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2005-616 TOWN OF QUEENSBURY (EL 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20050616 Application Number. A20050616 Tax Map No: 523400-296-013-0001-017-000-0000 Permission is hereby granted to: OUTBACK STEAKHOUSE For property located at: 931 STATE ROUTE 9 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. I=of Construction Value Owner Address: ATL HOLDINGS LLC 925 &931 STATE ROUTE 9 Commercial/Industrial $875,000.00 QUEENSBURY NY 12804-0000 Total value $875,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2005-616 OUTBACK STEAKHOUSE RESTAURANT 6,827 sq. ft. new construction 925 State Route 9 AV 6-2005 and SPR 4-2005 $1,024.05 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,October 25,2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbuty; Tuesday,October 25,2005 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 4E Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20050616 Date Issued: Tuesday, May 30, 2006 This is to certify that work requested to be done as shown by Permit Number P20050616 has been completed. Tax Map Number. 523400-296-013-0001-017-000-0000 Location: 931 STATE ROUTE 9 Owner. BABAJANI AND MAMA, LLC .Applicant: OUTBACK STEAKHOUSE This structure maybe occupied as a: Commercial / Industrial By order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enfon:emen Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050616 Application Number: A20050616 Tax Map No: 523400-296-013-0001-017-000-0000 Permission is hereby granted to: 01TTBACK STFAK1401JSF For property located at: 931 STATE ROUTE 9 in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: NASREEN KHURSHID 15 NEEDLE Park Commercial/Industrial $875,000.00 Total Value $875,000.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2005-616 OUTBACK STEAKHOUSE RESTAURANT 6,827 sq. ft. new construction AV 2005-616 and SPR 4-2005 $1,024.05 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday, October 25, 2006 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town sbury; Tuesd y, October 25, 2005 SIGNED BY for the Town of Queensbury. Director of Building&Co e En ement WINDOW SCHEDULE + oa�I (,Jc�;i � � ate: ,. Job Site/Address: ��-� `� � � � , �� .�•��,.�� D �� S � �1�tr; m� � 2N�'�5 ®caner: r c-��J ic, St_� ��,. <e Application No. 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 able Vent ar Width In Height Plan Call Width Light Opening Inches In Inches Size Fixu-)W js WA 3' 1-4 5F �/A, r�/✓� �sJl� t�/tit t. �� Example Entry A Andersen Narrollne 3062 3' 2 6'5 '/Z 15.30 8.36 6.01 34 24 15/35" Tempered Double 113" 11116 Glazing Hun :Documents and Settings\Sue\Local Settings\Temp\Window Schedule.doc Job Site Address: - ci--r Date:.. Owner: Application No. File No. 4f jr Building Permit - Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req.Light Actual M Req.Vent .Actual Sq.Ft, Remarks Room Room 8%of Room Light 4%of Room. Vent Opening for in Area Square Area Squaze Baren Square Footage Footage Feet ��-Lkit �iMM1'�tZLtdL I�� p/.JL� � /+✓��Gi1�1M'j�pL '�pN7iLflTto.f— ` t i, i i L:\Sueliemingway\Building.Perrnit.FORMS\NaLLighL Ventil.Calculation.SheeLdoc Richard A.Missita HIGHWAY Ki9hway Superintendent DEPARTMEN ' Home(518)798 512T 742 Bay Road - Queensbury,NY 12804 Midw d F. Travis Offi ' _� 2 'U5 Deputy w9�Y Superintendent ce Phone: {518) 761-8211 (518)798-0413 Fax: (518) 745-4466 DRIVEWAY PERMIT DATE: 8/5-Jo s' APPLICANT NAME: x4 ve s k Its TELEPHONE NO.: 5116 - 9L - GSLy ADDRESS TO BE INSPECTED: 431 STer'Tt: ROt'tr 9 RETURN ADDRESS: 531 5T►4Trr )Zuart 9 Applicant must show exact location and width of driveway(s)to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: ( )Preliminary Approval NEED: ( )Slight swale ( )Level with the road ( )Deep swale Size pipe to be used(if necessary) ( )12" ( )15" ( )18" ( )24" ( )36" Preliminary inspection completed by DATE Approval by Highway Supt. Deputy Supt Upon completion,please resubmit this approved permit for a final approval. STEP 2: ( )Final Approval ( )Rejected DATE: Richard A. Missita, Highway Superintendent Permit No. t J Building&Cues