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2004-891 TOWN OF QUEENSBUIRY rr' 1 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development--Building & Codes (518) 761-8256 -CERTIFICATE:-OF OCCUPAN-o CY Permit Number:-: P20040891. - -- - =Date.Is"s_ued:_ Friday, Febriiary.03, 2006 - This is to-certify thaVwork requested to'be done as sl own by Permit Number P20040891 has been completed. - Tax Map Number: 523400-303-016-0001-001-002-0000 Location: 361 DIX Ave Owner: THOMAS & JEREMIAH BURKE Applicant: DUNKIN DONUTS This structure may be occupied as a: - New Commercial Building 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- Variance, Director of Building&code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbiiry,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040891 Application Number: A20040891 Tax Map No: 523400-303-016-0001-001-002-0000 Permission is hereby granted to: DI TWTN DONT 1TS For property located at: 361 DIX Ave iii the Town of Queensbury,to construct or place at the above location ui accordance ith application together with plot plans and other information hereto filed and approved and in compliance wi; the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: THOMAS & JEREMIAH BURKE 509 STATE ROUTE 67 New Commercial Building $325,000.00 Total Value $325,000.00 MALTA, NY 12020-0000 Contractor or Builder's Name /Address Electrical Inspection Agency S & S CONSTRUCTTON CO:. INC. 303 SPRACTIJETOWN Rd CTREENWTCH__ NY 12834=0000 Plans&Specifications 2004-891 DUNKIN DONUTS 361 Dix Avenue 2269 SQ FT NEW BUILD $340.35 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday, December 15, 2005 (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 ueensb dnesday, December 15, 2004 SIGNED BY for the Town of Queensbury. Director of Building& ode •forcement BuRding Perm"ft.A ppl cation Town of Quecnsbury—Dept of Community Development,742 Bay Road,Queensbury,NY (518)761.8256 i A permit must be obtained before beginning construction. Pctmit File No. No inspection will be made until applicant has received a Feo Paid $ S 4n, �a- valid building permit. All applicants' spaces on this Rec.Fee Paid $ application must be completed and must appear on the Reviewed By: application form. rIN Applicant: S & S 'Construction Co. , ,Inc. Owner: Thomas & Jeremiah Burke Address: 303 Spraquetown' Rd. _ Address: 509 Rt. 67 Greenwich, N.Y. 12834 Malta, N.Y. 12020 Phone#( 518) 692- 2221 Phone#(518 ) 899 -4231 Property Location: Lot Number: / House Numb r Subdivision Name: Tax Map Number: -303.16-1`1.1 -or 1.2 Location: Dix Ave. , Queensbury, New Building: residence / _ommercial 'Estimated Market Value of Construction`:$325;000:00 J` o Addition: residence/ commercial If an Addition,what will use of new addition V07 e Alteration: residence/ commercial C No change to cderior size: residence/com'1 0 2004 D Other work(describe ) Check Occupaneylnformation 1 Floor 2° Floor Other floor Below sq.ft. sq.ft, sq.ft. y— Square Feet o Wnsle&Mlily dwellin v Two fianily dwellin ci Townhouse o Multifamily dwelling #of units o Office XK Mercantile 2,268.8 c Manufactutin 0 1 oar detached ge 0 2 car detached eMe 0 3 car Mached&=age o 1 oar attached Lmje e 2 car aftched Sarage e 3 car attached Sarage in Storage building- commercial i o Storage building.. residential o other What is the proposed height of the structure 20 feet —,..—Inches Will any second-hand or ungraded lumber be used? If so,for what? No Type of Heating System: electric/ oil /(gy wood / reed hot / baseboard I other: Number of Fireukces to be installed --- Number of Woodstoveg to be installed ---- List below the person(s)responsible for supervision of work as regards to building codes: Name Address- Phone Number Builder Kevin Strainer 299 Spraguetown Rd: Greenwich 692-2221, 365-3601 Plumber Michael DeCelli 1061 VanAhtwero Rd Niska una 393-0871 Mason . AnthonyMatrazzo, 51 Outlet Rd, Ballston Lake 885-0537 IBleetrician C & G Electric 840 Eastern Ave, Schenectady'" 372-2416 Declaration; please'sigabelow after you have careft lly 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 An the described promises 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 I/we shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requostedby the Zoning Administrator or Director of Building and Codes,an Al Built Survey by a licensed surveyor;drawn to scale,showing actual location of all new.construction. Signature: /ZC[cc tP<c2m U -s owner,owner's agent,architect,q- tragtor Kevin Strainer, President Application for Permit=Uptic Disposal System Town of Queensbury 742 Bay Road.(.r=sbury,NY 12804 (518) 761-8256, OWNER INFORMATION: D` , 4�� ,,.,..,-.-..,.,..,� ..,....-.,,,.....,...,.,.,.,,..;......... / office Use Location of installation: Dix Avenue, Queensbury File Permit No. / Tax Map .No 303.16 - 1" - 1 A or 1.2 - — Owner's Name: Thomas & Jeremiah Bur Fee ke .Paid ,..... »......��........................�....,.................................... „.......... Address: 509 Rt. 67, Malta,NY 12020 Kevin Strainer, 2. INSTALLER'S NAME.: S & S Construction Co,. , Inc, PHONE NO, 692-2221 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate#bedroom(s)'and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) No. o Y'S -Total Dgily Flo 1980 or older x 1 drm Nov 1980-1991 130 gan rm = i, 02004 1991—present 110 gallbdrm Garbage Grinder Instane yes I no "~ Spa or Hot Tub In ed yes_.;/ no 4: PARCEL INFORMATION: .(circle applicable information&indicate measurements). Tauoeravffiv Soil Nature Ground Water BgdrDrk or Inioenrious Material Domestic Water.a'i, ply ( latD sa at what depth at what,'epth municipal Rolling loam 7 feet _feet well Steep slope clay if well;water supply' _%slope other from any septic-system- depth: absorp iori is other Percolation Test: (To be completed by,licensed professional engineer or architect) Rate; 1 minute per inch S. 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 Qarbage Qrindor,Spa or Whirlpool Tub. Septio Tank: 1000 - gallon(min,size 1,000gaff) Tile Field: each trench— ft: Total'System Length: ft. Seepage Pit(s): number of size of each; ft, by fit Size Q,f Stone to be used: # % depth or thickness feet Bed/System Size: x Alternative System: Eli en System length and/or size 20 X 36 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons-/TQT'AL-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 thatpursuant 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 requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. goo Pres. Nova 10, 2004' Signature of responsible person Date i hl'll . li . ••.� ;'fawn •tiY ��uttttsigl�ui•� . •5t;wt::•.l.:ti�tl �tativ�t�;a I>i�c;iaxstl t:lrstL:It�s. Appmulix t• s • SI�:I'A 1t1�,'1'IL?�! �fi�Ir4�L1�ItI�l�]I►2I`�lfl�:► • ' r ' St' t1IAM CN, POND 1''j1:.1.1. iH 11pT1;'i:• •i .+� fit Lt'nWt . •t5t+riK u�ltic% �.� • Stt�tico Frtli.L+b ► • ICI 1 o• •� • - • , • • SIONA"I' MB &'Q�FOIZIvSATiQ�T' C2k'.1 'ti VT+4 3xsJ.+�r cwv;�►�y.,ww.•r••,•M:;" .: . r - Commercial Final Inspection Re ort r 'r Office No.: (518) 761-8256 Date Inspection re est a e' ed: Queensbury Building&Code Enforcement Arrive: J' Depart: am/pm 0 742 Bay Road, Queensbury,NY 12804 Inspector's Ini ' q NAME: �� L 1 t�`1 PERMIT : 1 �dz�- l LOCATION: ��0 1 �L �F� QQ _ DATE: �-3 D. COMMENTS: TS: Y lid NA Chimney/"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 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 Stocicroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 s .ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator.Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and.Si age AssemblY Space Final Electrical Site Plan/Variance required Final Survey,New Structure/.Flood Plain certification,if req. V As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doe 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# dL(_ j_ INSPECTION ON: Name: )� !l� l� 3 AM M ANYTIME Location: Au APPROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN-NORMAL EXIT SIGN-BATTERY j 16)a-i-1 EMERGENCY LIGHTING 1 ' FIRE EXTINGUISHER HUNG 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 FIRE LANE F.D.SIGNAGE—UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN OK HIS DATE K LCONOT OK INSPECTED BY COMDEVICHRISJIWORDILETTERS20011F IREMARSHALINSPECTIONREPORT11022001 WHITE—BUILDING DEPARTMENT COPY YELLOW—OCCUPANT COPY Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection req st ce' ed: Queensbury Building&Code Enforcement Arrive: a pm Depart: a pm 742 Bay Road, Queensbury,NY. 12804 Inspector's Initial : i NAME: 1 1 PERMIT — LOCATION: < �q �_� E. DATE: — COMMENTS: Y N NA 9 o 0 R \ Chimne /"B"Vent/Direct Vent Location `(6 Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent C.04\lPL_e- - P� l_L 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 I I" Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/Lever Handles/Panic Hardware, if required �'E� VIF—�1C,6 Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. A6bw irr VuNQQ 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 Stoclaooni/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 s .ft. %Hour Corridor Doors&Closers Firewalls/Fire Separation, 2 Hour, 3 Hour Complete/Fire / Dampers/Fire Doors J 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/Parkin of 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 Surve ,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 Issu :—Ter or Perlrlanent C/O Okay To Issue C/ Last printod 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Town of-Queen sbury Fire Marshal's Office 742 Bay Road Queehsbury, NY 12804 Phone (518) 761-8205 Fax(518)745-4437 / Fire Marshal's Inspection Report Request SCHEDULE 7N Received: Permit# INSPECTION ON: Name: LAJ N K,,i i`s- ( � iAM PM ANYTIME Location: APPROVED N/A. YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE Y`r� c�� —k :w\� C U MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN—NORMAL EXIT SIGN-BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG x ZA FIRE EXTINGUISHER (e �:tvAJU v c TO r`C� INSPECTION FIRE EXTINGUISHER HYDRO C �_y` 110 FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM -� FIRE SUPPRESSION-KITCHEN �� —��'�L (�`� �t �•+ FIRE SUPPRESSION—GAS ISLAND HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS i CLEARANCE TO ELECTRICAL C7t LG C�� I Gt(�.w ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE—UTILITY ROOMS C. 1 t r6 NO SMOKING SIGNS lk MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN OK THIS DAI O.K FOR CO NOT OK M INSPECTED BY COMDEVICHRISJIWORDILETTERS2001/FIREMARSHALINSPECTIONREPORT11022001 WHITE—BUILDING DEPARTMENT COPY YELLOW—OCCUPANT COPY -z Commercial Final Inspection Report ,_� 3 (co I � Office No.: (518)761-8256 Date Inspection reque re ved: Queensbury Building&Code Enforcement Arrive: I*-11D a Depart: a p 742 Bay Road,Queensbury,NY( 12804 Inspector's Initials: -NAME: PERM #• C�q O/ — CS I 1 LOCATION: r DATE: COMMENTS: V N NA Chimney/"B"Vent/Direct Vent Location ��C>,t,� - Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in: Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44" (1)/Canopy or Equiv. Gas Valve Shut-off Exposed&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 -�—�LJ Lj \�LS--� Stoclaoom/Storage/Receiving/Shipping Room(2 hr.), 1 '/Z doors > 10%> 1000 s .ft. 3/a Hour Corridor Doors&Closers p O 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" FL d�e.e Ess i� Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Z _ Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File 3 Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides b 20' /Driveable Surface 20' wide 1 SSv , Oka To Issue Tem or Permanent CIO Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\ParnW\wilding&Codes\Commercial Final Inspection Report.doe Septic Inspection Report Office No. (518)761-8256 Date Inspection req st r ce' Queensbury Building&Code Enforcement Arrive: p part: a n� 742 Bay Rd., Queensbury,NY 128 Inspector's Initia s: c) NAME: P IT NO.: LOCATION: SPECT ON: —� � RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance _ ft. Well separation distance _ ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built —Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: A oved rtial Approved and needs to be re-inspected, please call the Building& Codes Office Disapproved Last revised 116105 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# INSPECTION ON: 1 "-�t a P� Name: '— ANYTIME Location: bALRIVA - APPROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURES'�` CO V 5 l r► �wt`a o�� EXIT DISCHARGE MAIN AISLE WIDTH X SECONDARY AISLE WIDTH V, ►a o L�` c, c le v Y� EXIT SIGN-NORMAL o!<- EXIT SIGN-BATTERY j�4 w-c� ?n u T5 c T Z- (f GL,` i n- S EMERGENCY LIGHTING lC , 1 iF1 P pit n NC�S' FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER INSPECTION FIRE EXTINGUISHER HYDRO 4A J�1G 5 FIRE ALARM SYSTEM , K FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM 3( FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION—GAS ��4 C�,n 'sS Q ISLAND HOOD INSTALLATION INTERIOR FINISHES 82x. STORAGE COMPRESSED GAS X, CLEARANCE TO SPRINKLERS ;< CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE x F.D:SIGNAGE—UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN OK THIS DATE OK FOR CO NOT OK INSPECTED BY COMDEV/CHRISJMWORD/LETTERS2001/FIREMARS HALI NSPECTIONREPORT11022001 WHITE—BUILDING DEPARTMENT COPY YELLOW—OCCUPANT COPY Septic Inspection Report Office No. (518)761-8256 Date Inspection re est e ive a� Queensbury Building&Code Enforcement Arrive: am/p part: pm ? 742 Bay Rd., Queensbury,NY 12804 Inspector's Ini al NAME: FZRMIT NO.: �� LOCATION: (.,/ �C �u��1 SPECT ON: RECHECK:: Comments and/or dia�ra Soil Typ — anO Loam/Clay Type of Water: unicipai Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length _ ft. Length of each trench ft. Depth of trenches �� t Size of Stone Seepage Pits: Number Size: x_ Stone Size: Piping Size Type Building to tank f Q�5 Tank to Distribution Box '► ^ bcAk LA Distribution Box to Field O g ea • Y/ P rtial ,'End Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _Y Engineer Report and As-Built Y Location of System on Property: Fron �Rea, �eftSide Ri h Side ,�J .17 Middle Front Middle Rear I �/ �` System Use Status: p oved P ial Approved and needs to be re-inspected, please call the Building& Codes Office isapproved C) V— —\-0 v-- Last revised 1/6/05 t Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: _am/pm D , art: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: h u PERMIT#: 194' LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y /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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate f 1 %z (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches frorn 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 ;l y: Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ) PERMIT#: l LOCATION: INSPECT ON: _—�� TYPE OF STRUCTURE: Y /A COMMENTS raming Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. llh�X Y"�nt iJ� fly' —f' Stairwells 36 in. or more c/ 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 r� 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 L:\SueHemin-way\BuiIding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 'r•NEW ENGLAND DESIGN 1170 ROUTE 6A-P.O. BOX 311 WEST BARNSTABLE, MA 02668 LETTER OF TRANSMITTAL Te 1: 508-362-9724 Fax: 508-362-9734 Delivered by:UPS next day AM Picked Up by: TO: Town of Queensbury DATE: February 15, 2005 Building Department 742 Bay Road Attention: Dave Hatin Queensbury,NY 112804 We are sending you the following enclosure(s): ❑ Shop Drawings ❑Prints ❑ Plans ❑ Prints ❑ Copy of Letter ❑ Change Order ❑ Other as noted #Copies Date PC#—Job# Description 1 2/15 338971;D03107 Dunkin' Donuts; 361 Dix Ave approval letter. These are transmitted for the following reason: ❑For Approval ❑As Requested ❑ On Loan x❑Approved ❑ For your Use ❑ For Review&Comment ❑ For Bids ❑ Comments Remarks:. Copy sent to S&S construction Sent to you by: Phillip C.Birchall C:\oorel\—Administrative\Transmittal.ltr.doe �i D New Englond Design P.O. Box 311, West Bornstoble, MA 02668 •Telephone (508) 362-9724 • Fox (508) 362-9734 Town of Queensbury Building Department February 15, 2005 742 Bay Road Queensbury,NY 12804 Att: Mr. Dave Hatin Re: Dunkin Donuts Pc338971;D03107 361 Dix Ave. Mr. Hatin New England Design, as architect of record, has reviewed and approves the construction of the above building. NED notes that the roof truss system was changed from bottom chord to top chord bearing. This resulted in spacing of 16" o.c. and eliminated the need for hurricane clips at each truss and allowed the diagonal wall bracing to change from 24" o.c. to being at ends of openings to stiffen the headers, which, in turn, now work better in wind loads. Also eliminated was the bottom chord strapping which NED calls for to hold between trusses fiberglass insulation in place and is not truss bracing. The insulation was installed on the roof and bracing was installed where manufacture called for it. If you have any questions please call me @ 508-362-9724 X14. Yours truly C //4 / Phillip C. Birchall Construction Manager -� h; (-••i",F`'.,�V'�"�„'>�stir„ d ,/ V Rough Plumbing / Insulation Inspection Report P1 Office No. (51 8) 761-8256 Date Inspection rtPERMIT Queensbury Building& Code Enforcement Arrive: t: AD-lba742 Bay Road, Queensbury,NY 12804 Inspector's Inffirff NAME: #: LOCATION: INSPECT ON:- TYPE OF STRUCTURE: YY N N/A PVC: R-1, R-2, R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates C 1 % inch min.Drain Size Washing Machine Drain 2 inch min. N- Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper, CPVC,Pex One and Two-Famil 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/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque ece' ed: Queensbury Building&Code Enforcement Arrive: am/p D art: a m 742 Bay Road, Queensbury,NY 12804 Inspector's Init NAME: 2,/L �o vvfl PERMIT.#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place V/ Rough Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Testf' n Drain and Vents C twoG> � - 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping ' y) Cooper Commercial Cooper,CPVC,Pex One and Two-Famil Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air'Su 1 for Furnace Duct work sealed properly/No duct tape COMMENTS: L-.\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: 61 Y) am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ti-• Y•w`n PERMIT#: LOCATION: INSPECT ON: 1A � TYPE OF STRUCTURE: , ' J, W. Y N N/A COMMENTS FJackStuds Headers /Bridging Joist hangers ky �Ji�Jc <: �.� r�[C Jack Posts/Main Beams -7- Exterior sheeting nailed properly z- 3I F Ir✓'-s`j 12"O.C. �E Iq`/ <,�Jo .r/1h,�rSa"t. �'X Headroom 6 ft. 8 in. J ✓ Stairwells 36 in. or more Headroom 6 ft. 8 in. - L'l� � h��s s iH j v&,1--T wj Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate _ C14% r, //3 � 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 Trs ra;h1) Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Tough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: 16 ,YLr- am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: I jk- NAME: I h PERMIT #: C2�04 '9/ LOCATION: ` INSPECT ON: Ala,•-. l�;,�CQ) TYPE OF STRUCTURE: Y N N/A PVC: R-1, R-2, R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/ Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial r, CPVC,Pex One and Two-Family Insulatio esidential Check/ Commercial Check f" .Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air S!!pply for Furnace Duct work sealed properly/No duct tape COMMENTS: LASueHemingway\Building.Codes.Inspection.FORM S\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Repor t'�) Office No. (518) 761-8256 Date Inspectio reque t ece ed: J 3 05 Queensbury Building&Code Enforcement Arrive: am/ epart: 742 Bay Road, Queensbury, NY 12804 Inspector's Ini NAME: di T`''`' �""t""` PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: (:erv, r - -'` P-I C, L C -- — J Y N N/A ®IVIlV1EI�'I'S 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and 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 LASueHerningway\13uilding.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ st rece'ved Z Queensbury Building& Code Enforcement Arrive: n3/ ep f a 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT #: )—CO ( — LOCATION: INSPECT ON: o, TYPE OF STRUCT Y N N/A PVC: R-1,R-2, R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/ Comm. Plumbing Vent/Vents in Place Rou h Plumbing/Nail Plates I % inch min.. Drain Size 7 Washing Machine Drain 2 inch min. Head o Air pply Test p �F Drain and Vents W 1 5 PSI or 10 feet above highest connection for 15 minutes ` ^ C Cleanout every 100 feet/change of direction e Water Supply Piping Cooper Commercial Cooper, CPVC,Pex One and 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/No duct tape COMMENTS: LASueHemingway\$uilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Foundation Inspection Report Office No. (518) 761-82.56 Date Inspection r uest re e' ed: Queensbury Building&Code Enforcement Arrive: anvpm epart: 'Q a pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Im NAME: I\WA 01 PERMIT#: _a- > — LOCATION: 'S2 i )(�- %) kz�k 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 concrete. Materials for this pu.Tgse 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/ ast peer / Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASuel-lcmingway\Auiiding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28.2003 v Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: i i J am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: 1 (\ PERMIT#: OLI- LOCATION: 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: 1.2 inch-width 6 in ties above footing it of for wet areas under slab ackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior r v R- U� �L.r,..