION OPTIONAL TEN51ON STRAP ANCHOR 5Y5TEM 6 �< Endless Pools, Inc. Date:5J02 Basic.Components for..the Standard Endless Pool TM.. T,dchnical.,Soecificp"tion .No 1. .4 Standard.Endless Pool-Tm: Aboveground:.Configuration;"Section LINER,HANGER TOP.FLANGE,NO COPING SHOWN AVV 2" RIGID FOAM INSULATION;,SUPPLIED - BY OTHERS, ZEE=BRACE:(THREE v OR FOUR PERi PANEL DEPENDING ON SIZE717 OF,PANEL) 26 MIL PVG LINER WITH e)" INSULATING vim, Q FELT BENEATH J ; 5112E BENCH/nATER RETURN..STAINLESS IL STEEL CHANNEL OPTIONAL.TENSION STRAP \ SMOOTH, LEVEL CONCRETE FLOOR (BY OTHERS) j SEE TECHNICAL. TO_ P'REINEORGING ;PROPULSION �' . SPECIFICATION 4.1,•" CHANNEL ASSEMBLY 717 717 5ECTION-A-8 SCALE: 11/2 OPT16NAL:TEN510N., A POOL " . .STRAPS BENEATH PANEL "LI NER Endless Pools, Inc.7, bete:5102 Basic Components for the Standard Endless Pool TM: Technical Specification NO.'. Standard Endless Pool T"':.Bottom Flange-Anchor Bolt.Detail > : ZEE-BRACE GALVANIZED STEEL PANEL NOTE: Bottom-Flan e,anchor TOTE.- EPI cannot-be 9 responsible for the, bolts can.only be;used when : integrity the anchoring .access to bottom Flange during system used, ag the: installation Is possible.. See - system is reliant on'the:. Techn(cai eclFication Sectlon 5p . quality of the-con6rete- 3 for alternate anchoring . " Boor and the-anchor details.. bolts,.used. 32 51VX! ANCHOR BOLTS Bottom Flange, : u 28-MIL"-PVC LINER, Oz `i w -4t Z I/b" .INSULATING POOL FELT. 4 4. 4 a a BOTTOM FLANGE ANCHOR BOLT DETAIL SCALE: FULL SCALE .. MINIMUM.ANGHORING PLAN Endless.Pools,Inc:; . . Date:5IN' Basic,Components for the Standard Endlessr Pool TM Technical Specification No Standard Endless PodTm:- Front Panel Detail VALVE ASSEMBLY ON/OF KNOB OPTIONAL'. AIR BUTTON .. SNIM-CURRENT GAUGE SET 50REW (5/64 al len,wrench) 'SUPPLIED LZ z.z SMOUNTING U_ u. < �- 00 .: (to A55TD Controller for power-unit):. COUPLING (5 , alien wrench) HYDRAULIC LINE DIAMETER, LO LOW PRE55URE o - HIGH PRESSURE LINE (to hydraulic LINE (From motor: hydraulic moJ. tor)'; VALVE 71 BRANCH;TEES " � .LOW-PRE55URE H05 (to power E' unit) .:HIGH HYDRAULIC.H05E ELEVATION s/4° DIAMETER SCALE: b I'=0" (from power-unit) FRONT,FANEL OF POOL, 51101, N DETAIL , = : KEY-PLAN Endless Pools, Inc psi® s�oz Basic Components for.the Standard Endless Pool T"': -'.Technical Specification No 1.7 Standard Endless Pool T". Equipment.Plan an.d.Elevation. ; These components canibe arranged to fit-dlFFerent spa6es. 36".minimum vertical clearance is required to remove the filter cartridge. Suitable.drainage must.be provided at:.both the Endless Pool and:water gyallty system. `All electic.components must,be:located and Installed"by a licensed local.electrician in 6ccordon6e wlt}i applicable codes. WARNING: ALL GIRCUITS.MU5T.BE GFI PROTECTED. Hydraulic low 5 HP electric motor,. pressure,'. (I "pphase, 220V connection from 220V 5.5 KW electric heater. An o tionol 50,,000 23AMP) -pool propulsion.ssembJ pto . BTU natural-gas.or propane heater with eleotronio y• ignition,can be ordered in Ileu of,electric heater.. power unit. . Hyydraulic Gauge Fluid Filter Flow control 50 5F Cartridge Filter. Float/level switch located behind Pumpp`;Strainer manifold Basket, ® Relief,:Valve: n IIOV"3/4HP Lift handles, : Hose Bib ' P ulatmg H draulic Fluid Union. p . y Hydroul,ic high Ball'Valve Reservoir pressure , connection from .5u6tion Line power unit to pool from pool . Breather/fill cap'dip propulsion Mounting Base �; skimmer and. stick level indicator. .assembly: drain Return.(pr.essure) line to pool 220V, 5.5 KW:electric heater.-An optional 5Q,000 BTU ncitural'gas or: ,propane heater.with electronic -5 HP electric motor-' ignition con'be ordered in lieu of fIOV, 3/4HP (I phale, 220V; e ectric heater: 23AMP) ° ,, ating.,Gircuf 00 Pump. 00 ® ; Float Unio Mounting-Bose , switch connector r Li Ft Handles `50 5F ;Cartridge ;7Filter. .,- Hydrau fluid Pum Strainer 0 0®� o o reservoir Baspet. Hydraulic low Hydravlc.high Union- :pressure ' pressure connection_from connection from Return Suction':Line pool.Propulsion power-unit'to pool Valve . from 'pool assembly to propulsion.. ,(pressure skimmer and over unit. assembl - Q Ime: to pool .'> _ p y ..drain Hose .Bib ' TIMER AND-.5WITGHED GFI OUTLET SUPPLIED:BY EPI FOR CIRCULATION PUMP,NOT SHOWN -POWER UNIT; . WATER QUALITY SYSTEM SCALE: 11"4770" SCALE• Endless Pools, Inc. Date:5t02 Basic Components for.the Standalyd Errdless'PoolT"' Technical Spec�fication,N. 1 Standard.:Endless.PoolT"'::- Electrical Requirements ; The entlre•Endless Pools,system is i Tl Ilsted,',Ref *2& riq and c.onForms to UL Standard #1563 Individually, all - electV.rical'.components of the:Endless Pool are UL or:GSA approved _ All/.electrical components are Ul_ or SGA listed Gautlon All electrial work should be perFormed by a licensed locdl e'Iectrlcian.Jn aGcordan a with all a 'licable bodes Y. pp WARNING: ALL`GIRGWITS MUST BE GFGI PROTECTED` , . �s - - „ . . :.'.. LIiltO 2001TN i.. 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ELECTRICAL REQUIREMENTS FOR;OPTIONAL JETS, LIGHTS;:AND COVER PUMP I10/220 VOLT5 - A5 MULTIC, -, - 1. OPTIONAL JET.!PUMP 20/15 AMPS SERVIGE -�,".,:.,,::::i.,-.,,,-"'..,�-,�."i`.II':.:.�,r,.-a:I,;",l-�..l,�:,..,�1,�..1-,'-l..1,.;:,I,,�,'.I.,',',--, LEN CORDON I10.volt :15 AMP ,'.,�:,.i q�-,-.'.,7 i�,-:'--:.,.1-,;'.,'..-,.,'-�1(...--.�.,._I..�....-�.�.'�7,::.::,,.,-'�",.�:-�.I 6-,I,�_'�;:,..1.-.,-..,��..,,:...!:-"-,,._�.:�I_.�,��-1 a.-i.-.�.,_:-,a r�,"-_.--,....,:I.,:.I�..�-�.........,.,�.-�.��:'..a::�I."�,1.".-,;-.L-.�-:"�I�:,....,�..:-.II--.,...Y..:-1I.:-,,:II.�,a_.:,.-,.-.,`.��',�,.-�:.�,---�':-,...,,-m-,p-�-_'`"...4-.1.�.,,--'..:,.-,�,,'�,L'.�,--I-..I�'��-a�:r�.,I�':�.a��.1_-..,�..-a,-,..-,_�:,,_'-."I.,-I"r;...',..a:1..-��*��."-.1..;....:,i�-.,-���-�-,a-1-I�,:�,,._;.i:�_.�_:�_,:.,�-_-__�-�.:_I�si-'�aA�.�I.'i�,"-r.:�,`-_-,-.i,,,_.-I- .;r.�-,_.,�.�1...--._.:�_,__-a..'a-.�*,'..:,I-_;"��._1 aI-:1-�.-_-,;��I...�,..,,,',.:�.'a.-.- G On%OfF ontroller.. 220 volt, t0 ANtR Air Activated, Button Pootside ,: 110, VOLTS -P' SWITCHED GFI OUTLET -P OPTIONAL LOW VOLTAGE 5 AMPS SERVIGE Pr ed by 40th Ovid ers L I GHTS 50 Watts' Each 116. VOLTS - - GF-I. OUTLET - OUTDOOR COVER. PUMP.: ,'AM SERVIGE Provided by'Others° (Wlth Qptlonal Retractable Secu.. Cover) w.�.��%;,.,.1.� I.,-".'�":..::.,,_._-' �_a.I��..,_.m_,I�,i.a,:,�,.�,-I,,,,-.,'�.'m"��.-..-',.-�..c'�.',---I_,--.'.�,���-, :',a;".��-:..--_,;..-. 1I-,:.�'a 21 7. I..', 8�MP - — ,. . 4. - .. r. , I I ''I - : % . _ . �, , ' ' -, �.— , , a .. % _�,i:',.,� � ! �.a"' , , : , — , " - ", a,- , _ ,, ,, ,...�. " a, — I - . - ,� `. . . ,., ,. .;, .��, — -.� a a . - , . , . , . . ;�� . 1. �:.��; _:,i .,:, — � ... .. _ _ , , ,,,, 7 ' ' . _ . _ " . I .. . — ., .. . . � __ - . —, .1 _ ..,�,, " � , :a ". , . -I . .,:. . -t , _ , - , - — , a , — ..- -__ __ ,_, -i-, : .,;� I ,. ; t � :� , ,, ,� I I �!