Office-Department of Community Development-Town of Queensbury Fee Paid — L 0742 Bay Road, Queensbury, NY 12804 Dave Hatin, Director c-o_des@ciueensbury.net recreation Fee Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant/94ktet Oil vd• S c,4 .tw /Nr 1 A Owner: Address: 7,1 tic 1- 4,- St-t-12-6Address: f}++ii f � `1 41 � 7- c Z All IdE S� I Y P 54'F A14 Home Phone: .70 56J ems. Z I Home Phone: °zzs- Email Address: _J SAIA cL Email Address: i.)r,446=.: r&6,-tL,-1,1_c"� Cell Phone: 7 o 3 L Z� Cell Phone: Gr p, t FAX Phone: �� Sri -i± ±7, FAX Phone: f Sis- Z-19-11162 Person responsible for supervision of work with respect to building and codes compliance: Name: Address: ^ AJ. 'rya 5 r>rr� L ?cre � Phone 'i�-� � iz Location of proposed construction: Lot No. Legal Address: 2-r-_ I i +zJ � t i Tax Map Number: Z 96. 13 - I -i Subdivision Name: Estimated Cost of Construction: Ail; 2[l'0 Proposed construction is for: _Residential Use ✓Commercial Use Name of Business: QL444c-k 54o U If proposed construction is an addition, what will use of new addition be? New Addition Alteration Proposed Construction 10 Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.ff. Sq. Ft. Square feet Height Ft.&in. Single-Family Dwelling Two-family Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: 7 ( Attached Garage 1, 2, 3 Type of Heating System: Electric, Oil, rs-Dwood, Forced Hot Air, Baseboard, Other: Is a fireplace and/or woodstove being installed, please refer to a separate application. Yes No Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the 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 Codes: the 7onina nrdirzne-_nnd all-o+herta <s pertaining ±a+he 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 requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a 'icensed surveyor, drawn to scale, showing actual location of al new construction. Date: -' Applicanf/&uileFer Signature: Fhe application of . ated is hereby approved and Dermission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set :orth above. Date: Authorized Signature: _:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection req lest received: Queensbury Building&Code Enforcement Arrive: �G , .� am/ m Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspectors Initials: NAME: _ NAME: PERMIT#: C� 6 LOCATION: DATE: COMMENTS: 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" ])/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 %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 a1�y Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if re �� {�`� SJ 1 1 As-built Septic System Layout Required or On File ` Gr' Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide C6) Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: J Time: e� Phone: (518) 761-8206 . Business Name: b->-t 6 ue-- Fax: (518) 745-4437 Location: 62r !?l Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher Hydra extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island A. .� 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.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) ❑ Denied ❑ Call for Recheck Inspect L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Commercial Final 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:2, t NAME: �< _ PERMIT#: LOCATION: DATE: S 0 COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks _ Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 w)x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 s .ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] Active Listening System and Signage 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 DrivewayQ / lar Water Fountain or Cooler �e levect S�v � -Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. oo Town of Queensbury Bay Road Qu �� /E Queensbury,NY 12804 Scheduled Inspection Date: Time: Phone: (518) 761-8206 Business Name: 6/u Jc Fax: (518) 745-4437 Location: e T e of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM 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.