�- e li Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: TO am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. NAME: N C PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y lei N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection froin freezing for 48 hours following the placement of the co crete. M,atefials for this purpose-on site. oundation/Wallpour Reinforcement in Place Founda on Dampproofing n tion/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 1.2 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHenvngway\Building.Codes.Inspecdon.FORMS\Foundation Inspection Reporkdoc January 28,2003 t -L-P Cis Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: IQ 71" am/pm/ Depart: anv`pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: _ PERMIT#: LOCATION: Co ( ` INSPECT ON: _ TYPE OF STRUCTURE: Comments Y N N/A Footi Piers Monolithic Slab Reinforcement in Place The contractor is responsible for ��A 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. LASueHemingway\I3uilding.Codes.InspectionTORNISWoundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 1,ctr am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: �` �,; �U+��f PERMIT#: D CJ' LOCATION: 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 concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 1.2 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. LASucHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection r ues rec ve Queensbury Building &Code Enforcement Arrive: m/p Depart: a2� a pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia s: NAME: ��\ � e`��Lj P RMIT#: LOCATION: SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/ Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width n, eabove footing mil polZ for wet areas under slab �� Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation.lnsulatio Interio xterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 (" Permit Number Envelope Compliance Certificate Checked By/Date 20.01 IECC COMebeckEZ 5offware Version 3,0 R�leac la Data filename: CAP-rograni Files\CheckiC0Mcheck-EZ\Di;: Anti '. Section 1: Project Information Project Name: Dix_M6.' Dunkin' Donuts off. ✓ rJ . Designer/Contractor: New.England:Design'/U:'U .Const: inc `Tr a � r:� Z Document Author: Kevin Strainer r, ZQOQ Section 2: General Information Building Location(for weather data): Glens Fall's 1gew York Climate Zone: . 15 Heating Degree Days(base 65:degrees F.): 7635, Cooling Degree Days(base 65 degrees F), 355 ". Project Type:: New Constriction Window/Wall Ratio: 0 16 Building Tvne ' Floor Area Restaurant 2268 Section 3: Requirements Checklist.'-. Bldg. Dept. Use _ Air Leakage, Companent Certification, and Vapor Retarder Requirement [ ] 1 1.. All joints and penetrations are caulked,gasketed,weather-stripped,.or otherwise sealed. [ ] 1 2. Windows, doors, and skylights certified'as'meeting leakage requirements. [ ] 1 3. ComponentR values&U-factors.iabeled as'certifed.. ',. 7 , 7 Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R Value R Value - cto U-Factor Roof 1: All-Wood Joist/Raffer/Truss 2268 0.0 22.0 0.043 0.051 Exterior Wall 1: Wood Frame, Any Spacing 3230 19.0 8.0 0.044 0.074 Window 1: Metal Frame with Thermal Break:Double Pane Clear, SHGC 0.68, PF 3.00 509 — — 0.630 0.520 Door 1: Air Lock Entry 49 — — 1.080 0.120 Floor 1: Slab-On-Cnade:Unheated, Horizontal 4 $. 206 — 10.0 — — (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 19%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 2001 IECC, Chapter 8, requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. r Principal Envelope esigner-Name . Signature Date Permit Number Lighting Compliance Certificate Checked By/Date 2001 IECC COMcheck-EZ Software Version 3.0 Release la Data filename: C:\Program Files\Check\COMcheek-EZ\Dix Ave. Section 1: Project Information Project Name: Dix Ave. Dunkin'Donuts Designer/Contractor New England Design/S&S Const. ine Document Author. Kevin Strainer Section 2: General Information Building Use Description by: Whole Building Type Project Type: New Construction Building Type Floor Area Restaurant 2268 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/1) 3856 2448 — I Exterior Lighting [ l I 2. Efficacy greater than 45 lumens/W Exceptions: Specialized lighting highlighting features ofhistoric buildings; signage; salty or security lighting; low voltage landscape lighting. I Controls, Switching, and Wiring [ ] 3. Independent controls for each space(switch/occupancy sensor). Exception: Areas that must be continuously illuminated. [ ] I 4. Master switch at entry to hotel/motel guest room. [ ] 5. Two switches or dimmer in each space to provide uniform light reduction capability. I Exceptions: Only one luminaire in space;An occupant-sensing device controls the area; The area is a corridor, storeroom, restroom, or lobby;Areas that must be continuously illuminated; Areas greater than 250 sq.$. [ ] I 6. Automatic lighting shutoff control in spaces greater than 250 sq.$in buildings larger than 5,000 sq.1t. [ ] 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: Electronic high-frequency ballasts;Luminaires not on same switch 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 2001 IECC, Chapter 8,requirements in COMcheck-EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. Lil Principal er Name ignature Date �tin g Deli� Lighting Application Worksheet 2001 IECC COMcheck-EZ Software Version 3.0 Release la Section 1: Allowed lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Building Type cwatts/$21 B x Cl Restaurant 2268 1.7 3856 Total Allowed Watts= 3856 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description! Lamps/ #of Fixture 1D Lamp Description/Wattage Per Lamp/Ballast Fixture Fixturm Watt. (D x E) Al 2x4trofli r/48" T8 32W /Electronic 3 16 32 512 A2 2x2trofRr/24" T8 17W /Electronic 2 13 32 416 B ff-OUR.DOWNLIGHT /Triple 4-pin 26W/Electronic 1 6 26 156 A3 lx4trofler/48" T8 32W /Electronic 2 7 32 224 F4 strip flour. /48"T 12 40W/Magnetic 2 4 40 160 F8 strip flour. /96" T8 ES 60W/Magnetic 2 3 60 180 C5 pendant/.Incandescent 25W 1 10 25 250 WSC ext. wall sconce/Incandescent 50W 1 11 50 550 Total Actual Watts= 2448 Section 3: Compliance Calculation Ifthe Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Total Allowed Watts= 3856 Total Actual Watts= 2448 Project Compliance= 1408 Lighting PASSES: Design 37%better than code Permit Number Mechanical Compliance Certificate Checked By/Date 2001 IWC COMcheck-EZ Software Version 3.0 Release la Data filename: C:\Program Files\Check\COMcheck-EZ\Dix Ave. Section 1: Project Information Project Name: Dix Ave. Dunkin`Donuts Designer/Contractor: New England Design/ S&S Const. inc Document Author. Kevin Strainer Section 2: General Information Building Location(far weather data): Glens Falls,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days (base 65 degrees F): 355 Project Type: New Construction Section 3: Mechanical Systems List Quantity Sy,t�Type&Description 3 HVAC System 1: Cooling: Roo$op Package Unit, Capacity>=65-<90 kBtu/h,Evaporatively Cooled Condenser/ Single Zone 1 Water Heating 1: Service Water Heater Section 4: Requirements Checklist Bldg. Dept. j Use Requirements Specific To:HVAC System 1 [ ] 1. Equipment minimum efficiency: Rooftop Package Unit: 11.5 EER [ ] 2. Integrated air economizer required Requirements Specific To:Water Heating 1 [ ] 1. Heat traps in inlet/outlet fittings [ ] 2. 