� .: , ? � .. , ,I ,. , , I. I - � ",� �a, *.--._ , - , � �� I- :—.—, i,-..,,.�:_� ,�,.'..", .,; � :�: .,I-. a " . � . . . , , _ . .'' ,,,:�' 1"". -- ' ' , , .'' * I :,.�:. - -1 . 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I � : , - :1.: - - , , , . ' . . . � . a — - I , .. - . . -ia, c � _ , I . , __ __ — - , - . . . — . ..:, Endless Pools, Inc - . Date:W02 Alternate Configurations.for.the Endless Pool TM. Technical Specification No: Z. 10 Possible.Configurations of-the Endless;Pool M Standard Death Endless,Pool Endless :Pool with Deeper Area - Pool Panel Pool Bench,'A UV . Concrete Earth CONFIGURATION I (see diaggram 1.2) CONFIGURATION b (see diagram,2.4' Aboveground pool with 3'-b" wall fully exposed. Aboveground pool with.3'-b wall fu exposed. Decking } CONFIGURATION 2 r, CONFIGURATION I' . Partially In-ground'pool using raised decking Partially In-ground pool using raised decking. . :. Decking . I II. IID 1AYII II II II 11 IL CONFIGURATION 3 CONFIGURATION 6 - Fully ln=ground pool with decking Fully in-ground pool with.decking. raised to top of pool panels raised to top of.pool:panels. CONFIGURATION-4 (see diagram 2:2) CONFIGURATION Q (see diagram 2.5) Partially In-ground pool requiring Partially In-ground pool requiring some excavation.' . some'excavation. CONFIGURATION 5 (see diagram 2.3) CONFIGURATION 10 (see dlagram'2.b)' y: Fully•in=ground-pool.requiring Fully ln-ground pool rectulring excava on for entire pool. excava Ion for entire pool: } Endless Pools,-Inc.. :Date:5102 Alternate Configurations.for.the Endless Pool TM: . Technical Specification No.2.5 Deeper Area Option .Partially Inground: Configuration.9 141-moll --�`_I I - ---------------------------=---------=----- STANDARD ENDLE55 POOL- . . _ I '— 5WIMMINCG AREA VXI' DEEPER AREA I -TOP VIEW k 50ALE:y4u-l'-0" MAINTAIN A MINIMUM OF„IS" HORIZONTAL ACCE55 TO"THE WATER LEVEL IE.TECHNICAL — TOP 18 OF THE FRONT:PANEL s SPECIFICATION 9.2 p :rt :,.. VARIABLE-DEPTH 12EEP END. \ FLOOR DRAIN:' OR SUMP - ' i. 15'-1 51DE VIEW. . : . CLEARANOE5:'FOR SCALE:Y4"=1'-0" .:AGGE55 REQUIREMENTS: Access must be ` PZF.TECMICAL . .maintained-to:the-control CAn IPIoN s.I . ..,connections--at the front panel"of the pool,for the skimmer, return;"drain, and valve assembly. NOTE: IS" of access to- the rear.-and:side panels Ix Is required IF.,lights t: and/or.Jets are installed:. Lights and ` jets.are always Installed : .l n the"top half.,.of,-the pane(. 5oth:II hts and F lIets fit under the 6 y2" Iq 5'-0" 12" Eop:flonge of"the:pool '. 8'-2" panel. - END' VIEW.(Facing :Front.,of Pooi) SCALE:y4"=1' 0 r Endless;Pools, Inc. Dace:10/02 . , Detail Sections for Alternate Pool Configurations . Technical Specification.No. .3. 1 Partially Iriground_Endless PoloIT"':.Side Wall; SYNTHETIC COPING; (REF:"TECHNICAL BULLETIN#4.FOR DETAILS;&SECTION 5 FO R:ALTERNATE;'., COPING.DETAILS) 1 . LINER HANGER NOTE: 2 X 6 STUD SECURED TO Z-BRACE 18"clearance required AI SUPPORTING FINISH,SUPPLIED BY on pool sides containing =OTHERS optional.jefs and/or lights. Access must be maintained 'SIDING FINISH,SUPPLIED,BY r for periodic service. OTHERS 211.RIGID.FOAM.INSULATION,GLUED TO OUTSIDE.OF,PANEL(NOT SHOWN); i _ _ _ Lo 2„ - SUPPLIED BY OTHERS °v I SIDEBENCHNVATER RETURN q ; 6D I STAINLESS STEEL CHANNEL a ° 4 ° 28 MIL PVC LINER WITH INSULATING FELT BENEATH ° • d ° .•SMOOTH LEVEL CONCRETE FLOOR b . n ANCHOR BOLTS. MINIMUM (SHOWN);TENSION': CLEARANCE: STRAPS,OR.' REQUIRED CONCRETE COLLAR.; SECURING BOTTOM SECTION A A POOL PANEL FLANGE 111 oil ; PROPULSION . ._; ASSEMBLY 6. K., EY PLAN- Endless Pools;Inca: Date 5/02 .' , . Detai[Sections for Alternate Pool Configurations Technical Specification No 3.2 Partlally Inground Entlless PooIT^" front Wall _,: '-,,�_��-':.--�'I.I_-.'%,-..-��,_._��_�_J��_`'...-..:.-,I:,,%_.-,,�.-:.�,�.:I,1�,-./'....:t-,,��-I,- ;. -'r „ SYNTHETIC COPING (Ref Tech,;Bulletin#4 for', 18" (MIN ) - detail &Tech Spec Section 5 I. ate for altern coping details) ,.. . LINER HANGER REMOVAB' SIDING AND FLOOR ACCESS STAINLESS-STEEL GRAB PLATE . BAR SECURED TO PROPULSION HOUSING FLOOR RECESS _ , MAINTAIN AMINIMUM = 11 SKIMMER QF 18".OF HORIZONTAL. :ACCES.S:TO TOP 18",- I ,. THRU WALL FITTINGS QF FRONT PANEL FINISH,SUPPLIED BY , 17" 011 HERS e „ °v' ° ° °v I 24" MAX a. _ °a I 28 MIL PVC LINER WITH oa : INSULATING FELT BENEATH ° ° '< °a o, ° i '• °° ,.p b ° , a :L, ° ° > b D .:a ° ° p $MOOTH,,LEVEL CONCRETE ._- A� a :.. : 11 ° ° ° ,°, ° 12 ° OOR(BL,O E,RS) - ;- :. FL . TH . FLOOR DRAIN POOL=FRONT.CLEARANCE ; OR SUMP NECESSARYFOR PARTIALLY ANCHOR BOLTS:(SHOWN), INGROUND INSTALLATIONS- TENSION STRAPS;OR CONCRETE COLLAR SECRI CONDUITTO-ANGILLIARY EQUIPMENT BOTTOM FLANGE CONDUIT IS REQUIRED"FOR ;: �.,2 Hydraulic Hoses (3%4" Diameter), SECTION A A i flexible conduit without joints, weep 1 �" 1'"0.`' bends,wht3re required •'2 Water Quality System Lmes .• ( 1 1/2"-"PV,C; chedule 40,'2"O D) 2 Optional Hydrotherapy Jets Lines;; (1 1/2";PVC,Schedule 4Q 2".:O D) PROPULSION , e-Power;for Sump( supplied by others) or optional Aights ASSEMBLY •.1 Spare line A A :- ,:. I. ;KEY PLAN Endless Pools;Inc -: Date 5/02 . . Detail, ections for Alternate Pool Configurations Technical Specification No - .� ; . . . Deeper:Area Endless PooIT"',Side:Wall - . REINFORCING CHANNEL . , LINER HANGER I. I I POURED CONCRETE OR BL .. . O CK WALL II 2"RIGID FOAM INSULATION: s . . (NOT SHOWN),SUPPLIED BY OTHERS'• . .. - . I. < ,i .. . .. (Y I STAINLESS-STEEL BENCH c j.. 1 I " I ANCHOR BOLTS,ANCHOR I I 'BOLTSWITH BLOCKING 1. I I ANGLE,OR CONCRETE COLLAR SECURING BOTTOM FLANGE. 1, L I -DEEP-END WALL FINISHED I .— I FLUSH:WITH'WALL OF ; -"BENCH,USING CONCRETEOR. I . . a p % _ . • D o b CONCRETE-BLOCK WALLS ,. s. IAI-. ., .f 7"Min >• AND;EASINGTHE EDGE TQ .. d ,-0 CLEARANCE ': e° PROTECTTHELINER ;' ° - PARTIALL e ,A• ? Y . INGROUND �- 28 MIL PUC LINER WITH (Ref:Tech 1.2" i. a INSULATING FELT BENEATH Spec;3 2) MIN I a 3<. 9" to 1.8" o CLEARANCE _ ° .-: a .�. a,,. FULLY INGROUNDt '' s (Ref Tech ; ,: . � . Spec 3.3) r :..REINFORCING . ° 1, •SECTION A-A CHANNEL ; - 1,1 1 011 ` _ . ... DEEP END _ - y' t, T � s .ti � � ,. "A a " x � . :, . t , - :i,-::,!-.,�, .,,::: � -:..t-.,,-::,,,,-,-,�,-�ti,-:,7"�,�.,. :. ,. � , . i t . : . . 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I N TE: EPI cannot be-, responsible for the I GALVANIZED integrity of th6anchoring I STEEL PANEL system;used-as the.-_ _ I :t system as reliant on:the gtlality,of the:concrete - I - floor 8-MIL PV C - - LINER i 1/8"GALVANIZED -I STEEL NGLE I 3 1%2° BOTTOM FLANGE 3/8"X 3"ANCHOR BOLTS . I .I J d,.��.. '. 28 MIL P1/C 1/4" 1/8, ,;1. _. LINER OVER RETURN INSULATING: LEG OF POQL FELT BOTTOM :`. ,��.'-.,..-�;�-,I:�.,,.�.:,;I:,:-�-", FLANGE 1, �. ..� .` - e. D a e ° ° o Q p �: $ a o d ° ° �7= a �9; v f o0 0 D. ° ° -; = � ° i , g a a ° .