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2003-164 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: -_ -P200301'64 Date-Issued: . Thursday;-January 15, 2004 - .This-is=to certify-that,work requested to_:be done as shown by P_ermi_t-Number :P20030164. - .has been.completed. _-- Tax Map Number: 523400-266-003-0001-011-000-0000 Location: 977 STATE ROUTE 149 Owner: STEWARTS ICE CREAM CO INC Applicant: STEWARTS ICE CREAM CO INC This structure may be occupied as a: By Order of Town Board Commercial Addition TOWN OF QUEENSBURY Director of Building&Code orcern nt TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030164 Application Number: A20030164 Tax Map No: 523400-266-003-0001-011-000-0000 Permission is hereby granted to: STEWARTS iCF,CREAM CO INC For property located at: 3258 STATE ROUTE 149 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. Tie of Construction Value Owner Address: STEWARTS ICE CREAM CO INC PO BOX 435 Commercial Addition $8,000.00 Total Value $8,000.00 SARTOGA SPRINGS,NY 12866 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2003-164 STEWARTS ICE CREAM 64 SQ FT COMMERCIAL ADDITION (BATHROOM)AND SEPTIC AS PER PLOT PLAN SPECIFICATIONS $100.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,April 24,2004 (If a longer period is required,an application for an extension must be.made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the T n of Qu lbryWay,April 24,2003 SIGNED B for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury Department of Community Development,742 Bay Rd.,Queensbury,NY 12804 (518)761-825'6 _ A permit must be obtained before beginning construction. Permit No_.: VY�-,q No inspection will be made until applicant has received a Fee Paid: valid building permit. Form must be completed. Rec.-Fee Paid:' Reviewed By: / G Applicant: a/J7 Owner: Address: Address: Phone#: Phone#: Tax Map Number: Subdivision Name: -1Z1&1 4a (if applicable) Lot Number: /House Number: /Street Name OR /� Property Location: ay-",?z CZv?,7G� ❑ New Building: Residential/Commercial Estimated Market Value of Construction: �Gt�UDt� ' Addition: Residential/Commercial If an Addition, 'hat will e of addition be? ❑ Alteration: Residential/Commercial ❑ No change to U V �- Exterior size: Residential/C_ommercial ❑ Other work: (describe ) APR 11 2003 Check Below Occupancy Info 1"floor sq.ft. 2,nd floor sq.ft. Other floor sq.'ft. Total S TA MINI t F QUEENSBURY Single Family Dwelling BUILD NG AND CODE Two Family Dwelling Townhouse Multifamily Dwelling #of units Office Mercantile Manufacturing 1 car detached garage 2 car detached garage 3 car detached garage 1 car attached garage 2 car attached garage 3 car attached garage Storage Bldg.,Comm. 3 i Storage Bldg.,Res. Other i; What is the proposed height of the structure: feet inches Will any second-hand or ungraded lumber be used? If so,for what? D No. of Fireplaces to be installed: No. of Woodstoves to be installed: List below the person(s)responsible for supervision of work in regards to Building Codes: . N e Address Phone No. Builder 5 Plumber t, Mason Electrician Declaration: Please sign.below 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 premises and that all provisions 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 Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being' ' d, as requested by the Zoning Administrator or Director of Building and Codes,an As Built Survey a censed•surveyor