1/2-in. insulation on 8 1 ofinlet/outlet piping ifno integral heat traps Generic Requirements: Must be met by ali,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 gutomatically offwhen primary system is operating -Exception: Multiple units contnnlled to sequence operation as a function of lead 3. Minimum one temperature control device per system [ ] I 4. Minimum one humidity control device per installed humidification/dehumidification system [ ] I 5. Automatic Controls: Setback to 55 deg. F (heat)and 85 deg. F (cool);7-day clock, 2-hour occupant override, 10 hour backup -Exception: Continuously operating zones -Exception: 2 kW demand or less, submit calculations [ ] 6. Automatic shut-of dampers on exhaust systems and supply systems with airflow>3,000 cfm [ ] 7. Outside-air source for ventilation; system capable ofreducing OSA to required minimum [ ] I 8. R-5 supply and return air duct insulation in unconditioned spaces I R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly -Exception: Ducts located within equipment -Exception: Ducts with interior and exterior temperature difference not exceeding 15 deg. F. L ] I 9• Ducts sealed-longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181 A or 181 B tapes and mastics [ ] I 10. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [ ] I 11. Operation and maintenance manual provided to building owner [ ] I 12. Balancing devices provided in accordance with IMC 603.15 [ ] I 13. Newly purchased service water heating equipment meets the efficiency requirements [ ] I 14. Water heater temperature controls: 110 deg. F fDr dwelling units or 90 deg. F for other occupancies [ ] 15. 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 have been designed to meet the 2001 IECC, Chapter 8,requirements in COMcheck--EZ Version 3.0 Release la and to comply with the mandatory requirements in the Requirements Checklist. l��tl 99.1 el .SicO /Z�rt"l� t' �� Principal Alechanical Designer-Name Signature Date/ Mechanical Requirements Description 2001 IECC COMcheck--EZ Software Version 3.0 Release la Data filename: CAProgram Files\Check\COMcheck-EZ\Dix Ave. 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 ASHRAE 90.1 Code and must meet the following minimum efficiency: Rooftop Package Unit: 11.5 EER 2. An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected climate. An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. Requirements Specific To:Water Heating 1 1. Heat traps are required on noncirculating water heating systems on both inlet and outlet connections. Heat traps may be purchased or field-fabricated by creating a loop or inverted U-shaped arrangement on the inlet and outlet pipes. 2. Pipe insulation fDr the specified noncirculating service hot water system is required for all piping in the following categories:a)the first 8 It of outlet piping from any constant-temperature, noncirculating storage systemb)the inlet piping between the storage tank and a heat trap in a noncirculating storage systemPipe insulation must be at least 1/2 in. and have a conductivity no>0.28 Btu-in/(h-ft2-'F). Generic Requirements: Must be met by all systems to which the requirement is applicable 1. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. -Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be otfwhen the primary equipment and/or system is operating. -Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable ofautomatically 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 ofmaintaining programmed settings fbr 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 shutof control is not required on systems with total energy demand oft kW (6,826 Btu/h) or less. 6. 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. 7. The system must supply outside ventilation air as required by Chapter 4 ofthe International Mechanical Code. Ifthe 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. 8. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled)must be insulated with a minimum ofR-5. Unconditioned ,o spaces include attics, crawl spaces, unheated basements, and unheated garages.b) Supply and retum 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 dif fence between the interior and exterior of the duct or plenum does not exceed 15 degree F. 9. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics;mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181B. 10. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 11. Operation and maintenance documentation must be provided to the owner that includes at least the fallowing infnrmation:a) equipment capacity(input and output)and required maintenance actionsb) equipment operation and maintenance manualsc) ITVAC 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, fiir digital control systems, in programming commentsd) complete narrative ofhow each system is intended to operate. 12. Each supply air outlet or difinser 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. 13. 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 ASBRAE 90.1 Code. New service water heating equipment can be assumed to meet these requirements. 14. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110 T for dwelling units and 90 °F fiir other occupancies. Controls must limit output temperatures oflavatories in public faci l ity restrooms to 110 'F. 15. Stair and elevator shall 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. WINDOW SCHEDULE Job Site/Address: Dunkin' Donuts, Dix Avenue, Queensbury Date: 11/10/04- Owner: Thnmac R Iprpmi ah Rurke Application No. j3 Q " Window Window Window Unit or Rough Rough SQ.FT. SQ.FT SQ.FT. Clear Clear Special Hardware Number or Manufaturor Model/Type Stock Openin Opening Glass/Vis Egress/Cie Opening Opening or Instructions Letter on Name Numbe g Height ible Vent ar Width In Height Plan Call Width Light Opening Inches In inches Size Front 4 A.F.G.D. 4'-6z 8'-6% 34. X 126 4 0 0 Left 2 8'-0 8'-W/2 62.625.2 0 0 Right (1) 8'-0 8'-62 62.61 Vestibule Front 11'-2 9'-Oz" 83 49 6'-10" 6'=10" 6'-11" Vemii� le 5'-2" 9'-Oi" 1 41.8 0 0 0 0 VesLe ule 5'-2" 9'-0% 41.8 0 0 0 0 Drive- thru 10:-6" 6'-0" 55.72 - - - Drive-thr Sides 2 1'-9" 6'-07 8.0 - - - Example Entry A �'---Andersen- Narroline 3062 3' 2 6'5 '/2 15.30 8.36 6.01 34 2416136" Tempered 0 Double 1/3" 11/16 Glazing o i Hun © f' i CADocuments and Settings\.Suue\Local Settings\Temp\Window Schedule.doc Job Site Address: Dunkin' Donuts, Dix Avenue, Queensbury Date: 11/10/04 Owner: Thomas & Jeremiah Burke . Application No. File No. C) Building Permit — Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req.Light Actual Req.Vent .Actual Sq.Ft. Remarks Room Room 8%of Room Light 4%of Room Vent opening for in Area Square Area Square Egress Square Footage Footage Feet Sales & This is a conditioned space Ser in Area 1125 90 554.15 45 49 49. 49 is oor opening s �Ir F O N r._ ® i` LASueHemingway4uilding.Permit.FORMS\NatLight.Ventil.Calculation.Sheet doe New Englond Design P.O. Box 311, West Bornstoble, MR 02668 • Telephone (508) 362-9724 • Fax (508) 362-9734 own of Queesbury December 3, 2004 Building&Codes 742 Bay Road Queensbury,NY 12804 518-761-8258;F=518-745-4437 Att: David Hatin, Director or project Inspector Re: Dunkin' Donuts PC338971,D03107 Dixx Avenue Copy S&S Construction Dear Inspector New England Design has been asked by the Contractor to revise the floor plan to show a second exit door with awning on the right side and to add emergency light to the exterior at.exit doors. See the enclosed Al (door), A2&El (lights). Enclosed is a cut sheet of the cash station indicating the height as T-10" meeting ADA height requirements. Also the makeup air required is the O.A. total for the HVAC or 1300 cfin. Finally, the roof insulation will be a rigid foam board meeting the Building code with an R=22 value or greater applied over the roof plywood in lieu of the fiberglass"foil faced insulation called for in the plans. If you have any additional questions and need additional information please call me at 508-362-9724 x14. Yours Truly DA Oes 0.S -Phill Birchall Construction Manager � J� FROM smith/Kelly/New England Design FAX NO. : 508 362 3156 Aug. 01 2003 04:25AM P13 07/31/200341-8-FAX 518, 452 9234 VOLUER ASSOCIATES 0004 ............... LTASSW,ATES-LLF- QAT& 2 LkPff- ............. ...............