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan ❑ Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) Denied ❑ Call for Recheck Inspected y: _ L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Inspection for Permit to Occupy 1 _J Fire Marshal's Office Request Rec'd Permit No. Town of Queensbury 742 Bay Road 1 Queensbury,NY 12804 Scheduled Inspection Date: I ` Time: Phone: (518( 761-8206 Business Name: Fax: (518) 745-4437 Location: A- Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island Hood Installation interior Finishes Stora e Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan ❑ Approved (If no other approvals apply,the B&C Office will issue the C icate of C,( �i Denied ❑ Call for Recheck Inspected By: L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Inspection for Permit to Occupy r' Fire Marshal's Office Request Rec'd Permit No. C� Town of Queensbury /f 742 Bay Road S �f s 0� I j `l Queensbury,NY 12804 Scheduled Inspection Date: - Time: _. Phone: (518) 761-8206 Business Name: Fax: (518) 745-4437 Location: T--z- Type of Inspection N/A Yes No EXITS: Exit Access Exit Enclosure COMMEND Exit Discharge AISLES: r if Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-batte {-I L V/ TRUSS ID SIGNAGE EMERGENCY LIGHTING 3� V� rt 1 u v C, FIRE EXTINGUISHER: i=-�- Hun Inspection of extinguisher Hydro extinguisher `a h FIRE ALARM SYSTEM 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.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan t i ❑ Approved (If no other approvals apply,the B&C Office will issue th)eIVificate of C'< -q' Denied ;� ❑ Call for Recheck Inspected By: �, f L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection re t ceiv Queensbury Building&Code Enforcement Arrive: Depart: an p��.,. 742 Bay Road, Queensbury,NY 12804 Inspector's Initi NAME: �-�l--� C--I�� _ =T : I LOCATION: `-A Z, RL TE`l — —Q(0_ 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 G��` � �` c Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrai134 in.—3 8 in. Ate Atep Risers 7" Treads 11" t't R Y-t M O tA R 16E F O M Vestibules For Exit doors>30 —sq. ft. I PPk J t 0G- -ro -FokD CN cc)F j All Doors 36 in.w/Lever Handles/Panic Hardware,if required lb Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 s . ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/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" t�A1J�RR Aec Fi .� Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets ,1 Handicapped Bath/Parkin n Lot Si na e N R tCR�E(� ►`nAla Public Toilet Room Handicappe cessible PR*i►G A IG *'Handicapped Service Counters, 4 in. Checkout 36" p Handicapped Ramp/Handrails Cont ous/12 in.Beyond [ of es Active Listening System and Si a e Assembl Space Ftv! k0%T tA f�OVVL-M C Final Electrical Rflirl Pq Site Plan/Variance required 7 impftRa- ,6P P, Final Survey,New Structure/Flood Plain certification,if req. MTV Ref:kD CA I` As-built Septic System Layout Required or On File F, 1=i t3 At__ r,,36POa►aJ Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc 5 Zt - '4 -Z� Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection reque re ved: Queensbury Building&Code Enforcement Arrive: ��=Dl a m epart: a 1 742 Bay Road, Queensbury,NY 12804 Inspector's Initia s: NAME: k Prc PE IT —tq LOCATION: DA FT —u p COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location 1 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. S acin Platform/Decks Stair Handrail 34 in.—38 in.jStep Risers"/Treads 11" PAv►w�C� Vestibules For Exit doors>3600 s . ft. _ All Doors 36 in.w/Lever Handles/Panic Hardware,if required �� V_C Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade -T 'F 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 0 yam, 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 Eire 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 Handicap ed Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e i—f�TL'1t Public Toilet Room Handicapped Accessible C=�1 F ©cv VZ)Nk - WH andica ed Service Counters, 34 in., Checkout 36" 7" , andica ed Ram Handrails Continuous/12 in. Beyond Active Listening System and Si age Assembly Space Final Electrical `? -I Site Plan/Variance required Final Surve._ _ew Structure/Flood Plain certification,if reg. As-but t eptic 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 Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. Town of Queensbury Bay Road Qu - Queensbury,NY 12804 Scheduled Inspection Date: ,'A-(_-' ( Time: ' Phone: (518) 761 8206 Business Nam { ' )�'�� Fax: (518) 745-4437 Location: Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher Hydra extinguisher FIRE ALARM SYSTEM 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.