� I. �� o ° ° D. DETAIL`: PULL SCALE - Ir ;MINIMUM ANCHORING PLAN USING BLOCKING ANGLE Endless Pools,lnc Date 1062. . Alternate Anchoring Details Technical Specification No 4..3:' :.Endless PooIT"'.<Bottom Hange:.Concrete'.Collar.,Detail NOTE >". EPI cannot be resopm,:le,for the�inte`grity of the anchonngsystem used, as the system ,. r is reliant on the"°strength of the:retaining wall.Against:which-the concrete collar will : . bear. ,_ . . - , - - - ZEE-BRACE . . GALVANIZED - I STEEL PANEL , . ., V o - .I ,.:; ,II . I - f • , v .e..D -- v D 3 1/2" 8 p 0 ,:.I,.'_�I,';:.-,�..IrL.r�,:.,�%::--",.7 v• I .'�;:'..�,*.:,-_.:,r—��,�..,.,i.,,.*.,�I`,-,w��,,.....,,,;�.-._..--*...---,i.;�I-'..,�,,,�..'..,.III',�.:.�..,,...�:-,_.I.-.4,:..:,,.".,,-,'.-i.�...,-��.�.,,,��.'.�--."�.I,-....-.�r."".:�-,.--:-..--..,,��--,.-,,-;..-�,*:%�.--.!.,....�I I,_�I.*:�,I*.'.,..,.,r....-..r...r�.I_, :.I1,II1..r.�.,;-;I-�...4,.-'1,r�,-1:I--.�-,'.:L'.,_..1--,,I�`.-,"-.',.-,:�,..-...".�":-,-..: 28 MIL PVC LINER OVER:.1/8" --,.,-.-�,L.-'.--1�- I. ... .. INSULATING ;' P L FELT 00 {' v :..:.:.:. >� - r v * 4 �. D, B 6 0 16 6. e ` n ,Y� Q D .� P o. '. 4 .: e.:o De o '= Q `a 0 d' $' -• e ,. , , •.D. 0 0 0 o a' a o -o D a:: �.. D ;o o �. ` & v. o I�, a o . e . =D - -� ,. a DETAIL D , ¢ NO SCALE Concrete collar against solid retaining wall for f ,: inground or partially;ingrourid pools. We recorrimend using:Sakcrete?".^ at discrete.,points i around.pool perimeter`after panels-are bolted and ` , d —► . _. . . , . .. .. . . . , I. _. MINIMUM ANCHORING PLAN Endless Pools,Ina ` oate sroz . , . .; Options :' Technical'Specif 6 ication No. ..7, Optional,Full. Depth Stalr PIT REQUIRED FOR THRU WALL RETRACTABLE CONNECTIONS FOR THE SECURITY:COVER • SKIMMER RETURN AND TRACK ` HYDRAULIC HOSE SHALL COPING OCCUR AT FRONT PANEL i i 1�-5. BENCH I''-. �-OPTIONAL COPING I DEEPEND. ALTERNATIVE 10•1 FULL-DEFH • .,: . PROPULSION .I. I ; . 39 WATER DEPTH 3 TEP LOC TION HOUSING a'r sib 1'S BENCH I . I 2'-0' V-6'�L. HANDRAIL PLAN.VIEW HANDRAIL: 5178 :Person' Tat o: FINISH BY WATER LINE 2 1/2 +/-COPING j. OTHERS. 9%2 3/8 91/8 / ' PROPULSION HOUSING a/6�•' /a� "' : •:: �. I �.: 15: . e OPTIONAL • I ... . DEEPEND _ LONGITUDINAL:SECTION HANDRAIL . . .RETRACTABLE • SECURITY COVER TRACK P' 2 ROPULSION UNIT&GRAB BAR',:: 0 0 - - Ei co TRANSVERSE SECTION • I : ' Endless Pools,Inc:;_ Date s/o2`' ;' All State Contracting Corp. 5 Scenic Hill Way Granville New York 12832 Tel. 518-642-3100 Fax 518-642-3911 Fax Cover Pape 1 of 1 Fax — 792-1335 Date: April 28, 2005 To: F. W. Webb, Attention Harry From: Millie A.S.C.C. Subject: Quote ; Ventilation System Memo: Dimensions of pool; 91/2 x 11 x41/2 deep, Total 900 gallons. Temp. of pool ; 85 degrees Windows,and Exposure; 3 windows 2ft x3ft ,side by side, western exposure. 1 window, 18inches x3 ft, northern exposure. Voltage; 115/208 Harry, could you please fax this quote over to me ASAP, this morning Thanks Millie, ASCC, t ' All State Contracting Corp. 5 Scenic Hill Way Granville New York 12832 Tel. 518-642-3100 Fax B18-642-3911 Flow, Example diagram only-duct configuration may change depending on model Fully Dedicated System �- J • Stale air drriwn from key areas of k� home(bathroom,kitchen:laundry) • Fresh air supplied to main living areas • HRWERV must be balanced . i /V/Vi4; 14s ri ry C O, I_ . 2�v✓rs �o L A 1 A-- {'J Selecting the Correct HRV I The home ventilation system can, be Nuflex Weatherhoods sized usiIlg fool.-counts of by using A superior Underwriter's Laboratories Canada(ULC)listed Class A pair of these meshed(1/4")exterior HRV duct termina- whole-house ventilation.USlllg-a. 1 Duct.Uninsulated often used as replacement for galvanized tions are normally used to resist entry of small animals,rain duct.Insulated required for venting to outdoors. and snow.Available in white 5",6"and 7"diameter with whole—house ventilation rate of 0.3 special insulated flex terminations. ACH. Air Changes per Hour) the Techgrille"'' Specialty Grille HRV cfin has been determined for Provides the finest quiet air diffusion avail- rI_ Hinged kitchen exhaust grille easily able.Easily adjustable(rotating)opening ) l Ilips open for access to washable CI1C f011O\vlll�hOf11L'S�(baSelllellt- ' t'" ? allow for precise air flow balancing ' P g 1\--/ � aluminum grease filter, fits 6"x 10" included in calculations: throughout any room.Sizes to fit in 4",5", opening.White in colour. 6"and 8"ducts.Cool white in colour. " Condominium-800 sq.ft. 800 sq.ft.X 8'h = 6,400 cu.,ft. 6,400 cu.ft./60 I06 cfin 106 cfin X 0.3 ACH = 32 cfin Bungalow-2800 sq.ft. 2800 sq.ft.X 8'h = 22,400,cu.ft. 22,400 cu.ft./60 = 373 cfni Ld._�E_== 373 cfin X 0.3 ACH = 112 cfin Two Storey-4,000 sq.ft. 4,000 sq.ft.X 81 = 32,000 cu.ft. 32,000 cu.ft./60 = 534 cfin. 534 cfm X 0.3 ACH = 160 cfin Two Storey-5,500 sq.ft. 5,500 sq.£t.X 8'h = 44,000 cu.ft. 44,000 cu.ft./60 =733 cfin _- mow f 733 cfin X 0.3 ACH = 220 cfm Lifebreath offers a complete line of HRVs to meet a wide range of ducting and capacity requirements. • - ficgio d��Pdrfi)�r-ma�'nc-e Model No. 95MAX 155MAX 200MAX MAXTPOP 200ERV 195DCS 30ODCS Airflow W9(Pa) CFM(L/S) CFM(L/S) CFM(L/S) CFM(L/S) CFM(L/S) CFM(L/S) CEM(L/S) .1 (25 PA) 89(42) 159(75) 212(100) 196(93) 195(92) 203(96) 265(125) .2(50 PA) 78(37) 152(72) 203(96) 188(89) 185(87) 191(w) 260(123) .3(75 PA) 64(.30) 144(68) 193(91) 178(84) 175(83) 182(86) 250(118 A 0 00 PA) 36(17) 135(64) 180 85 165 8 160 6 167 9 235 117 .5 125 PA N/A 122 58 166 8 149(71), 145 6 155 3' 220 104. Effectiveness @-zs•c 801% 83% 79% 83% N/A 87 io 87% Defrost TVDe Recirculate Recirculate Recirculate I Recirculate N/A Damper Damper, Dimensions " 24.5x18.5x16 19x33.62x14.75 19 x 33.62 x 14.75 25.5x22.5x26.5 19x31x14,75 19x49x14.75 19x49x14.75 HxWxD(in.) Electrical All units are 5 specdl20VAC/60HTZ/1 Phase All units have a 5 year warranty on parts;lifetime on the heat exchange core,except the 200ERV which is 5 years for both. Options:All above units are capable of operating via-remote lou,voltage controls.Check shop drawings and accessories for details. March reserves the right to stake changes without prior notf tcation. Introducing the Integrity Endless Hot Water Heating System by Rinnai. It Not Only Heats Up Your Water; It Heats Up Your Profits Too! Rinnai �_a I N T E G R 1 T Y •.Set Temperature - e REMOTE CONTROL _,/fir ■ Digital Display wY __. endless hat ater s s(em ,- T G•UnOn 96°-180°Settings t ■ Diagnostic Display .44 ro Liz�:?+C *w-Z'S� - 1 C'e��^.ke A '•U � � f si .: 'v ` e-f 'f tt 7�' ■ �'si,$fit 's+z F ♦ � 'K 7 j � j e �'`r :t _ 0. j - .It ,j . 5`,,�- "T�',,.*r6 ."'�h.. $'�`'T •t, z�£s ..,� x L .^ �r ys'',-� ^FNi� s -.r i .s.- Y`s� c k. Lq} -+-o •.f- _ 4 � �:4;t.