__ VA7r- ........... ..................... CM$14. "r_L4 DAM0,7 J I/jR!j N 0,1 RECEWED NOV 18 200 MM140m P&-?6*,j t-0,U5 f;P-- �,QILPIO�q$ ANP TOWN OF QUEENS E URYCA-56F- BUILDING AND Cd jE DCht> LOA-T,-m k*Wm or 40P,.6.4 -jo Av it Lo �er-r vz- 4u L-Alp V,x 17 T, f IV 5 LW L by(-�7 L4AP (EXCZ-FT -W &.NsLmAbwl Lr r � bF lqvv� L-0" - P&rj E I IJ(, -L,4b FAIN L4A:p aiv a-j L VhD T_ MkE .ov C TV 4,57 W PRA'GUETOWNA0, 4 No P,,H,-N.Y'-12834 FROM. : Smith/Kelly/New England Design FAX NO. : 508 362 3156 Aug. 01 2003 04:19AM P2 07/31/200.5 15;16 M 516 452 9234 VOLLMER ASSOCIATES ........... ................................ RIMY ASSOCIAT15 LLP L-r7- ............ DATI ............. REV= ........ DATC: .. .............................................. ZIAM ;:A". NO. : 509 362 3156 OHM Aug. 01 2003 04::� t Q DU_ -5 5.3.-5 F-A-1 R 1!--!U UV 4 VOLLMER ASSOCIATES 410Ut$ ........... ...... .... ...... Dk A f=2 Ga 1 i LT 2 ............... 0 All, .......... 54 W(S Li tz tj o wn L.IVF LbAD utrfoN s-r- WV6 L-�AD R 06F \1 E L-oA'D,$ 16-5 Alve-il0e7'S 1--:'; 4{ j te"m G7 FROM : Smith/Kelly/New England Design FAX NO. : 508 362 3156 Aug. 01 2003 04:20AM P4 07/31/2003 15:19 FAX 518 452 $234 VOLLMER ASSOCIATES I& w w PR0jrcT;f............—.1............................ MOCIATES LLP .....------ CUM- '��b/_A FROMM1 1------- NuY---------- ........... -.Wkl �-'068�............... AEURP ft---.................. Mr-. ........ ....... w L-b AP.Y ........--l'............................I.......... cm jw .................—.1... wk-7-r1L/.431j DW Lv K�5 S(NT3 160t, 1 ti7) 1,05i 5eTA1,,J : - VF- ALSC-C Zt'xP05qp-c. VA-Vvf, 0"I3 !Let :;.I P,+F--nAu-Y 4PcrzoSw1? FAre-r9k 5 T*s w i�ow CT- a Yipvj L-0 A b ?5zvf 5 TKL4 6 v'4'!r ck-'no cf-I -Z 7-,3 p- R )tj N-9 w 6 V4, 10 ,jr fpd1jP10� MT"I't-LT'y P,-;r-e.�7" -F 11 �,s 4 FROM : Smith/Kelly/New England Design FAX NO. ' 508 362 3156 Aug. 01 2003 04:20 ABM P5 U;-9i/2644 15:1$ FAX s18 452 P254 VOLLMER ASSOCIATES y� PROJECTk., . ... ..........................._....... 1 A5517C1A1LS klP 4MteltsY._.W. ,,,.. 11ATP 03 ' ` P�oJEt7:...._'✓_��1��.._.��.�TS-----� ,,.,...�._..._.,,._....... CAB::..,,.,._,.,,.,,.. .__—.. 5ve7tCr ......._........__._. a0a h+v a_....4m k S..__ o ...... Ek Tlf�lr i ]p1 lrSE� A-7 7 , � �1.� �-,5` .I �9 Psi• t 6 9 CAS€_' + 5�3 k = t7' 4tn+4$I in1a 6pit A WA°'�� Ne-k^b ti+ci' RPIF 7!-WIJFD , T,1r�S t?n> Lbw T+'fio Cj A1.sC,,; 74- �Nra y�,rs r'f'I �' � a.13 ?+, k l y c �0 1��.�.3 arc&'� �. �•-'� }!l4 l..cJ 13 Sew w ' '^Ar> b b f'f t 9), n R h Ad "v$JDti3!w- RI 'f s FROM : Sroi%h/Kelly/New England Design FAX NO. : 508 362 3156 Aug. 01 2003 04:21AM P6 Gi/�i/2U09 i3:�0 fi� 518 �52 925� �'61.i1dbR :19SO�:IATES �1�1U8 _.......... .......... stsgFrs..... .�.. Or:•..�. ... ►aGET_ _.......raF•.—._.. 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Gad some 6?6 w,+rd roof H- Itimior was of to w*4 roof 9, Whore monE E or Q NU ac a roof mbn ed Ibew'st mkid side of am b�e'ld m minion rmd Gw for iMprMM oa th-hodwift! proj�aon ofthr avnhan� t?vv�tpn�ao dsalse�rdutd side odgss s>A,11]mr�$e h:sie zone pa�►ty s�iicd i0, Nvtatlon; uu topetog�tarlmarhmv�tuid;a rstas.ar6.Ai,wh�elicuerisba"r,bur not 19P than elther4%of169*horirontaldirnef&W or ft(Q,9!a), k i+]emseofhelgltl,tafeci(mete�skacegstthalasveHeazhlehs]ltauxdfarraaEsngtos�cl0°. k A,npot olm of rtmf 6vm bDrl2antat,io 8tv", ai lttinlmnm Design L*Wa for&Y oos area CMw 6tt dumw Y FRDM : Smith/Kelly/New England Design FAX NO. : 508 362 3156 Aug. 01 2003 04:22AM PS' J$:21 FAX W 432 D234 VOLLMER A55UCINNES wwti Force Ru ttbng Symm-Me&od 1 b t 601E jqgK#§4(e*ftt1d),1, Ded6gp Wind h'osum waus Roofs soft 4 Pifed 00sagn Wine PfeSsU1'm,Psn:(psj�(jixpaaum a ath=3oR*Ib!»1,o) NOV 1 .�/ 20 aPRO � Ang'9 q� HOtt;a�algTmaen+ vauc9numm Oveftr* �,"�/IV OF (m ) (dEWQdEI $ A D E P 6 ti 66�1 dat LQ E n tais t 11.5 -ti8 PA. 35 ,138 .T9 $S .!).1 d93 75, AN u R'f 1a• 1 1x,9 -&A B$. v3.1 .13.6 �3 :LS 49 -193 =i99 CQ �` is, 1 14.4 B SA -17 -13.0 $D -Sh -BA -to .1511 2W 1 1 10.9 -4 2 1ae 4 a .121 -am -&5 A .19.3 -15.1 2s 1 tE4 3 3 10.4 Z 4 4A 48.7 -70 •11.0 4 -417 4LT -10.f 2 .-+ 2 •3.4 3tl b 46 1 12.8 1.p 10S 7.0 1,0 7,8 � •G.7 -4 0 S-2 12.9 ee 1D2 T.Q 6Q 3.B All •46 •S.2 O tQ E- , ,9.; �,7 8.3 •10 4 -8.8. �T .8� �i.a -16.9 10° 1 14.5 9.5 „&S AS.4 AA 02 42. -21.0 10. 1&' 1 loll 44 10.7 3.0 -1 BA 40.1 409. 7.7 $14 -10.9 go 211° 1 f73 r17 !!.p 26 -16r4 •14.7 -1Qr 8.1 ZITS -10A 1 2-9 11.7 2,7 -7.2 -4.9 42 71 -13.3 -11.A 2 -IT -6.$ 47 1 -3.! - OM46. 1 1" 9.9 itS, 7.9 1.1 -019 OA -T.5 -5.1 .&a 2 %S 89 1i.5 t,p &6 -44 4A -3.1 .011 •" 0 Eq 6' 1 t69 �B.Z l0,6 .4.0 79_f -1a8 -Isla •4.4 -20.7 10' 1 17.9 $r4 11A �.3 -19-1 -11.6 .1213 A-$ -MT -as IF 1 18.8 $6 193 ro.E -18.1 •1134 -i@.0 4-6 �� 20. t22 4 -S,6 14.8 -9.2 .18,1 _AU -13.3 AC •-26.7 40.9 28' e t2 14A. 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' FROM : Smith/Kelly/New England Design FAX NO. : 508 362 3156 Aug. 01 2003 04:23AM P10 07%31/2003 13:22 FAX 518 02 9234 VOLL3MR ASSkIATES 11U13 ' MIEC-79............................... .____......__... SNEETrle_... OF...{.af Na;r ,....,,rOP:.._..... ! +�50ClAt�S:6P �lAAF 6Y:,....�:�""f__.......�,...,.r_ t�.�►�.�%.�r f� fPRCWrn• ,�-� .kJ r n 4, �N.,CI _._....._......._..--- c+tev ev,�..... ............ DATE. sueTECTt....2 h,1^._[ 5? 3'�.,,__ yes:_..__��W,,..., ._ CAM 5.7 5/sal i G., -1-ca_Ikis� CHW BP D-Im. Af;J/.Op I , x = C',s V wo 4;In)Rr Vx ' No ►`'Ix= 'l.pj�� .�'rg?psi`' �1�'��j��' � . p'� ''��ffi Y?�c .FROM : Smith/Kelly/New England Design FAX NO. : 508 362 3156 Aug. 01 2003 04:24AM P11 07f31/2003 15:22 FAX a16 462 9234 VOLLMER ASSOCIATES 2ft .................................. .......... PRO------- LkTS .............. ................................ ....................... P a�J LIAM-7— /.21 kip- 9--'�jIp cooac-t 14?41 -14 �, c -S a "'5 roe-. 4,,,ew---PT -- a ZIF 1�14 1 L DpVj�, I�rl&7 W-T FROM : Smith/Kelly/New England Design FAX NO. : 508 362 3156 Aug. 01 2003 04:�2u4AM P12 Q7/31/20Q3 15:23 FAX 518 452 81234 VOL MR ASSOCIATES ' VL a rE�r SHFEr* 17, OF 1 PAGE C OR A6SGGIRTgp{,LR MADEBY' l—£ DAM p"t-?j• 5 PRNECT- , (q k1A/r 1�*c7�Jii}`j CNiGDBY� DATE, Seisrnlo Load?§umMry Item t,Ns value Cade So don Paw NO, Site Class Table 1615.1. 317 (De;3uh►o site trisss Gi amuon 106J.1 315 ' Figure 1611(1) 318 p , Li (Ebert Pena cpacE aj ecca�ereuen) s' Figute iei5(2) 319 b. (i-Wfld snactralacce►emkm) Fa 7eb)c 161a.9.2i7) 32D (sfle caeftriaat-Mort pe 6d) - ! fv TWO lei5.1.2(2) 320 , Wde t w%cawR-i mod period) 5h Equation 16-16 317 01 , (etl ustad 01ort Peric0 speelrel response) tml equation 164T . 317 o gulled a sae.tad specitst rasparrae) ' Sas Equaton 1$48 320 (&..t parted design irsl - six Equation 10-16 320 d, (1 ow.pa w 4togd sQcvetrol -por►se) Wam-to Use Group Table t6a4_5 297 Z $olsmic Design Cebsacay Table 1616.3(1) 324y jst}aut perbd r�pottse) Seismic 1]*:sign Category Table#fi6.3(2) 32A 9 wand psiad re9p( fs ) seiernia Design Category (most severe of above WO) natysis Procedure Used Seca or.1516.6 $26 t'ta� 41 1r FOP— sclsml L vewq S Buuding C4wnporternt6 object TO SWen 1021 30 f l cI�r Setstrae DiWgn RequUements: Af-tA j trrnFa,vc•�S Architectural Sedon 1621.1.1& 345 v to J*Awin>>?,%osF Mechanical $action 1621A.6 $47 Plumbing sedan 1621.1.6 -347 Fie�rieal Bastian 1621.1;6 347 Notes: Vollmer Asseciat"UP seism)txls FROM : Smith/Kelly/New England Design FAX NO. : 508 362 3156 Aug. 01 2003 04:25AM P14 OTAI/W4 13;23 FAX 518 452 9234 VOLLMER ASSOCIATES IA016 ZipcOde Look-Up Omputi 1 7;, or 17 P I of I The snout zip-cads is 1280". 