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan ❑ Approved (If no other approvals apply,the B&C Office will,issof th Certificate of Occupancy) K Denied ❑ Call for Recheck ,r�r Inspected By: e L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: _am/pm Depart: an4m 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: le NAME: PERMIT #: c �L7r LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2, R-3,R4 Drain/Vents Cast I", Copper Drain/Vent/Comm. 4 Pio PI in Vent/Vents in Place u Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. Bead 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: �/1(4d r, J V(!L) L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 3V—( po - Rough Plumbing / Insulation Inspection Report, Office No. (518) 761-8256 Date InspeIctione ve Queensbury Building & Code Enforcement Arrive: part: . '- a742 Bay Road, Queensbury, NY 12804 InspectNAME: Ovr 6A� u Sr-�a V- �--lav es #: LOCATION: L3 / 5 7`4T fz- �27- INSPECT ON: ' TYPE OF STRUCTURE: Y N N/A Rough Plumbing J Nail Plates Plumbing Vent Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping it/ Head 50 P.S.I for 15 minutes Insulation / Residential Check / Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodeAnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping I spection Report Office No. (518) 761-8256 Date Ins ction re e t rec Queensbury Building&Code Enforcement Arrivc: e3 part: 742 Bay Road,Queensbury,NY 12804 Inspe;tor' Init' Is- NAME: _0 L Ti3A�y PERMIT#: LOCATION: � �— INSPECT ON: — —� TYPE OF STRUCTURE: Y N/AFraming COMMENTS Attic Access 22"x 30"minimum �� Jack Studs/Headers Bracing/Bridging 1 Joist hangers Jack Posts/Main Beams i Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. 1 Stairwells 36 in.or more i Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'h w 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft.-or less on center Ice and water shield 24 inches from wall Fire separation 1, 2;3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above[below grade 5.0 sf grade �_ Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date T-,s ection re d: Queensbury Building&Code Enforcement Arrive: ; a part: 742 Bay Road,Queensbury,NY 12804 Inspecto s Initia : NAME: ✓ PERMIT#: 7�� LOCATION: RL L- F— 9 INSPECT ON: 3-7--7—D(p TYPE OF STRUCTURE: Y Framing N ; N/A COMMENTS � � 'E� AST Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers i 1-ck Posts/Main Beams i Y 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 i Metal Strapping for Notches Top Plate 1 '/z w 16 gauge 8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses i Anchor Bolts 6 ft. or less on center i Ice and water shield 24 inches from wall i 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 %z inch or 5/8 inch Type X Garage side 5/8 inch T ype X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) j 20 in. (W) 5.7 sf above/below grade 5.0 sf grade I Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque r c ive : Queensbury Building & Code Enforcement Arrive: part: w-. 742 Bay Road, Queensbury, NY 12804 Inspector's Ini NAME: (",0-V RC�Y) PERMIi #: 7 C,a -- LOCATION: &o0-7acA INSPECT ON: TYPE OF STRUCTURE: P=E6- h)V"k t` Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head - 50 P.S.I for 15 minutes Insulat' Residential Check Commercial Check �'0'� t�� Q Proper Vent Attic Vent Duct/ Hot Water Piping Insulation � � If required unheated spaces �LA k�L, Combustion Air Supply for Furnace Duct work sealed properly / No duct toe COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection o Office No. (518) 761-8256 Date Inspection re est ce' ed: Queensbury Building&Code Enforcement Arrive: p epart: =� pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: PERMIT#: -- LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Attic Access 22"x 300""�mi`nimum 1 `Tw ! ,— 6 +0 Jack Studs/Headers U`' M� AR� N 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 water shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side `/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspec on requ r e e : Queensbury Building& Code Enforcement Arrive: 1� ,� art 742 Bay Road, Queensbury,NY 12804 Inspector's Ini s: NAME: .._ PERMIT #: LOCATION: (` INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2, R-3,R4 Drain/Vents r Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates I % 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 Coo r Commercial oper, CPVC,Pex One and Two-Family nsulation/Residential Check/Commercial Check Pro er 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: tNa C>V!'X-VA v--� N LASueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reques a ed: Queensbury Building & Code Enforcement Arrive: D art: 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: RMIT #: z�cxo 5" - \CID LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping it/ Head 50 P.S.I for 15 minutes Insulation Residential Check Commercial Check V 9- -H ER5i Proper Vent Attic Vent L6A L\- c Y-C j Duct/ Hot Water Piping Insulation R'` Ev-lsvo If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodeAnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing/ Firestopping Inspection Report Office No.(518)761-8256 Date Inspection re est cei Queensbury Building&Code Enforcement Arrive: p attt: a 742 Bay Road,Queensbury,NY 12804 Inspector's Initi s- r NAME: `� ')r,% PERMIT#: �a LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging (, Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. �-� � Headroom 6 ft. 8 in. Stairwells 36 in.or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate � �� 1 '/s w) 16 gauge 8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses =� Anchor Bolts 6 ft. or less on center ..- Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour e;ya-ll 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Rough Plumbing / Insulation Inspectio, Report Office No. (518) 761-8256 Date Inspection r est rec iv : Queensbury Building&Code Enforcement Arrive: am/pm art: j,.//� a p 742 Bay Road, Queensbury, NY 12804 Inspector's 'tia NAME: �U ERMIT #: C)S-.- LOCATION: �` ;4. 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 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 eve 100 feet/chaa a of direction Water Supply Piping Cooper Commercial _Gdo'per,CPVC,Pex One and T nsulation/Residential Check Kommercial Check u� ALL� Proper Ymt,Attic Ventj D Hot Water Piping Insulation Ifrequired unheated s aces FF--►►-- Combustion Air Supply for Furnace Duct work sealed properly/No duct toe COMMENTS: L:\SueHemingwa}\Building.Codes.lnspection.FORMS1Rough Plumbing Insulation Report.doc November l7,2003 /0 -1,4 :6/fin-. Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection re eive �" �- I ` a 0C Queensbury Building & Code Enforcement Arrive: a : m 742 Bay Road, Queensbury, NY 12804 Inspector's re s• NAME: art PERMIT #: LOCATION: ` 3 , +e R = i INSPECT ON: T4^ , avv TYPE OF STRUCTURE: Y N N/A Rough Plumbing / ail Plates A en / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test r upply Pi e P.S. 15 minute I ion ial Check / Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodeAnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque e e Queensbury Building & Code Enforcement Arrive: a rt: a 742 Bay Road, Queensbury, NY 12804 Inspector's IN NAME: PE M #: LOCATION: U INSPECT ON: TYPE OF STRUCTURE: (70 4ou�gLhPlumbing / Nail Plates , Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent �/ Air / d S . above highest connection for minu ressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation Residential Check Commercial Check Proper Vent Attic Vent Du t/ Hot Water Piping Insulation V required unheated spaces ombustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 evergreen Z-C>Q'5- b I tQ TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway-Watervliet, NY 