�,��•3 R4*3 �,�r£z x ,,-"aY' .r�.g � ts:•�'- c ��'•>C t- �" u.7� STD {'��. �� fT J,aShrS� t�'t�,� ♦ y.' ,L���,J �, f..er �' Model 2532WC External Commercial Model 2532-FFU C Internal Commercial FEATURES FEATURES ■ 15,000 to 199,000 BTUH Capacity ■ 15,000 to 180,000 BTUH Capacity (No Pilot Light With Our Direct Electronic Ignition) (No Pilot Light With Our Direct Electronic Ignition) ■ .5 to 8.5 Gallons Per Minute Delivered Endlessly ■ .5 to 8.5 Gallons Per Minute Delivered Endlessly ■ Uses Either Natural Gas or Propane ■ Uses Either Natural Gas or Propane ■ External Installation With No Indoor Combustion ■ Internal Installation With No Indoor Combustion Air ■ 9" Depth, 14" Width,24" Height ■ 9" Depth, 14" Width, 24" Height ■ Easily Installed ■ Easily Installed CABINET CABINET ■ Heavy Gauge,Textured, Gray Powder Coated Cabinet ■ Heavy Gauge,Textured, Gray Powder Coated Cabinet VENTING VENTING `�.. ■ External - No Venting Required ■ Internal - Direct Vent WARRANTY WARRANTY ■ Exceptional 5-Year Limited Warranty On The Heat Exchanger ■ Exceptional 5-Year Limited Warranty On The Heat Exchang, ■ 5-Year Limited Warranty On All Other Parts ■ 5-Year Limited Warranty On All Other Parts F. W. WEBB COMPANY Quote 3 HIGHLAND AVE Date Number TEE#N HURC518Y792Y1128 4 05/02/05 8129560 FAX# (518-792-1335) TO: ALL STATE CONTRACTING CORP ALL STATE CONTRACTING CORP 5 SCENIC HILL WAY 5 SCENIC HILL WAY GRANVILLE NY 12832-4938 GRANVILLE NY 12832-4938 (518-642-3100) FAX# (518-642-3911) cust # customer Po# Release# Quoted By Date Re 113076 ORTHOPEDIC S&R JTR 05/03/05 PAGE 1 OF 1 -------------------- r... .�..-----_ - ._�___-___ ----------------------------------fe Quantity Description ------_Net-Price Exten Ln# ----- -----------------------r------------- ------------- -____* 1 VENTILATOR HEAT RECOVERY 200 LFB200MAX (164615) -- _ 1 #HUMIDISTAT LFB99-250 5618106) 1 * DEHUMIDIFIER 65 PINT _r_e , 3) CFABHD651 (92109) 1 * HTR WTR COMMERCIAL NAT GAS RIN2532FFUCN (257420) 1 * KIT VENT STD F/2520 & 2532 FFU RINSVDK (257556) 1 * VALVE POPPET 3/4 150 * 011917 '; = WAT3L-34 (28625) *** NUMBER OF DAYS QUOTE VALID IS 15 * * PLEASE REFERENCE QUOTE # 8129560 FOR INQI#RIES OR ORDER OF ABOVE MATERIAL MAY2004 PROJECT DESCRIPTION: O o ONE STORY WOOD FRAMED OVER CRAWL SPACE ADDITION TO A LOCAL PHYSICAL THERAPY OFFICE IN ORDER TO ACCOMODATE A THERAPY POOL AND INCREASED THERAPY AREA. co PROJECT LOCATION: ZONING INFORMATION: a TAX MAP#276.11-1-40 PARCEL IS ZONED MR-5. 13 BAYWOOD DRIVE OFF OF BAY ROAD MIN.LOT SIZE 10,000 sf'LOT IS 32,703 sf TOWN OF QUEENSURY,WARREN COUNTY,NEW YORK 12804 s MIN.LOT WIDTH 80 FEET MIN.FRONT YARD 30 FEET ASSOCIATED SURVEY BY VAN DUSEN&STEVES,LAND SURVEYORS,LLC MIN SIDE YARD 10 FEET DATED NOVEMBER 20,2002 AND SEPTEMBER 22,1990 60-7-11.101296.11-140 MIN REAR YARD 10 FEET Z Z O PARKING CALCULATIONS 0 PARKING SPACES REQUIRED: EXISTING: PROPOSED: H 0 DENSE HEDGEROW AND LRG I SPACE PER 300 sf OF GROSS SQUARE FOOTAGE -J TREES ALONG REAR PROPERTY LINE 16 16 i -1 N 2,975 sf+300=9.9-+10 SPACES 2 HANDICAPPED 2 HANDICAPPED LU co a CONTINUE PERIMETER OF STONE DRAINAGE AROUND BLDG ADDITION. 44 —--—-- (n CL >, 32-S 40'-8' � ' 55'-4�" � 13'-5" REAR SETBACK DOWN-HILL, PERMEABLE $LO Lu°� �. � I SIDE SETBACK U fn ;; 1 j 16'-0" NEW ADDITION d w —ELECTRIC METER MOVE AROUND CORNER OF BLDG O o 0 EXISTING SEPTIC SYSTEM 0 Ix I �I 58'-0" a XISTING 6' OF STONE DRAINAGE Q; EXISTING OFFICE BLDG / � 26'-8" rn XISTING GAS LINE TO REMAIN ./ N ' 4 I I -----------� NNr--------------- DOWN—HILL, PERMEABLE SLOPE___ 0 Z c .o 48-8 II 24'-6" DRIVING LANE EXISTING /.• co I C� EXISTING LOT i� 13'_o"�e'-o'� SIGNAGE /' m a TO REMAIN AS—IS / Lv jj CATCH BASIN CATCH BASIN H m ? E NORTH r 18'- / ca O © 0° 20'-0' i--i -'---'-------------I OI:wr /1 iJ;n.,„... .3r ++ I 'f �__� -J C CD !!-------COPPER SERVICE LINE i USE OF THE CONSTRUCTION DOCUMENTS ASSOCIATED WITH THIS PROJECT WITHOUT CONSULTANT KNOWLEDGE r--Y r--i ISPROHIBITED.THESE DRAWINGS AREINSTRUMENTS OFSERVICE Lj CATCH BASIN CATCH BASIN i. AND MAY NOT BE ALTERED,REPRODUCED,COPIED OR USED FOR BAYWOOD DRIVE -- - CONSTRUCTION WITHOUT WRITTEN PERMISSION FROM TANYA LB.BRUNO,ARCHITECTURAL PLANNING CONSULTANT. Mo _ INO 10 MAY 2004 PROJECT DESCRIPTION: o g T ONE STORY WOOD FRAMED OVER CRAWL SPACE ADDITION TO A LOCAL PHYSICAL THERAPY OFFICE IN ORDER TO ACCOMODATE A THERAPY POOL AND INCREASED THERAPY AREA. LU PROJECT LOCATION: ZONING INFORMATION: TAX MAP#276.11-1-40 PARCEL IS ZONED MR-5. 13 BAYWOOD DRIVE OFF OF BAY ROAD MIN.LOT SIZE 10,000 sf*LOT IS 32,703 sf TOWN OF QUEENSURY,WARREN COUNTY,NEW YORK 12804 MIN.LOT WIDTH 80 FEET I MIN.FRONT YARD 30 FEET ASSOCIATED SURVEY BY VAN DUSEN&STEVES,LAND SURVEYORS,LLC MIN SIDE YARD 10 FEET DATED NOVEMBER 20,2002 AND SEPTEMBER 22,1990 60-7-11.10/296.11-140 MIN REAR YARD 10 FEET Z Z O PARKING CALCULATIONS 0 i=- 0 PARKING SPACES REQUIRED: EXISTING: PROPOSED: I,— DENSE HEDGEROW AND LRG 1 SPACE PER 300 sf OF GROSS SQUARE FOOTAGE J Q TREES ALONG REAR PROPERTY LINE Qo 2,975 sf+300=9.9 10 SPACES 2 HANDICAPPED 2 HANDICAPPED W m O CONTINUE PERIMETER OF STONE w af DRAINAGE AROUND BLDG ADDITION. U_ 0 • 3' 32'-8 40'-8" a 55'-416 13'-5 REAR SETBACK DOWN-HILL, PERMEABLE SLO� ~ SIDE SETBACK U CO ------- ---_;i m 11" PRop.osE�`:Aop`:- 16'-0" NEW ADDITION W W a � `,..>;::';;:;',.>'- —ELECTRIC METER MOVE AROUND CORNER OF BLDG O O --------------------- ---- _ _ _ o_ i a i EXISTING SEPTIC SYSTEM 0 Fil1 58'-0" d XISTING 6' OF STONE DRAINAGE 38'-0" 0, EXISTING OFFICE BLDG /• M 1 1 26'-8" ti J C XISTING GAS LINE TO REMAIN 04 No 1 / C Lo ------ DOWN-HILL, PERMEABLE SLOPE Tn II / C } O Z F` 48'-8" ii 24'-6" DRIVING LANE EXISTING / E � SIGNAGE � 'moo .• ) n7 c EXISTING LOT ;;1 13'-o"�s'-D'X ='�/ � 2 a 5 TO REMAIN AS-IS !! f�� 1 NORTH 00 '° > CATCH BASIN / m 11 CATCH BASIN = •1 r v 18'-0" 20'-0" --1 J - '----- ----------�--� o M) V Zj vJ L..—..—. 1..— .� —..1�...—..— ..—..—..—..—..— ..— —•--••—..—..�' / f�� -A ca 0� Y1.51 30' F- Q 1 �----COPPER SERVICE LINE r „� II 1 USE OF THE CONSTRUCTION'QOC.UMENTSASSOCIATED WITH THIS PROJECT WITHOUT CONSULTANT KNOWLEDGE CATCH BASIN I IS PROHIBITED.THESE DRAWINGS ARE INSTRUMENTS OF SERVICE CATCH BASIN B AYW00 D DRIVE -- AND MAY NOT BE ALTERED,REPRODUCED,COPIED OR USED FOR CONSTRUCTION WITHOUT WRITTEN PERMISSION FROM TANYA L.B.BRUNO,ARCHITECTURAL PLANNING CONSULTANT. Pe mber Envelope Compliance Certificate /D eNew York State Energy Conservation Construction COMcheck-EZ-So$ware Version 3.0 Release I Data filename: C:\My Documents\CADDWGS\FOSS PT OFFICE\Untitled.cck Section 1: Project Information Project Name: Addition to Orthopedic& Sports Rehabilitation Designer/Contractor: Tanya LB.-Bruno;Architectural Planning Consultant Document Author. Tanya L.B.Bruno%William E. Montgomery Jr. PE Notes: This COMCBECK is m updated versioff of 8-31-04 submission Section Z: GeneraI Information Building Location(far weather data): Warren, New York Climate Zone, 1-5 Heating Degree Days (base 65 degrees F): 7635 Cooling Degree Days.