to scale, showing actual,location of all new construction. Signature: c (circle one: own ,owner's agent chite contractor) (E) ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS RECEIV ED Compliance Methods:Part 5 -Acceptable Practice Method—1&2 Family Dwellings (only) APR 11 Part 6*-Thermal Rating—Component trade Offs 1&2 Family Dwelling; 2�II�z Multi-Family Dwellings(3 Stories or less) ®WN OF QUEENSBURY Part 4*-Design by Component Performance,Commercial Buildings-Hi_ RU_ILDING'AND CODE Rise Residential --- *Requires submission of worksheets APP ANT'S NAME: PROPERTY LOCATION PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area- �� ' square feet 2. Type of heat-_,�_El6ctric Oil Gas Other 3. Is building mechanically cooled? 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 b. Exterior walls R IX C. Glazed areas R Cam' d. Exterior doors Rom_ e. Floors over unheated spaces R f. Edge of slab on grade(heated building) R g. Basement/cellar walls_(above grade) R (, h. Basement/cellar walls-(below grade) i. Heating/cooling-ducts-piping in unheated space R 6. Service(domestic)hot water heating device Conforms to minimum efficiency per code_�Yes No TEMPERA RE CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED Ap s Si Date Phone Number INSPECTOR'S REMARKS: Application for Permit—Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 1280.4 (518) 761-8256 1. OWNER INFORMATION: ....................................................................:.......... Office Use Location of installation: ` li File Permit No zJ Tax Map Nq�W, f ' Fee Paid Owner's Name:,, Yr, 1 ' Address: rli 2. INSTALLER'S NAME PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980— 1991 x 130 gal/bdrm = 1991 —present x 110 gal/bdrm = Garbage Grinder Installed yes / no RECEIVED Spa or Hot Tub Installed yes— / no APR 4: PARCEL INFORMATION: (circle applicable information&indicate measurements§)WN 0['QUEENSBURY —sull_Dli�J- G AND CODE To h Soil Nature Ground Water Bedrock or Im ervious Material Domestic Water Supply lat san' at what depth at what depth m cipal Ro ling oam feet feet ell Steep slope clay if well; water supply %slope other from any septic-system depth: absorption is/oo ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: kDC�Q gallon (min. size 1,000 gal) Tile Field: each trench ft. Total System Length: ft. Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # _ J depth or thickness feet t � Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requiremZignature f Queensbury Sanitary Sewage Disposal Ordinance. �/ll Q3 responsible person bate Commercia Final Ansection Report Office No.: (518) 761-8256 Date Insp ction request received: Queensbury Building&Code Enforcement Arrive: (� am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: t _ NAME: ' PERMIT#: ✓l LOCATION: DATE: < — COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6 /Roof Com lete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/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" Handicap ed 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 reg. w As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C 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 reque ceiv Queensbury Building&Code Enforcement Arrive: a- m part: 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: ,�'(- g'T t?