91? CODE 12804 LOCATION 43.3285 Lit. -73.6796 Long. b1s=G.: TO VEAREST GRAN, EOINT 3.2809 kma "MMST MiD min 43.3 Lat. —7w.7 Longr. Psabzblliatie gim=d met9 : v -hinds, ii 9g, at the Nearest Grid paint are; 10%1?z 4r. So yr 5&?E in 5a ye 2%PE in 60 yr VC-A 8.1.76292 8.774051 16.31/678O 0.2 sec SA 1-2.019770 !D,701521 33.07538? 0.3•eec SA 9.772245 15.439970 Y6.349040 1.0 sec SA 3.709113 5.805818 9.98e787 •- - - - - - - - - - - - - - - -. iripit zip-eade is. Zip code is mo smd wo go to the end and s0p. 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A N NA r Kcri T 0 120e04SA FA N o AIA g y Q w� `'' (M� NJ. _ I1 160108 � ta 1 1 N 11 ntl. p1 alm H g �+ Im aqR _ 3 , � AMM Cq7 f~Jl�tp�a 0 * S p1 O MIm I `w w t' m A Fa� s u A g 00o v�I 0 W A M Nwml]pq� rl KI oN oaayiOH c7' IM Rro A. NAN DPP H t!H wop G q 83' ippE@@i �11 A W 8R c ` lam r1 µr b Q Q$� 10II�� I I 1�1 NA W c o 0 b' « =m A .• W al vI a � SIR C 230808 2s o0 11 ^a Q1 m W y G 4! !/1 M r M M H r•7 VJ 6j w 11 1 1 ®�w e. >v M R 26o3Ge 6T� r�il g me tf"I asslIet H H - IW.In6 Y O tf G w N m V b�s ti ti b 5r r �i r pp pw a m Epp 1{3 MMMMM ' T�IO�'� ICJ A� ��pp+W�n �• ... �'O��•��y l 9 m. I. WP � Wr N we oon on o a� to � F+ G7 Rl•O b � W MM m EC 3 2004 uob: a0426 Xikrks 74 Quantitye 29 Type: N200 Span:. 240008 P7-81: 10600. Left Oli: 0 P Right 0H: 0. 1? Page 1 U#0225 J#z0426 IUNKXU DPWTS DTZ: AV8 SCHOYLERM-Iry BEANCB ELL PLATES CfiMRED CSZ SITE LGREER LATCM BNAC= 11=111 N REACTICNS: Common Truss ow JOINTS RXCBPT: TOP 0.48 4x Z SP-91 O.C. FRWK TO AT RELLT am KID RBQ WID Total Design Loads (plf) - Jr FL1z8 SIZE 8 Y BTK 0.52 4z 2 SP-SS TC Cout. 0 24- 0- E LES ffi-S= YU-St TC 306-76 A to 106.70 B OA ME 0.29 4z 2 M-42 BC Coat. 0 24- 0- 8 8 1432 6- 8 1- 0 8C 13.30 o t0 13-30 r ` CDC 6.0ox 6.00 0.16 C81T' I 1431 6- 0 1- 0 B REPBTS1I9E REMEER 317CREt.SJ�S: - I40ZQ5: j G 4.00x 4.00 CMlR -9.50 FB 15.0% FT 20.0% PC 10.01 UPLIFT romm AT BEARINGS Trusses Manufactured by: CD Z 2.00z 4.00 -0.25 -0.50 BRG UPLIFT BRG UPLIPr SARATOG& LMMER TFAUgS CD AA 3.00x 4.00 0.50 CN= LES LES Analysis C=forms To: 8 4.00z 4.00 CWTR -0:50 B 146 I 246 ANSI/TPI 95 6 02 16 Max gap between edge of brg• p7 4r 5.00z 6.00 -0.46 CWXV LL Deil -0.44- in 2 -S L/627 and end vertical is 1/2a. 0-) 8 TL DePl -0-57a in T -S" 6/483 8: 2.00z 4.00 -0.25 0.50 Shear // Grain in C -G 0.22 K 5.003L 5.00 Cai1R 1.00 1 r 0 4.00z 4.00 .CRIB 0.50 Ir S2 3.00xlD.00 CRTR CNTR M R 2.00z 4.00 0.25 0.50 This truss gust be Installed CD S =0 OO 3. x 4.00 .50 CHM as shown. It cm-ot be S1 3.00x7.0.00 CWTR CRTR instaLlod ppside-down. LD V t.OQz 4.00 CHM 0-50 Wind Loads - ANSI / MM 7-98 CD D 2.09=4.90 0.25 0.50 T7cuas is deli CD geed as a MaiCN n Hind-Ports ResistanoQ System. I Wind Speed: 90 mph LD !Mean Roof Beight: 25-0 _ Etposare Category: C C:j occupancy Factor : 1.00 , E¢rloeed CD Building 1-8-0 HD 1-8-0 Z �ttiion: Exterior HH 1-6-8 86 1-6-8 TC Dead Load : 6.0 pug DC.Dead Load 6:0 psf 2x4= 2x4= max Corp. force 5015 Lbe 6x6=• 4s4r 3z4= 3z4= 3z4= 2x411 3x4=3m4= 3x4= 3x4= 4x4=. 6x6= Quality Control Factor 1.25 A 8 C E G V TLL Z Y Z. AA S3 ED CC 7,R N L L H CD T . W3 n 1-8-0 H id4 Wl 2WI Y4 W4 Wt W4W4 N4W4 N3 M :6 600 � R:1d32 P V B�'. V T. ElmS R. Q' P 0 BM A:1431 U L V: 145 4x6= 4x4= 33L4= S3 33, 3z1= 2x411 3z4=S2 3z4= 4x4= 5Z D: 146 LLi CD p o 20�liHS-3u1G= V OF 20G-NHS-35e10e o= � 00 o o O N n OF OR Ln TC 's a -4-2-8 5-8-8 _J B-2-0 1 10-8-8 J 'i i' 15-10-S 1 18-4-8__20-10-8 122-6-8 HC c 1-4-We 9 0- �11 La 9�f-6-4=aT8=10=8TI1-$-d mTl6-6=8 TZS-0-a f 21-6=6� t QF r� 1 24-0-8 1 Exam" AS 5BOW ALL PLSTBS ARB I.00820 �r a LLI lilt' J v v w J REMY= STe URobbins Engineering, Inc. IMM TO RDEBiEB OM. GINEML PO Box 290055 I RB S AND SIOLS BUST M I Tempe, EL 33622 ADDITIONAL SPJ=FYCATxw. Robbins Engineering, Inc./Online Plus APPRQZ. TRUSS i48rGETe 171.3 LES Scala: 0.250" . 1' RLIBEDG LOCK eareorr pk=(MyL Ph-led-ASM AM SS fwak Msh3gbr'. VAb is En Cuban wcapodViV sdi WW-s or app d=Tansease=Aeeb)dacemieKra.d:boana,bebj pa._M( =kde.R&,nBOtaiurAadrahasTnnnuecustimdm Standard Lauding Designer: J09H bULLIM iLda'(Ordr�re.OHestla■fai.d4ret b�a'r•,pdofekpLep en D'0db0erira S:k so4lhdir..WlemeedaS3TLA raer.aad■I6�wc TC Live 70 psf 'Checker: li0LT8 ASSIMUM --d'-qsFnFQcn I bn■iaz_prow U i.Wrrm.c re.Ipirs■:b'Meredlon.Ore:er ryes:eS■ae Y baeLg ateA rppu.i d•do+t.u.¢':Cmb.r�le No rrdQ•6 dries�icouow TC DPaB 10 pug Tte73eaPer e sad,.�mradlQlydetaer■L¢Oeetl.idbwotors,r repef+rmea.iertpmrt 9areor,Wa.dastd:zr..a beemeh■dr dus be.iraa�kacN In 4e BC Live. 0 pet Designed: .tridpn,r mmolursla:aslp+reclAkdeftfi .&F -dhwu dmr BC Dead 10 psf Rev No: Q adheFded r aacaYia ibs s■dedgewmfie.s:.dn■iai�lremrrd se■eLetder L NFrA6-odpspeAeauoa2WLW111aYrtar Co■roervwodTresr M4 rehiupaed olweSrKUwt d urUm Smug k4mu by re h"b.sgemer Total 90 pat may.Date: . LL bkmddcU-ft=ftAL L-ber SI 2.15 Run Date: 22/13/04 ¢ FURN�A[brrosness®CNTOERWnWCaMMMOt Piste 92 1.15 Vsraiam: 1T.O.OZ3 S R l3ITM slCSIPMUCI171"V 0FTd9 SUa=G et9GN=AN0 TRUSSFALTO REVWW THEDRAWKG.E Spacing L6.0 in. 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Os'o xslb Do's woo'1r o _�j 1 00'T 8"'^ DO'S x00'S K 6T'Or R- K Of -m29 // xeww OS'0- SZ10- 00'b x00'Z 8 921;/7 8- 8 df .E510- TIM 7S 8 CD . i Z/T a? 111=74X&n TIM Fu TfL/I S- i aT .8£'0- T3oa 94 %= 9Y0- DO'9 xaO.9 C C.p i faR 30 aBPe uaenyaq des xem 4 s> T4v0*T ZuTzeeq HT x OZL a OS'O- 83)D DO** ROO'* K 11a�e4- "023 aaaeasd SAI SaR 8S® 0910 DD'b x00'E ee � 'gtun aTbaT a linda MR s8I7dII eve OS'0- SZ10- OO'b Y00'Z Z p se '4ye 0q Z&Td Wmai'3 Ara=cms WHZELSH Le otmm IdI7d0 OS-0- x1m 00'b YDO'b S d7 ermmo X msmz arQr ma z I_ vy enri 00'S6'C uz H ZO 9 56 Ids/Isw T (84T)-aPelo'I it Fad 0 -S 0 -9 Z59L I 7ltuZf 9i'O 00'9 =00'9 a � :oy emao3uo0 sisl[Tene x OL'9Z 04 a 9L'9Z ae D -T B -9, ZE9Z a e -0 -3Z 0 '3�38 %i-rids Z xf SZ'O Sias e � I V' HMM7 VJOS M 8 OL'96L o7.Y.et'98L aL y4-m1I IS-al 'Sill S -0 -bZ 0 '3�D aL SS-as Z Wil ZS'O xz9 E x 88IS Rx"a IV :A4 Pesn4oe5=U t—�& (ITd) oPooq imsp-a T�0L Girl MM dill ale MUM ss ax JIM -J-O to-as Z YS Isla am =3d8m snuac go :SHL,OH "nu wommoL7 lGH0ZE.7m JmmlYVK OHIO= 7VEZLY7 39M7 8825 ISJ almd 'Plk yeas mmu=mms sAY as szawa mama 9ZfnL¥r SEEM. T esEa a 0 lm ggfiTx a 0 mgo :t;wl 00130T mTs-Td 80006E =tmdS 00TB 7ed t aZ*Z mX*T,4awna Sr. l2l=z gttoz moor Jobe a0426 mark, 73 Quantity: 2.2P Types M100 Spacer 261000 P1-331: 10600 Left OH: 0 P Right 011: 0 P Page 1 U#0225 J#a0426 DMW-W DMMS DIX AVS SCHMERVILLE BRAACH ALL KATES Cchrm m C91 SI2.8 raxwm LI►SHBAL MmCzW WRT336 [•E&=ORS: Coon Tram W=S: ON JOINTS EICSPTr TOP-0-46 4x 2 SP-SS O.C. P20M TO JT RW=ACT WI0 RHO WID Total Design Loada (pit) Trossos Haaufaatmred by: - CO jr PLATS SIZE x T BM 0.65 4x 2 SP-SS TC Coat. 0 26-10- 0 LBS IN-Sx IN-= TC 14(W A to 1408 H SAFATOGA LIDBEn TRADERS U A LIDS 0.27 ,4x 2 HPI-12 BC Cont. - 0 26-10- 0 8 2407 6- 0 L- 0 BC 200 D to 200 x Analysis Confozs To: CD C 5.03X 5.00 -0.04 0.50 x 2245 . 