(base 65 degrees F): 366 Project Type: New Construction Window/Wall Ratio: 0.08 Building Type Floor Area Medical-and-Clinical-Care 622 - Section 3: Requirements Checklist Bldg. j Dept. Use { Air Leakage,,Component Certification,.and Vapor Retarder Requirements [ ] 1 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. ] 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R-values & U-factors labeled as certified. [ ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors. 5. Stair, elevator sha$vents, and other dampers integral to the building envelope are equipped with motorized dampers. ] 6. Cargo doors and loading dock doors are weather sealed. [ ] 7. Recessed lighting fixtures are: (i)Type IC rated,and sealed or gasketed; or(ii) installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R- alue R-Value U-Factor U-Factor Roof 1: All-Wood Joist/Raffer/Truss 770 38.0 0.0 0.028 0.051 Exterior Wall 1: Wood Frame, Any Spacing 658- 21.:0 -0:0 0:062 '0:074 Window"g": Vinyl Frame:Double Pane with Low-E Cleat; SHGC 0.33, PF Or.17 17 — — 0.280 0.520 Window"h": Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.33, PF 0.12 I 17 -- --- 0.280 0.520 Window"i": Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.33, PF 0.07 17 — — 0.280 0.520 Window��j";Via. Pane with- Clear, SHGC 0.33, PF 0.07 . 8 — — 0.280 0.520 Window"k": Vinyl Frarrre Double-Pane with Low E Clear, SHGC 0.33, PF 0.11 5 — — 0.280 0.520 Window"l": Vinyl Frame:Double Pane with Low=E Clear, SHGC 0.33, PF 0.15 5 — — 0.280 0.520 Window"m": Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.33,PF-0.25 5 --- -- -0.280 . -0.520 Window"n": Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.3-3, PF 0.25 5 _-- =- 0.280 0.520 Window "o": Vinyl Frame:Double Pane with Low-E CIear, SHGC 0.33, PF 0.25 5 -- — 0.280 0r.520 Interior Wall 1: Wood Frame, Any Spacing 380 21.0 0.0 0.061 0.120 Basement Wall 1: Solid Concrete or Masonry<= 8" Furring: None, Wall FIt 47.5, Depth B.G. 40.0 2193 - — 10.0 0:088 0:098 Floor 1: All-Wood Joist/Truss 622 30.0 0.0 0.033 0.042 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code'requirements. Envelope PASSES: Design 15%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ- Version 3.0 Release la 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-ofhis/her knowledge, belies; and professional judgment, such plans or specifications are in compliance with this Code. Ta�ya &a,-)o �cr zoos Principal Envelope Designer-Name Signature to Permit Number Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 3.0 Release la Data filename: C:\My Documents\CADDWGS\FOSS PT OFFICE\Untitled.cck Section 1: Project Information Project Name: Addition to Orthopedic& Sports Rehabilitation Designer/Contractor. Tanya L.B. Bruno, Architectural Planning Consultant Document Author: Tanya L.B.Bruno/William E. Montgomery Jr. PE Notes: This COMCHECK is an updated version of8-31-04 submission Section 2: General Information Building Use Description by: Whole Building Type Project Type: New Construction Building Type Floor Area " Medical and Clinical Care 622 Section 3: Requirements Checklist Bldg. Dept. Use [ ] Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 995 545 YES Exterior Lighting [ ] 2. Type(s)ofexterior lighting sources: _Fluorescent _Metal Halide —High-Pr. Sodium Exceptions: Specialized signal, directional, and marker lighting; lighting highlighting exterior features of I . historic buildings; advertising signage; safety or security lighting; low-voltage landscape lighting. Controls, Switching, and Wiring [ ] 3. Master switch at entry to hotel/motel guest room. [ ] 4: Individual dwelling units separately metered. [ ] 5. Minimum of two switches, dimmer, or occupancy sensor in each space. Exceptions: Only one luminaire in space; Security lighting, 24 hour lighting; The area is a corridor, storage, restroom, retail sales area or lobby. [ ] 6. Automatic lighting shutoff control in spaces.greater than 250 sq.$in buildings larger-than 5jOOOaq.ff. 7. Photocell/astronomical time,switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] 8: Tandem wired one-lamp.and three-lamp ballasted luminaires. Exceptions: j Electronic high-frequency ballasted luminaires not on same switch ` [ ] 9. Transformers meet.minimum efficiencies listed in Table 805.6.1 or 805.6:2. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building.plans, specifications and other calculations submitted with this;permit application. The proposed lighting system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release I and to comply with the mandatory mquirements in the.Requirements Checklist. When a Registered.Design Professional has stamped and signed this page, they are attesting that to the best ofhWher knowledge, belief and prof ssional judgment, such plans or specifications are in compliance with this Code Tan a. Bruno_ ,Q"4 Co 00:5 Principal-Lighting-Designer-Name Signature e %of Compliance indicates that there is'a margin for change in the fixture-quantities or layout of lighting. If contractor changes the fixtures specified in this COMCHECK, - designer will update the Compliance report upon notice of changes: Lighting Application Worksheet Newyork-State Energy Conservation'Construction Code :COMcheck-EZ,So$ware Version 3.0 Release la Section 1: Allowed Lighting Power,Calculation;, A B C D Total Floor Allowed Allowed Area Watts Watts Building Tyke (ff2) (watts/Q (B x Q- Medical and Clinical Care 622" 1.6 995 Total Allowed Watts 995 .Section 2:-,Actual Lighting Power Calculation A B C D E F Fixture;, Fixture Description/ Lamps/ #of Fixture ID` Lamg_Descril2tion/Wattage-Per Lamp/Ballast Fixture Fixtures att. (Q x E) 1 ` 3 in therapy/2 in pool room /24"T8U 32W /Electronic 2 5 64 320 „ 2 2 recess in.storage= 1 in-close/Incandescent 75W. 1" 3 .75 .225' Total Actual Watts= -545 S ection 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=' 995 Total Actual Watts= .545 Project'.Compliance= ,450 . Lighting PASSES: Design 45%better than code - C %of Compliance indicates that-there.is a-margin forchange in the fixture quantities or layout of lighting. If contractor changes the fixtures specified in this COMCHECK,' designer will update the Compliance report upon.notice of changes. . " ModularTlu '9 5 "N. `77 ;r U .%��,w ly�;w 60 ;z�7,�rc M, • n ------- Wi 41 W ------ Fff 2 iS _Ni -6 .......... w - a=MT- cad MEOW W-1. �Lf 4 514 Oj� a "RM M a, sit.. Vz RF n V-c., P,Nwffi, MR gzgg RMN. ON La 2 N M ORR gg,1k ;A ? §OAM,�,M�-M-7c,V 0.. "V9 M t . 11t ZTW= 1 5 W - M o, 'A; 6 EM4 R) vil, R'. U.--R, '61 V, N, vv T, 1 5_ H U1. 0 ME P mg 7r,- 10 feel about k your home. It helps you perform tasks easily, Pl'i .