� PERM LOCATION: DATE: — 14 --o ':, COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks _ Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44" (1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/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 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.�— \7-NA VIL0 MBEQ Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. Beyond G`R933T-V- 7D;� Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C 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 request received: cyk, Queensbury Building&Code Enforcement Arrive: i:'�04 am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME:' `� � CQ PERP✓IIT#: v �� LOCATION: UA e,Uiar c DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" ---� Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(1)/Caiiopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade A,r T� Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum /C 1� Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers ✓ �rff� Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area d Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 % doors ��# > 10%> 1000 s .ft. J 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" `0�� Smoke Vents Or Fan, if required ! M/ 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 reg. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque e ived Queensbury Building&Code Enforcement Arrive: am/ m e rt: pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials NAME: PERMIT LOCATION: , INSPECT ON: — C.3> TYPE OF STRUCTURE: / 1' N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One &Two Family Insulation/Residential Check/Commercial Check Proper Vent, Attic Vent Duct/Hot Water Piping Insulation l� If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\SueHemingway\Building.Codes.Inspection,FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Framing / Firestopping Inspection Report Office.No. (51$) 761-8256 Date Inspection reque t received• Queensbury Building&Code Enforcement Arrive: at p D a in 742 Bay Road, Queensbury, NY 12804 Inspector's Initi s: _ NAME: � � PERMIT LOCATION: INSPECT ON: TYPE OF STRUCTURE:' 1 , . Y N lvia ming COMMENTS - - Jack Studs/Headers Bracing/:Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls - Metal Strapping for Notches Top Plate 1 %2 (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 Fire wall 2, 3,4 hour Firestopping Penetration sealed a . 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch-Type X Garage side 5/8 incliType X Ceiling/wall Windows Habitable Space/Bedrooms 24 in..(H) 20 in. (W) . 5.7 sf above/below grade 5.0 sf grade " LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28;2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: Mal am/pm. Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: l �i PERMIT#: 03 —/ Y LOCATION: INSPECT ON: '7���0::M TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. , Materials for this purpose on site. 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/C st/Copper Fo ation Insulation Interior/Exterior R- 9 Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (5118)761-8256 Date Inspection request received: 7' Queensbur}%Building&Code Enforcement Arrive: U0 am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: `, J PERMIT#: %LOCATION: Ply L. INSPECT ON: —1— TYPE OF STRUCTURE: , Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. 