6- 9 - L- 0 Point Loadn (lbs) ANSI/TPI 95 6 02 _ E - TC 195.OD Dli x + 2 CMMET8 TEMSES REQUIEM. - O G 4.003c 4.00 mm -0.50 UPLIFT POMM AT B®1R1YW TC 195.OD WA£ See s •roly fasten plys to act a CD AA 3.00z 4.00 -0.50 CNrn ERG DPLIFr HSG Onxpr a single unit. a 88 2.00.4.00 0.25 -0.50 LOS LBS Prevent trans rotation at all C1- m 4.00x 4.00 CNTA -0.50 B 39 I 87 bearing locations. L Max gap between edge of brg J, 5.00x 5.00 0.04 0.51) LL Dell -0.45- is T -S L/693 and end vertical is 1/2'. B TL Dell -0.66- in T -S L/454 =I-I: E 2.00x 4.00 -0.25 0.50 Shear // Grain in S -Ax 0.16 M' 5.90v-540 CNT2 L-oD ) CO O 4.00x 4.00 cmn MO S2 3.00x10.DO mm Cum j 8 3.00x 4.00 0.50 CWTR This trus.a=t be 3mtalled CD S 2.00x 4.00 -0.25 4.50 as sbown. It cannot be Sl 2.00x 4.00 CM Ct 1 �/ I installed upside-down. C) Sl 3.00x1D.00 CDr$ Cali 7R- Wind Loads-Jt= / ASCB 7-98 0 l: 4.00s 4.00 CBiB 0.50 4syss is designed as a lain N P 4.003c 4.00 CUM -0.25 Rind-Poroe Resistance Systae. D 2.00z 4.00 0.25 0.50 Wind Speed: 190 x& L0 29aan Roof Beight: 25-0 8rposure Category: C C"j Occupancy Factor : D CD Building Type: Enclosed Zone location: Exterior HO L-B-O BlD 1-8-0 TC Dead Load c' 6.0 psf BH 1-6-6 3x,6- SH 1-6-8 BC Dead Load 6.0 psf Max . force 9374 Lba. 2x4= 7.:053 L:0 2z4= Quality Control reactor 1.25 v ; 5z511 4z4= 3ac4 :195 3s4= 3 :195 3z4= 2z411 3z4= 3x4= 3x4= 3z4= 4x4- w ry O b B C E G� z T Z A8 nB CC DID S4 RS R�CL .s L I 8 Cm Armf1 T Ti9 WI W4 1i4 A4W4 W4 WQ W4 A33 � 2-8-0 A4 W4 W4 W4 3 W4 W4 A4 39 4 - -L W:6 6O8 () (T) R-2407 F W BM V U T S R W1l1 Q B O jut--L. m 1U2246 La] CO V: 39 4z4= 4z4= 3r4= S2 3z4= 3x4- 2x411 3z4= 3z4=32 3x4= 4"-- Sz5= Q: 87 •� D a 20G-Rffi-3=1� c 2DG-WO-3z10= o � �11A�o c a TC oo _ --- � _ �W0 1 10-B-0"�1 -2-D 13-212�110932 8�8-7-8� 21-1-B� Z3-7- B-1D-811-48 1 -31 A-BI3-10-8 64-8 � -0 v o m mC4 ILA �Q FOR 9 CA W1 26-10-0 - J Her AS 880P74 ALL PLATES Mm L06 20 R, Z W J By, T- EE4IBei13D - U Rabbi Engineering, Inc. REMR TO RCWn[S MO. CEMMIL' C-D PO.Box 280055 HDTBS A= STeO3MS SBEST PCM I T*Mpa, FL 33682 ADDITZMUL SPBeiricMIGNS. Robbins Engineering, Ina./Online Plas" AFPROZ. TRUSS HEMO P 189-0 IRS, Scales 3.2.50" 11 C/D a�a6weTcc�-amrPe•ofeoo�rrs•wad-�sra+ermac:are�mree ee�w-saerL�a...e�oe�mrarasmaa.�s,�datr:,.E. i - e�rrAr►seesda�nmja,.odwe. o.em�n...dra�ey ye�ona�m.�asmramxn ayners�rriee,�wsE+ Standid Loading Desigcar: JOmq HUM CC TC Live 220 Pet, Checker: MINE A=Xmm W OdW'k&ednlrvbobeAWjlrbep LiwilorieLY*bmkwbam nisadmcckRumak-rOwn: W U TC Dead 20 pbE RevieWQr: a.LsrmrsmrHa�r. O,ut�erbi�urtelarermmwq.tp.er vaQw�PpIa� 7.pa.ar.tworb�.rabradea.raT�wrsr.re BC Lien 0 pat Designed: M4lPerditaaw[�iJP�areaediiLk detlTe wrsgrgaelie eaadr4 i®¢fffaQibirr -elti4. -�'•I[6 ee respraismd-[menn .O wM-Km .W DWI 1pes�arefrStrsa-[}adel�Let ud is Feab&W aseoermewe�lradereb m"drey.r� ador ansdriemt dud BC Dead 20 Z#d� IIov lion i lL (AFlA),"DdpSledit.ir Carl Wh6dd?hWCa.W"ATCi7Y�(:10� ks&k by denreaiaeed II Ge en&W �b76ck abeam oelr Zbtal 160 Pd€ Rev Date: ZaUUDBWp CBerle lv7rOMleLees Lumber S1 L.15 non Date: L2113/134 Plate SS L.35 Version: 17.0.023 P9ATO w t0rsr 0enes sm CMAN70 E7MW FCrMN AX. VO iro¢ Spacing 12.0 in. Draxing: tTEtIIE R�TYSti4lrJlYOF7BE■OeURfC OfIlQDa[sND7Al1�FAa.:O lLVIGSV7I�OOM91afiG.A . ervirvnra�rur.rennawreuesrnaracmm�vuTn�wuw�rrovnsraa•.wrccr.mane . FWY*q Mwjkeaing.Yre/0rr0ne f%A-01006•M Versos 17.0A19 ftka I RW;ewawAig 12MWDD4 M4MA►I Pagel of 2 - .. T04121063 III 80426 .Harks T2 Quantity: 2+2P Types H100 Spmc 261000 Pl-811 10800 Lett OSs 0 P Right OH& 0 P Page 1 U#0225 Jjs0426 DMM3 N DMWTS DIZ AVE SCUUYMMVTT.T.R MLM= ALL PLA'!PS COMER80 CBI SIZE III LATERAL 88ACMFG bOLKL 'AS AR&MOKSm Calm=Truss ON JOZWIS EXCEPT: TOP 0.59 4x 2 SP-Y2 O.C..- TBOiS TO ,7T BSACP ACT KID RHO 1rID _ Total Design Loads (plt} Trusses Menufactnred by: O ar PLATE SIBS S T HTY 0.81 4%2 SP-92 TC Coat. 0 26-10- D LBS IN-SL LY-Sx TC 1400 A,to 1400 a S11woriA LR48BR TRADERS O . A RH8 0.25 ix 2 SPP_-#2 Be Cont.Coat. 0 26-10- D 8, 2171 6- 0 . 1- 0 BC -20D D to. 200 P Analysis Conforms To: O C S.00x 5.00 -0.04 0.50 BYCSPTIORS:'- 1 2462 6- 8 1- 0 Point Loads (lbs) ANSI/WI 95 6 02CIO - � E e1R 4m 2 SP-#1 TC MAD DLO HE 2 (A7LM= TRUSSES M=M=. CD G 4.00z 4-00 C1IM -0.50 UPLIFT FOOHD AT HEMIHGS TC 195-OD DLa I ca,,..re y fasten ply$ to act as O Ak 3.00x 4.00 -0.5D CNTR BBG OPLIFr BRIG UPLIPr a Single unit. H8 2.00z 4-00 0.25 -0.50 LHB LBS Prevent truss rotation at all t1 H 4-00z 4.00 CWR -0.50. H 316 I 16 bearing locations. M L - 24as gap between edge of brq . 6j J 5.00s 5.00 0.04 0.56 LL Defl -0.49- in T -S L/632' and and vertical is l/2•. 8 TL Dan -0.671 in T -S L/460 *k S 2.00=4.00 -0.25 '0.50 Shear // Grain in N -1 0-14 (.O x 5.003L 5.00 CWfs 1.00 0 4.00Z 4-00 CR•1T 0.50 S2 3.0Oz1D.00 C7rlJt dxn d7 R 3.00:4.00 0-50 CNTA This truss mast be installed O. S 2.00m.4.00 -0.25 0.50 as shorn. It cannot be Lb S1 3.00=19.00 M7 L CBTA installed upsida-love. CDV 4-00z 4.00 CWM 0.50. Wind Loads -32M 1 A5CE 7-98 O V 4.0 i 4.00 CRT& -0.25 Truss is designed as a Main D 2.00m 4.00 0-25 0.50 Wind-Force Resistance System. Wind Speedo' 90 mph N Hmn Roof Height: . 25-0 15zposure Category: C CDC Occupancy Factor - 2.00 80 L-B-O Building Type: Enclosed 88 1-6-8 Bono-locatimn: Exterior I" 3xq_ TC Dead Load : Co PSE 1 eC1 1-8-0 50:511 BC'Dead Load c 6.0 pa£ HH 1-6-9 ES -.T B Marc off. farce 9763 Lbe Quality Control Factor 1.25 �, r 2z4= C i 5=5= 4=4= 3,A= 3x4- 3ZA= 3Z4= 3z4= 2x411 3Zt- 3x4= 3x4= �16 :195 4x4-- 2z4 L:195 - C ) A-H C' E G= Z 53 Y &. '� JUL. HB, CC ED S4 K7,H L v W3_ �4 Q� Wl. wS?4 W4 W4 1V, Wad' Wrd ri 1-5-0 W4 Si4 Ad Wd W4 W4 W4 LS) V 07) -�- 9:6 BCti 608 R:2171 >p R V U T S IL B1M Q P O BM . R:24 82 Ali 00 V:. log 4x4= 4Z4= 3s4-- Sl 3x4= 3Z4= 2z411 33c4= 3x4=S2 3x4= 4*4= Sx5= 0: 16 r- D Lf) o 3:ZQ 0 3xlo= a n 00 pF YE 'N13-2-01 5-8-0 1 B-2-0_1 LO-9-0.113--2�2 I140912 'i_ LB-7-8�21-1-8 23-7-8 125-4-00 BC 1-C-63�3-10-8-1-6-4-8TB 30=8T31-4-8 I Q 114=3416-1O-OT39-4-0, 1 i -Lp=0T24-4-0-T I. lIs e m h 26-10-0 S� 0 W JI ALL PhATES Alm LOClC20 Lij g l0 __j Robbins Eneing, . REM TO aS,EM. c�C - CTES PO Box 280055 ROM mm S�OLS SMP'FOR C,0 Tampa, FL 33682 ADDITIOtlAL.SPECIFIC3.TIOHS. Robbins Engineering, Inc./Online Plus" APft=. TRUSS WBIMM. 189.0'LES _ Scale: 0.2504 '-' � ROBA061AC1Can•aYrP�PaP•P�•�I-ASlaS�S75SCnaes6)si.fle taYiaaFieCa4•use:aprS�Obinietrecio.damac,i&IYad.1r ' ` ' VOW on kk(LmmFtr=m9*.*l*•On+be pUw mAndmamb.I Standaxd Lpadino. Dealer: OM XMN woo(a}.rmmdesu.�.u�,e�r dyaw•.ram:. s� aadribud SWIM210.er s®%UMM s�als-b,.. s4�s.,e O TC Live 120 pat Checkers 1A0P�A9S261� pr�i.uukdu4carttuixmdyYnSeD�sadlrredtbfarbmr�m n�edme�psdsd��a6seee�a+btpn *vaem6:aeLtbMe+vs U md�ea.�>nzs�oea+r.�do.aawO.s®me�t��y� �rrtaa�+�.m1omY'.c�resl�maeenr�m�*�++m�ea�.at�nrxrao, TC Dead 20 psf seviewsr: o�u,.+o.1.m:.drna++`aamlasm�uo.�oauerasr�+a.� m,�sr l�i.rvara rarwnm.emmreeare.aa�rtraaaene SC Live 0 psf Designed: 0 rttraw+domsws�alsaiptresiw4etpnn�.ga�dwsmrasnee met:•m�lolo. a>=.e.�wc -sbosrow.dmz7d�uesm SC Dead 20 psE. Rev Ao: L. .&LN.N.xO.CFP rrSLrm-Crm&1m aaErFmU.W esri."*edaya4mbaffm1mt>mdrmmgzedwr� d fcamdo U- V"4-atsism4mwoom N•W'ReladmikCmaI wow Tromo-gn* more®+br Ilk dmremNi Die&t3=Fsb 11&rlm,Iwnmftmxr Total 260 psf Rev Date: s.1xOnDa¢Csao:t.7r.m��go: fct:ai:il:lassesavdt Luber SI 1.35 Rua Date: 3.2/13/04 nRXIseAOMCF7as>, 1rorRDcnoHCOmrmcrpz Plate SI 1.15 Version: 17.0.023 nuraearssr0►rsmllarorlavuaaslODrsoaaaum muss roe mRevltwnl�saw.wv�c a Spacing 12.0 in. Drawling: wa:aveWATnArwnnVM1ur_auisrnMILMF WUu &vn:NAri-MAME•rwiac:XWWrM >maola5 F oer g.e,uaaas aa,�-o�ae6 zoo�ve, a�zo.a¢a ,le�s�ae .or�.;�g 121MM 10:42MAM Pagel oF2 T09121063