--�Sslightingxom 313 S v Basic Components for the Standard Endless Pool TM: Technical Specification NA .8 Standard Endless Pool TM: Electrical Requirements The entire Endless Pools system is ETL listed, Ref. #2001r9 and conforms to UL Standard #1563. individually, all electrical components of the Endless Pool ore UL or GSA approved. All electrical components are UL or SCA listed. Caution: All electrlal work should be performed by a licensed local electrician in accordance wlth all applicable codes. WARNING: ALL CIRCUITS MUST BE (SFCI PROTECTED. us utao 2WTM ELECTRICAL REQUIREMENTS FOR STANDARD EQUIPMENT POWER REQUIRED EQUIPMENT PROVIDED BY ENDLESS POOLS, INC. 220 VOLTS CONTROLLER POWER UNIT Single Phase LEN CORDON A55-TP 5 HP Motor 30 AMPS Wall mounted above power 220 volts, 23 AMP max. unit - activated pneumatically by air button poolside) 220 VOLTS ELECTRIC HEATER Single Phase 5.5 kw, 220 volts, 30 AMPS 23 AMP max. 10 VOLTS 24 HOUR ——v OPTIONAL 6A5 HEATER 20 AMP5 INTERMATIC TIMER Electronic Ignition SWITCHED CIRCULATING PUMP TW15T-LOOK OUTLET 3/4 HP Motor 110 volts, 13 AMPS ELECTRICAL REQUIREMENTS FOR OPTIONAL`JET5, LIGHTS AND COVER PUMP 110/220 VOLTS ——— A5-MULTICOMBO ————o OPTIONAL JET PUMP 20/15 AMPS SERVICE LEN CORDON 110 volt 15 AMP. On/Off Controller 220 volt, 10 AMP Air Activated, Button Poolside 110 VOLTS —— ——v 5W1 TCHED GFI OUTLET ——o OPTIONAL LOW-VOLTAGE 5 AMPS SERVICE Provided by Others LIGHTS 50 Watts Each 110 VOLTS — —_ —o GFI OUTLET OUTDOOR COVER PUMP 5 AMP SERVICE Provided by Others (With Optional Retractable e SecurrfW Cover) a AMP Endless Pools. Inc. Dab:5102 Permit Number Mechanical Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 3.0 Release la Data filename: CAMy Documents\CADDWGS\FOSS PT OFFICE\Untitled.cck Section 1: Project Information Project Name: Addition to Orthopedic& Sports Rehabilitation Designer/Contractor: Tanya L.B. Bruno, Architectural Planning Consultant Document Author. Tanya L.B.Bruno/William E. Montgomery Jr. PE Notes: This COMCHECK is an updated version of 8-31-04 submission 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 Last Quantity System Type& Description 1 HVAC System 1: Heating: Central Furnace, Gas/Cooling: Packaged Terminal Unit, Capacity 7000 Btu/h, Air-Cooled Condenser/Single Zone 1 Water Heating l: Service Water Heater w/Circulation Pump Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To: HVAC System 1 [ ] 1. Equipment minimum efficiency: Packaged Terminal DX Unit: 11.0 EER [ ] 2. Newly purchased cooling equipment meets the cooling efficiency requirements Requirements Specific To:Water Heating 1 [ ] 1. 1-in. pipe insulation on circulation systems [ ] 2. Automatic on/off control required for circulating systems Generic Requirements: Must be met by all systems to which the requirement is applicable [ ] 1. Load calculations per 1997 ASHRAE Fundamentals [ ] 2. Plant equipment and system capacity no greater than needed to meet loads -Exception: Standby equipment-automatically offwhen primary system is operating -Exception: Multiple units controlled to sequence operation as a function of load [. ] 3. Minimum one temperature control device per system. [ - ] 4. Minimum one humidity control device per installed humidification/dehumidification system [ ] 5. Thermostatic controls has 5 deg. F deadband -Exception: Thermostats requiring manual changeover between heating and cooling [ ] 6. Automatic Controls: Setback to 55 deg. F (heat)and 85 deg. F (cool); 7Aay clock, 2-hour occupant override, 10-hour backup -Exception: Continuously operating zones. -Exception: 2'kW demand or less, submit calculations [ ] 7. Automatic shut-offdampers on exhaust systems and supply systems with airflow>3,000 cfin [ ] 8. Outside-air source 1br ventilation; system capable of reducing OSA to required minimum [ ] 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 building assembly -Exception: Ducts located within equipment -Exception: Ducts with interior and exterior temperature difference not exceeding 15.deg. F. [ ] 10. Ducts sealed-longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181B tapes and mastics [ ] 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [ ] 12. Operation and maintenance manual provided to building owner [ ] 13. Balancing devices provided in accordance with 603.15 of Mechanical Code iar.New York State [ ] 14. Newly purchased service water heating equipment meets the efficiency requirements [ ] 15. Water heater temperature controls: 110 deg. F fir dwelling units or 90 deg..F for other occupancies. [ ] 16. Stair and elevator shall vents are equipped with motorized dampers Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the'-building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems bave been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. .The design professional shall provide to the code enforcement official a written certification that the required HVAC tests, system balancing, etc., have been performed and the system is operating as designed. The design professional shall retain copies ofthe test reports to be provided to the code enforcement official, if requested. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, beliet; and professional judgment, such plans or specifications are in compliance with this Code. 2c Principal Me hanical Designer-Name Signature D Tk Mechanical "Design"based on existing Heating and Cooling Units. One unit each will be duplicated to carry the new load from the Addition. If contractor installs units other than the matches to the existing, designer will update the Compliance report upon notice of changes, if necessary. / � t � j • 1 1 � • . l 1 1 �r sit o� dump �� ^� ZZZ- rlial�� i U 1 s Y 4- Mechanical Requirements Description New York State Energy Conservation Construction Code COMcheck-EZ So$ware Version,3.0 Release la Data filename: C:\My Documents\CADDWGS\FOSS PT OFFICE\Untitled.cck The following list provides more detailed description ofthe requirements in Section 4 ofthe 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 fallowing minimum efficiency: Packaged Terminal DX Unit: 11.0 EER 2. The specified cooling equipmerif is covered by Federal minimum efficiency requirements. New equipment of this type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency. Requirements Specific To:Water Heating 1 1. Piping for the specified circulating service hot water system must be insulated with a minimum of 1-in. insulation having a conductivity no>0.28 Btu•in/(h•ff2•0F). 