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 4P Plumbing Under Slab PVC/Cast/Copper ZQ� oundation Insulation Interior Exterior R- VY ° Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (51-8)761-8256 Date Inspection reque ei 7J� a 3 Queensbury Building&Code Enforcement Arrive: a pm Depa z� m/ 742 Bay Rd., Queensbury,NY 12804 Inspector's Initialfs/' 7, NAME: P T#: UU l LOCATION: %} Iq INSPECT ON: O 3 TYPE OF STRUCTURE: Comments Y N N/A - Footings , Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. 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 4 Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection ceived: Queensbury Building&Code Enforcement Arrive: a De r a 742 Bay Road, Queensbury,NY 12804 Inspector's In '~ _ 03-J NAME: S INSPECT ON: —�� LOCATION; TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place ough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One&Two Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply.for Furnace Duct Work Sealed Properly COMMENTS: •L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive am/pm Depart a pm Inspector's Initial NAME: � ✓''� PERMIT# C) LOCATION: DATE: TYPE OF STRUCTURE: RECHECK N/A YES-NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place_ The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- P, Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in !� unheated spaces R- 5'Ic� Q04 Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping 71 I PROPOSED Z � . ADDITION . / I / x a I 1 1 1 1 1 i i f 16 51 S c� r� ►r� i i I { TJ 49 LR 14 ■ BUILDINd SETBACK LINE i 1 PROPOSED i 8'x8' ADDITION S� OOFE j n7 /� 1 M lV/ I T �-\ p * APPROX. LOCATION ii Spa b• OF EXISITNG WELL ( 6'X8 EXISTING DEL. �.— (OD50' x 46' SHOP PAC \ FF=103.85 4"C.I. • \� NEW 1000 GAL. i ` - C O SEPTIC TANK I I I I I I i I "" "' W \� EXISTIryrytt 250 G?i� GREASE AP I I I I I V BE R MO ` LL \ I I I >I. I I a o I LzI® I I s , EXISTING FLOOR PLAN ,\ \\ p I S-3 SCALE: 1/8" - 1'-0" (� 7NE� Gb r '' d 1 L_ = j CROSS REFERENCE: NONE T 1000 GAL._ - - I GREASE TRAP EXISTIN� SEPTIC §YSTEtrf�, I - - - = - �- 00 SEP ZABEL FILTER NOTICE F DIST. L_ _ ! X I — -— LEVER HANDLES REQUIRED 1 I o,, ;. - ON ALL PASSAGE DOORS - - - 4 PERF. PVC - - ✓- rr -`-s®50 — WHETHER INTERIOR OR — — — — — — _ EXTERIOR DOORS QL �nrl j S' MOBIL W/PRICE * % C�l_ 111 l j �/ EXISTING / T04VN4FQIJESBUR�YBUNDHrGOEI�UR> NT SIGN-GOAL POST,© • O \ SEPTIC "on our g p� • • . • ` SYSTEM CBO I •C3 O -- r TO BE REMOVED a Q W l -- -- — Plana and spec m am z tuN TRAFFIC SIGNAL POLE I `I�LIIY --- -- -` - _ i O"JIMUM With to f Bali lg Codes ���� UTILITY POLE POLE TRAFFIC SI \` DIRECTION CONTROL BOX / RECEIVED SIGN / TOWN OF QUCC TOWN Or Q�.IEEN URY r ""' q, ��w „ -_ RTE 9L RIDGE ROAD BUILDING EPT. BUILD \' REVIEWED B \ DATE TAX MAP I.D. NUMB 266J-1—I I :q store name, abbreviation & no. QUEENSBURY - QUEQ - 282 site location _ Y ROUTE 149 & ROUTE 9L QUEENSBURY, N .Y. Drawn by: PM Facem �11ICIL?ttS� date REVISIONS Scale: 1" 20' ' Date: 2/18/03 x P.O. Box 435 Engineer. Saratoga Springs, NY 12868 tel. (518}581-1200 fax (518)581-12a9 ALTERATIONS TO THIS DOCUMENT BY OTHER THAN AN AUTHORIZED ` '�"• LICENSED PROFESSIONAL ENGINEER title: d 1Minq ,aal IS ILLEGAL AND A VIOLATION OF THE NEW YORK STATE EDUCATION LAW - SITE PLAN 0 MINI" Ili 9'-6" 4e4' 8'-0` 6' 4'-0' N SOIL STACK d 70 74 73 I I i ... _....... ....... „ I o n — --� / 11000 i s ELECTRIC BASEBOARD SD FAN ` LIGHT o 5' K H.C. u j SCE MOTION SENSOR 61 IN CEILING R» 31ed/hl — — x . SLOPE FLOOR TO DRAIN LEVEL FLOOR FOR TOILET BASE, . 