2. Circulating service hot water systems must have a time switch control that can automatically turn offthe system during unoccupied hours. Generic Requirements: Must be met by all systems to which the requirement is applicable 1. Design heating and cooling loads fDr the building must be determined using procedures equivalent to those in Chapters 27 and 28 ofthe ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A-single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity far 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 ifthey are provided with controls to sequence operation ofthe units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. , 5. Thermostats controlling both heating and cooling must be capable ofmaintaining a 5 degree F deadband(a range of temperature where no heating or cooling is provided). -Exception: Deadband•capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the fallowing. criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up capable of maintaining programmed.settings far 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 shutoffcontrol is not required on systems with total energy demand of kW (6,826 Btu/h) or less. 7. Outdoor-air supply systems with design airflow rates>3,000 cfin 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 ofthe 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 ofreducing outdoor-air flow to the minimum required levels. 1 9. Air ducts must be insulated to the fallowing levels:a).Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled).must be insulated with a minimum ofR-5. Unconditioned' spaces include attics, crawl spaces, unheated basements;and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum ofR-8 when located outside the building.c) When ducts are located within exterior components(e.g., floors or roofs), minimum R-8 insulation is required only between the duct and the building exterior. -Exception: 'Duct insulation is not required.on ducts located within equipment. -Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degree F. 10. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181B. 11. Mechanical fasteners and seals,'mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 12. Operation and maintenance documentation must be provided to the owner that includes at least the fallowing information:a) equipment capacity (input and output)and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC'system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings, at control devices, or;for digital control systems, in programming commented) complete narrative ofhow each system is intended to operate. 13. Each supply air outlet or diffiiser 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. 14. Service water heating equipment must;meet minimum Federal efficiency requirements included in the National Appliance'Energy Conservation Act and the.Energy Policy Act of 1992, which meet or exceed New York State Energy Conservation Code. New service water heating equipment can be assumed to meet these requirements. 15. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110 OF for dwelling units and 90 OF for other occupancies. Controls must limit output temperatures of lavatories in public facility restrooms to 110 OF. 16. Stair and elevator shaft vents must be equipped with motorized dampers capable ofbeing automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: -Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height above grade. -Ventilation systems serving unconditioned spaces. Seismic Design Evaluation of Orthopedic & Sports Rehabilitation 15 BMyood Drive, Queensbury, New York 12804 The existing Orthopedic & Sports Rehabilitation center is located at 13 Baywood Drive in the Town of Queensbury, New York. The location is identified by the U.S. Department of Agriculture Soil Survey of Warren County, New York Map #36. The soil in this area is the Oakville Series OaA which is flat and sandy. Bedrock (limestone) is ususally over 5ft. below the surface and frost action is low. This building and the planned addition are located in Seismic Use Group I (very limited public liability) Section 1616.2.1. Its site class is A, Section 1615.1.1. The Importance Factor for this property shall be Ic= 1.00, Table 1604.5. The seismic Design Category, Sds=<.167g, Table 1616.8.1. The Seismic Design Category Shc=<.067g, Table 1616.3.2. The addition to the existing building represents approximately 33% and will not increase or decrease any element of the existing structure by more than 5%. The basic seismic-force-resisting system is that of a bearing wall system and a moment-resisting frame system for support of vertical forces and lateral forces. Design requirements for Seismic Design Category A are as follows: a. Minimum Lateral Force (Section 1616.4.1) Fx= .01 Wx(x=one story only) W=live load=34,800 lbs. dead load= 8,700 lbs. permanent equipment (filled pool) =24,000 lbs. 20% of 60 PSF (ground snow load of 70 PSF) =7,000 lbs. Fx= .01 x 74,500 lbs. =745 lbs. b. Connections (Section 1616.4.2) All connections between the existing structure and the addition shall be capable of transmitting the seismic force, Fp. c. Anchorage (Section 1616.4.3) Concrete and masonry walls shall be anchored to floors, roofs, and other structural elements that provide lateral support for the walls. Such anchorage shall provide a positive direct connection capable of resisting the horizontal forces specified in Chapter 16 but not less than a minimum horizontal force of 200 lbs. per linear foot of wall. Walls shall be designed to resist bending between anchors, which are spaced no further apart than 4 ft. All required anchors in masonry walls shall be embedded in a reinforced grouted structural element of the wall. Wind and earthquake design requirements shall comply with Chapter 16. d. Conventional Light Frame Construction(Section 1616.4.4) This building addition is not a Light Frame Construction Design as shown in Section 2308 and does not affect this construction conforming to Section 1616.4. {l ll design and construction of this addition complies with all requirements of Section 1616.4. Q oFESSIONa1 poll ome'William E. Mont g ry Jr E -a`��'4 G . Dated: December 3, 2004 psi 4314i9 �s' Ty�FTyf STAZ���a 01/27/2005 Pg. .Lateral Loads (Wind, Seismic) -C_ TM' CAS RUCTIONCALC Assumptions: Loads based on the Uniform Building Code, 1997. www.constructioncalc.com Disclaimer:All users of this software shall comply with State Engineering Law,which specifies who may perform engineering,and defines the practice of engineering. Job Name: Addition to Ortho&S orts Rehab. .................................................................................................................................... Other Info.I Refer to W. Montgomery Eval;Dec.3:2004 Other.Info.i ....................................................................................................................................: Other Info.1 ;.... .........................._......................................................................................I........... Other Info.; .........................................................................................................................:..:....: Wind Loads Assumptions: 1)Applies only to'structural systems',i.e.does not-apply to-individual elements,discontinuities, corners/edges. 2)Does not include vertical component of wind force.3)Only applicable to structures four stories and.less in height. 