70. Mirror 71 X $"f SLOPE TO DRAIN ELSEWHERE 71. Paper Taw�le 74, Soap 72. Toilet Paper 75• try Changing Station EXISTING WALL TO BE REMOVED 3 PLUMBING PLAN q-� SCALE: /2'= 1 -0" - CROSS REFERENCE: NONE L1 T T: U 2 rm AT N PLAN , �. � A-1 CROSS fi H � f _©~NONE MVV0TV. NONE nFss �/ Fd3WVIWa*WT: ASTM A615-GRADE 00 z.. ASTM Alas-GRADE 65 ADD CONCRETE EXTENSIONS AND CAST IRON �M ,yR: s.ox-y.� COVER, TO GRADE, OVER EACH ACCESS MEETS ASTM caeo OPENING (2) PAINT ACCESS COVERS GREEN *.- v 4 `� THIS TANK TAPERS IN 1" ON ALL SIDES FROM MIDDLE JOINT TO TANK TOP <��✓ ��2%12" LEDGER BO"?A V-8" x 2'-0" ACCESS OPENING (TYPICAL) ��i/ x \" (�Y� SHINGLES . ry ANCHORS TO BUILDING 5" ` �\ 1 " r/ � s } . R-38 I-IBERGLASS IN LATRNN 0. x • t5/9" PX PLYYfOOD DECK 2 4" � EXISTING I . 15# FELT PAPER v� STIORE DOUBLE TOP PLATE- n- 4" I r, 2'x10" RAFTERS AT 2'-0- o.c. n n n r 2'xe CEtLNG TIES AT 2'-0- oc. DRIP EDGE 1%10' FASCIA / t' FURRING 2'-O"a.e. COAT ALL JOINTS WITH }� 5/4- FURRING STRIPS, TYP.— 8'-2" HYDRAULIC CEMENT � / INSIDE AND OUT 5/8 TYPE -X" GYPSUtrt 3. CONTINUOUS VENTED AFTER INSTALLATION VINYL SOFFIT WAUBOARfl, TYP. W �- POLY VAPOR BARRIER e 2"x6' STUDS AT 2'-0" o.c. --- EXISTING WALL THERE ARE INLET KNOCKOUTS ►G, � ON THREE SIDES FOR 4' PIPE f x O �y HIGH DENSITY POLYETHYLENE TANK WEIGHT, LBS { Z3 PIPE SEALS PROVIDED AT ALL PIPE TANK LIQUID r r- SECTION CTION WEIGHT GALS. HEIGHT L' '0' 'I' CONNECTIONS SHOWN SIZE UTSIDE LEVEL TOP BOTTOM TOTAL € 1, a 20x6" FIRE BLOCKING DESIGN CASE 3 (TRAFFIC} loon 6•-a• 51-0" 5'-6♦ s•-V 6ee3 5214 10e97 Z-x6 BLOCKING FOR � a*F 4 ABOVE FLOOR-- CHANGING TABLE 1 W I; -, T1-11 SIDING--- :po CUT INTO kXISTING WALL TO NOTES: c ALLOW FOR INSTALLATION OF 1. TANK TO HAVE A MINIMUM LIQUID CAPACITY OF 1,000 GAL AND TO BE PRECAST CONCRETE. R-19 KRAFT FACED 00 1 NEW �� DOOR JOINTS TO BE COATED WITH HYDRAULIC CEMENT INSIDE AND OUT AFTER INSTALLATION. FlBERGLASS INSULATFON--- 1/2" DIA. ANCHOR BOLTS o 6'-0" o.c. IN CONCRETE I 2. SETTLEMENT TANK TO HAVE INSPECTION COVERS TO GRADE ON BOTH OPENINGS. rn FILLED CORES 2"x8' PRESSURE TREATED PLATE „ �- SILL SEAL 1000 GALLON � w VINYL covE BASE. T,,4�. EXISTING CONCRETE s HEAVY DUTY SEPTIC TANK f R VINYL TILE FLOOR SLAB ..� SCALE: NONE ,. GRADE A CROSS REFERENCE. NONE Cmu (Sax) Yt' 4' CONCRETE SLAB W/ SX6-10/10w.w.m. store name, abbreviation k no. r PERIMETER INSULATION Qr (WftDED POLYSTYRENE) 6 POROUS FILL Q U E E N S B U R Y — Q U E Q — Z(J Z site location t � EXISTING COST WALL rt ,. ROUTE 149 & ROUTE 9L — QUEENSBURY, N .Y. • • s dote REVISIONS (}town y b : PM EXISTING FOOTINGS ale OWN 0. �. �. Sc AS SHOWN t° 4 IMS k A + 4/3/ r Date: CONCRETE FOOTING a 0 tt NONE f l E'St P.O. Box 435 Engineer. Saratoga Springs, NY 12$66 #; x - - r 4 ARAMT AL Y ALTERATIONS TO THIS DOCUMENT B tel (518}581 12Q0 fax (518�81 1209 r s1ALL OTHER THAN AN AUTHORIZED PR title: dmlmn n0, LICENSED PROFESSIONAL ENGINEER - � s x, -E IS ILLEGAL. AND A VIOLATION OF : _ .< ,.", F CROSS THENE ATE I~DucfinoN LAW y ,.♦,K y "Walled symbol Is used to attract your DANGER: A DANGER "-4i owgiv m attw", PERSONALSAFETYISINVOLVEDI Whsn whomfalluretofollow �h4owww you ass this symbol-BECOME ALERT-NEED ITS hp 1)� moat likely FW* aafl pNrptal MESSAGE. or tisefh or afrt dftl CAUTION: A CAUTION Identfte atlfe Mcotdd WARNINO: A WAR s A practices or Indicates unsafe conditions A wherefalluretofogow couldrs Winresult In personal Injury or damage to stt severe personal Injury or t0 sbuclures. PULL SIDE � ------ . X- PUSM SIDE HIB-91 SummarySheet r-- ' I --- COMMENTARY and RECOMMENDATIONS for Add ' HANDLING, INSTALLING & BRACING METAL TRUSS PLATE INS TE E r i 1 t8 min i Sa3 D'Onofdo Dr.,Su 200 eD r ( 4SS E 1 1 I PLATE CONNECTED WOOD TRUSSESD Madison,wteoonsin 53 is - (OW)833-5900 ; ; 1 ' •t r rho responsibility of the installer !builder building contractor licensed persol7nelindiewcodvuss;ndtwtry.but must.due the nature otresponsicilities ^r•rraCtor, 1/eCfOr or erection co+macto►) to property race". unload. store, involved,be presented as a guide for the use of a ualified building desigrer or -rardle instam and brace m*W plate connected wood a7reses to gmwt pile anti installer.Thus,NoTrwa Plat Insill Inc.express disclaims any responsibility or;cerily.The installer must exercise the same high degree of sefety owerenea as fordmeasgesarising hOmthe uae.appGeation Of re' eon the recommendation- �OTE.t=I:M .aMi;i th.•J,=r ha..As k,.cr aeJ.Wah, .v;:tt any other structural material.TPI does not intend On"roeommendaittions to and information contained nerain by building gnats,installers,and others. h+a as interpreted assuperiortothoprojeetArchRecritorEnginew'sdesionspseilkelion Copyright0byTntss Plate Insatuialms. All nigh reserved.This document or fr_r,andiing,installing and bracing wood trussesfor a prlicularrocf orf oor.These any pat I It of mtnt not be reproduced in any without written permission (e)Feent AppromAse—SrrAylry Dear recommendations we based upon the collective experience ct leading technical of this publisher.Priresd in the united States of A -ea PULL SIDE PUSH SIDE CAUTION:The bulkier,building conlrac lor.Noansed CAUTION:A/tsmporary br g should be no less ---------------- 54 min contractor, erector or erection contractor Is ad- than 2M4 gratis marked bum . AM connections 170 Avised to obtain and read this entire booklet'Cos- should be Bads with m1Mm m of 2.16d nails. All �-+� mentary and Recommendations for Handling, In- Vusess assumed r on-cent or less. All multi-ply i } £ should Id be con to ether In accor- sUlli g i Bracing Metal Plate Connected Wood trusses ou g x Trusses,Hie-tit•from the Truss Plate Institute. donee with design drawings r to Installation. g i TRUSS STORAGE NOTE:,.k.m,V I?mM;Mu.M-m ih-M M N17TTi:a=Jx m,I:`ti MM�n-mnwm d 4 I S`�Me,i:a=A:M 111110 tntit i Miutarn,it;.V J,-r In•A.M.ke.h w-I�.17 / -�� m i I!7f1 nuns CAUTION: Trusess should not �--- (b)Hlwar ells Approaches—Srftyley Do.r be unloaded on rough terrain or %iTt VI N+e•;n+k•aa•..hall c.•mrl .nh the ak+,+Ar•i r in-n aryncw lr•. Gam_ A uneven surfaces which could r Fig-84.13.E Cause damage t0 the truss. Maneuvering Clearances at Doors C. 11�;I I X=20-25 CLEAR FLOOR OR 8'•10' a'10' a', swan GROUND SPACE X, 0 20 SHALL EXTEND NO MORE THAN 25 to Trusses stored horizontally should be sup. — — I o-5,0 i ITEMS WITHIN DASHED LINES ARE (635 mm)UNDER ported on blocking to prevent excessive Trusses stored vertically should be WITHIN REACH THE OBSTRUCTION lateral bending and lessen moisture gain. braced to prevent topplin 1 or tipping. __ __ ------------ WARNING: Do not break banding until installs- DANGER: Do not store bur Ies upright unless Q tion begins or lift bundled trusses by the bands. property braced. n c I � T. 2! ri $ I R �'- �- I A► � a DANGER: Walking on tru which are tylrte A -- E -------- ---1 i WARNING: Do not use damagedVuesea. I A At1rHl.er�NhetydangarOua sfhotrldbeatrklly o prohibited. " C1 _ X I as Frame I 25 max r 1220 63S 48 Z=X 48 1220 OP,GREATEF 1220 Fig.54.2.5.1 (Alobstructed Forward Reach IJe1it MOTE:t-Reactder4h.;•Rcaah height.: Clear knee'frA'e.