4) For static analysis only. 5) For use with the'projected area'method. 6) Buildings are assumed'enclosed'. Base Wind Speed 190 mph I V UBC 1616' Wind Exposure C UBC 1616 Wind Importance Factor (� 1.00 UBC 1625 Agricultural Building? - No UBC 1624 Horiz.Wind Pressure -EIev 'Pressure (On Vertical '045 feet 28.66 psf Projected Area) 15-20 feet 30.56 psf 20-25-feet 32.18 psf 25-30 feet 33.26 psf , 3040 feet 36.42 psf UBC 1621.3 Seismic Loads Assumptions: 1)Applies only to'structural systems', i.e.does not apply to individuaf elements._, 2) Does not include vertical component of seismic force or redundancy calculations.3).Only applicable to structures three stories and less in height. 4) For static analysis only. Seismic Zone zone 2A UBC 1629.4.1 Soil Type Stiff Soil Profile,Sd UBC 1629.3.1 Seismic Importance Factor 1.00 UBC 1629.2 Construction Type Sheathed Brg Walls As Shear Panels,R=5.5 UBC 1629.6 Max. Building Height 21 ft Above Ground Design Base-Shear V=0.100xwl UBC 1630.2 (Where W=weight of structure) FOSSGeneral Loads Calculator 01/27/2005 Pg. GravityRoof LoadsTM CIS RUCTIONCALC Assumotlons.The values shown are typical standards from -Mars Hir'WEVEXIM published sources. The user shag confirm all materials and www.constructioncale.com weights used.- Disclaimer:All user of this software shall comply with State Engineering taw,which specifies,who may perform engineering,and defines the practice of engineering. Job Name Addition to Ortho&Sports Rehab. Other Info. Refer to W. Montgomery Eval. Dec..3,2004 Other Info. Other Info. Other Info: . Dead Loads: Roofing Materials Spacing, subtotals Width Depth Layers, Dead- Type of Material Or Thickness, 'Weight if Needed If Needed If Needed s 0 Conventionally Framed Trusses 16 in o.c. 4.00 ❑Wood Rafters or Purlins 0. in 0 in 0 in o.c.El Wood Wood Ceiling Joists 0 in -0 in 0 in O:C. - ❑Light Gauge Metal Roof(26-29-ga.) 0 layer(s) - 3-Tab Composition Shingle Roof 2 layer(s) 6.00 ❑Cement Concrete Tile(normal weight)El Heavy Heavy Clay Tile w/Mortar Setting Bed - 21 Roof Sheathing 5/8 in 1.89 21 Insulation&Wiring 1.00 21 Gypsum Ceiling Board 1/2 in 2.00 ❑Tongue&Groove Decking 0 In . - Other: .0 psf Other: 0 psf Total Dead Weight Of Roof Components I 14.9 sf (Per Square Foot Over Sloped Roof) Dead Load On Horizontal Pro ected'Area• Roof Slope 1„ 6:0 /12 17 psf .Roof Slope 1 Roof Slope 2 6.0 /12 17 psf Roof Slope 2 Roof Live Load: Slope less than 12:12,but greater than 4:12 16.0 psf Other Roof Live Load: 0 psf (Description) Total Roof Live Load: 16.0 sf Snow Loads: Snow Slope Reduction Method: standard uec_cn.16. (Recommended in most cases.) Basic Roof Snow Load: F 70.0 psf Slope 1 Slope2 Roof pitch(from above): (6.0/12) (6.0/12) Slope Reduced,Balanced S:L:: 62 psf 62 psf Slope Reduced,Unbalanced S.L.: 78 psf 78 psf Note: The gravity loads on this sheet are not electronically linked to other ConstructionCalc programs. FossGeneral Loads Calculator 01/27/2005 i pg. Gravity, Floor Loads CIS RUCTIONCALC Assumptions.The values shown are-typical standards from published sources. The user shall confirm all materials and weights used. www.constructioncalc.com F Disclaimer:All users of this software shall comply with State Engineering Law,which specifies who may perform engineering,and defines the practice of engineering. Job Name_ Addition to Ortho&Sports Rehab: Other Info.` Refer to W .Montg'omerX Eval Dec 3 2004 Other Info. ...... ...... ......... ......... ..........................:..............................::...........................................................................:::s Other Info. Therapy Room Calculations :.. ...... ........ ......... .............. .. ...........«.............. - ..9 Other Info. ........................................................................ ...................................................... Dead Loads: Flooring Materials Unit Weight Subtotals Width ('pif load); Spacing; Dead Type of Material or Depth Or Thickness Weight if Needed). If Needed If Needed s ❑Engineered Floor Joists 0.0 plf 0 in o.c. - 0 Lumber Floor Joists 1 1/2 in 11 1/4 in 16 in o.C. 3.02 []Floor Sheathing 3/4 in 2.25 21 314"Quarry Tile 8.00 E]Hardwood Flooring 0 in - D,Gyperete,Lightweight Concrete(120 pcf) 0 in - ❑Concrete (150 pcf)' 0 in 21 Carpet or Linoleum 1.00 21 Wiring,Plumbing,&Duct Work 2.00 ❑Gypsum Ceiling Board 0 in - ❑Tongue&Groove Floor or Ceiling Boards 0. in - Other: 0 psf Other: 0 psf Total Dead Load: 17 psf Floor Live Load [ffices ---- --- ------— - —- V 50.0 psf. Other Floor Live Load: 1.0 psf (Description) to agree Table 1607.1 #20 Total Floor Live Load;. ` 60:0 psf Wall Dead Load Stick framed,gyp inside,wood siding outside 10.0 psf Other Wall Dead,Load: 0 psf (Description) Total Wall Dead Load:.j 10.0 psf FOSSGeneral Loads Calculator 01/27/2005 .:g P9' Gravity, Floor Loads CAS RUCTIONCALC 'Assumptions. The values shown are typical standards from published sources. The user shall confirm all materials and weights used. F www.constructioncaic.com Disclaimer:All users of this software shag comply with State Engineering Law,which specifies who may perform engineering,and defines the practice, of engineering. Job Name! "Addition'to'ortho'&Sports'Rehab. ,... .... .................................................:................. ............I........ ..................... ...:. Other Info.: Refer to W. Montgomery Eval._.Dec. 3, 2004 € OtherInfo.: ....., . .,.._.....,, .. _...................... �.. ........... ., .. ................................................................:......:.................................................................< Other Info.; Pool Room Calculations ,. . . ..............__... ............. , ......... ........,.....I.. .........; OtherInfo:...................................... ..................................: ............................................... Dead Loads: Flooring Materials Unit Weight, Subtotals Width i ('plf load); Spacing; . Dead Type of Material or Depth Or Thickness Weight If Needed If Needed If Needed s ❑Engineered.Floor_]oists 0.0 plf 0 in o.c. - 21 Lumber Floor joists 1 1/2 in 11 1/4 in 16 in o.c. 3.02. Q Floor Sheathing 3/4 in 2.25 3/4"Quarry Tile 8.00 ❑Hardwood Flooring 0 in - ❑Gyperete,Lightweight Concrete(120 pcf) 0 in - 0-Concrete :(150 pcf) . 6 in 75.00 ❑Carpet or linoleum - Wiring,Plumbing,&Duct Work 2.00 ❑Gypsum Ceiling.Board' 0 in - ❑Tongue&Groove Floor or Ceiling-Boards 0 in - other::[Pool Unit-Deep Area(higher,pso 275 psf Other:F 0 sf Total-Dead Load: 366 psf Floor Live Load Offices -`---- ---�---- � 50.0 sf . Other Floor Live Load: :1.0 psf (Description) to agree Table 1607.1 #20 Total Floor Live Load:- 60.0 psf Wall Dead Load Stick framed,gyp inside,wood siding outside 10.0 psf Other Wall Dead Load: .'0 psf (Description) Total Wall Dead Load: 10.1 psf General Loads Calculatorpoolroom