-;.it..:k ar Alt ar lkl;w qtt;dNrtut-n. -huh.Nall he at Iew a.,kip..the rca:h J,.iatwc.I TOP CHORD 2x4i2x6 PARALLEL Con int,ous TOP CHORD 01AGONALBRACE CHORD TRUSS Top Chord Fig.84.2.5.2 bred MINIMUM LATERAL BRACE SPACING (Dad Lateral Slice T-; Forward Reach Over an O Reg SPAN DEPTH SPACING(LBs) 4trus°es reveaee4,e,N.,.I,r.S*Wili-,e�„wrw e - -• __ ' SP:0F JSPF NF iteMwetraweeeayeediMre,eeeeup '0')r:,re3ter Up to 32' 30' a' 16 f0 ^"e' lrlyo,aNMeeirhr eh-use-ne.IW ie isr WMNM N M the Wn«hut F,rWr _.....Over 32''u 4? 1 6 i 1 en eaeehrr M er rgrae ar rr for ehwtL __- Over 44'•$0, Ia- S' 4 2 Over so, ale a r tared professional sn Ineer A chment _ OF-Douglas Fir-Larch SP-Southern Pals Required HF•Hem-Fir aPF-Spruce-Plne•Flr -- 18 455 , / tttipl�?' 12 min 12 min L14 min - / / 12 max370 3os �' r- -� it 30=or — 30542 min i t greater 106E am 36 max •tZ_ E S E 7.9 !1S TOILET PAPER r $ t tsu•230 DISPENSER !+f w i ---------- g �— —J ` r�9 i 48 min J 1 i 'r'1 �.�' 7I•M 1220 /. * while+Wale per"e ,eared Sol!ar am trasifrr lok. L The end ^' Fig.84.29.2.1 ; diagonal bract ,. Parallel Approach W TeiEglraae for cantSevwod End dlagofteN • Fig.134.17.4 irusees must be aftuft and Illllet a Water Chest Front View 48 placed Off vertical both an&of that UYM eyatenti, _ 1220 I, Is in line with Fig.84.17.3 the support 50 min wafer Ckww 1e2s swim View , _---------- 1 A WARNM:Fallure tofoNowflNse.rseodlrMrhd-dons could room in r u 6"(2fif•iMW Ma tel ova" �l�y ,d.a3.a. •• �` F%84.2.3 7 0 max {lylseawelseir Turnip Space 2s5 30 24 Max, 30 INSTALLATION TOLERANCES Bow 760 too rho r� 20 max 510 Length •' + 3 -38`h 1 1/2 24 aim I a % 36 610 PLUM D(in) D150 D(M) 1 + �� T _ + N� '�� Sias and Spacing of Grab Bars Forward Approaei to Telephones T g• - 9.2. L....r 12" ; 1/4' I 1' of sY! 4- t' 11200 or r c 18 W 34. 3• E 4' I tn. w � �+ Fig.84.2.6.1 Fig.84.2.6.2 42 min ~ss �- 60" 1-1:4^ S' �------- L(ln) Lon) to tJrrobistrrrcted.rids Risach tJrrlit Oibetrslctsd SWm Reacts IJlnit 7r 1-1.7 6' I , r Trust �- 1- .4" T 1 9s• 2 e' E c C t 1 min Depth 10a I t I store name, abbreviation & no. ' 9' .: - --t QUEENSBURY — QUEQ — _ E �, 1i 43o I CLEAR I teat FLOOR r+ o L/200 or 2" ti 1 SPACE CLEAR 1 1 ( l J Lasser of E I FLOOR a �I f R I site location D/50 or 2- L L'Z00 L ft I SPACE I t i. L200 L(t1) ' ( ► ROUTE 1 49 & ROUTE 9L — QUEE 11 min 70E CLEARANCE � „ 1 L-——— ——— 1 1 ArexMnsNn '/•� $O" 1:4" 4. i 1" 16.7' LEG CLEARANCE zso 17 min t_------ M Mpimcement ` Plurrll 1 1.114" 20.t' 430 FIXTURE t PTH 19 max I Line I t-W 3ia- 12.5' t•t/2 125.0' I I `°6 60min date REVISIONS OUT-OF-PLUMB INSTALLATION TOLERANCES. OUT-OF-PLANE INSTALLATION RANGES. NOTE:Owiedlinetwtk�i.•.Juee-.iwwclerr,eeurupiun;,lanaerfawresecb,rra 48 min 1S2S �1220 760 DANGER- Under no liceei should w 0:DO d Clrt trustees. A OOflatf11�1bad80�atlty lNplaCed FIg.84.20.3.1 Fig. B4.20.3.2 Fig.544.17.2 Fig.04.2.4.1sholas Ynbfae� beg Clearances Clear Floor Space at Lavatories and Sinks Clear Floor Space at Water Closets Clear Floor Space for Wheelchairs P.O. Box 435 Frame 6 Saratoga Springs, NY 12E ALTERATIONS TO THIS DOCUMENT BY tel. (518)581-1200 fox (518)581 OTHER THAN AN AUTHORIZED LICENSED PROFESSIONAL ENGINEER title: IS ILLEGAL AND A VIOLATION OF MISCELLANEOUS THE NEW YORK STATE EDUCATION LAW