12189 Ph: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Queensbury Outback Steakhouse CLIENT: Mucher Erectors REPORT NO:05-170-1108 CONTRACTOR: J & O Concrete CONCRETE SUPPLIER: Cranesville DATE: 11-8-05 LOCATION: Perimeter Footing JOB NO: ETE-05-170 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % COnc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (in) Temp Air Temp. Set NO. Plant Total Remarks +Field 1 1802836 147 9.5 1312 1345 1402 10 5.50 54 3.6 68 C30R321 Set 1 (6 Cyls) 2 1082837 413 9.5 1405 1425 1447 30 4.0 54 5.5 68 C30R321 3 1802838 469 9.0 1425 1450 1510 10 3.75 53 6.2 68 C30R321 COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: JS NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(PSI) AS RECEIVED Field Results Reported To: 1 8776 11-9-05 11-15-05 149.0 7 1770 Mike Mann!Mucher 8777 12-6-05 148.5 28 Transported By: JS 8778 12-6-05 149.8 28 8779 148.5 H Remarks: Mike Mann moved 8780 Damaged a cylinder 1 hour after 8781 Damaged casting Weather: Clear, Mild Specification Requirements at 28 Days: 3K I Submitted By: EVERGREEN TESTING & ENVIRONMENTAL SERVICES, INC. evergreen TESTING& ENVIRONMENTAL SERVICES, INC. 594 Broadway-Watervliet, NY 12189 Ph: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Queensbury Outback Steakhouse CLIENT: Mucher Erectors REPORT NO:05-170-1108 CONTRACTOR: J & O Concrete CONCRETE SUPPLIER: Cranesville DATE: 11-8-05 LOCATION: Perimeter Footing JOB NO: ETE-05-170 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (in) Temp Air Temp. Set No. Plant Total Remarks +Field 1 1802836 147 9.5 1312 1345 1402 10 5.50 54 3.6 68 C30R321 Set 1 (6 Cyls) 2 1082837 413 9.5 1405 1425 1447 30 4.0 54 5.5 68 C30R321 3 1802838 469 9.0 1425 1450 1510 1 10 3.75 53 6.2 68 C30R321 COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: JS NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(PSI) AS RECEIVED Field Results Reported To: 1 8776 11-9-05 11-15-05 149.0 7 1770 Mike Mann/blucher 8777 12-6-05 148.5 28 3480 Transported By:JS 8778 12-6-05 149.8 28 3420 8779 148.5 Remarks: Mike Mann moved 8780 Damaged a cylinder 1 hour after casting 8781 Damaged Weather: Clear, Mild Specification Requirements at 28 Days: 3K Submitted By: EVERGREEN TESTING & ENVIRONMENTAL SERVICES,INC. evergreen TESTING& ENVIRONMENTAL SERVICES, INC. 594 Broadway-Watervliet, NY 12189 Ph: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Queensbury Outback Steakhouse CLIENT: Mucher Erectors REPORT NO:05-170-1111 CONTRACTOR: J & O Concrete CONCRETE SUPPLIER: Cranesville DATE: 11-11-05 LOCATION: Perimeter foundation walls JOB NO: ETE-05-170 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air % Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (m) Temp Air Temp. Set No. Plant Total Remarks +Field 3 1802901 154 10 1345 1400 1445 4.0 41 7.4 67 C40R602 Set 1 (6 Cyls) COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: JS NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(PSI) AS RECEIVED Field Results Reported To: 1 8970 11-14-05 11-18-05 146.0 7 2850 Mike Nann 8971 11-18-05 146.5 7 2760 Transported By: JS 8972 12-9-05 146.0 28 Remarks: 8973 12-9-05 146.2 28 8974 146.0 H Weather: Clear and Cool 8975 146.5 H [FSpecificationRequirementsat 28 Days: 3.5 K I Submitted By: EVERGREEN TESTING & ENVIRONMENTAL SERVICES, INC. f evergreen TESTING & ENVIRONMENTAL SERVICES, INC. 594 Broadway-Watervliet, NY 12189 Ph: 518-266-0310 Fax: 518-266-9238 CONCRETE FIELD OBSERVATION REPORT PROJECT: Queensbury Outback Steakhouse CLIENT: Mucher Erectors REPORT NO:05-170-1115 CONTRACTOR: J &O Concrete CONCRETE SUPPLIER: Cranesville DATE: 11-15-05 LOCATION: Porch footings along east side of building JOB NO: ETE-05-170 TIME WATER (GALLONS) Load Ticket Truck Cubic Slump Air %. Conc. Mix No. No. No. No. Yards Batched Start Empty Agg. Added: Total Design (m) Temp Air Temp. Set No. Plant Total Remarks +Field 1 1802944 412 8.5 1140 1155 1230 10 5.0 54 6.3 68 C40R602 Set 1 (6 Cyls) COMPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE COMPRESSIVE Tested By: JS NO. NO. RECEIVED TESTED OF CYL. (Days) STRENGTH(PSI) AS RECEIVED Field Results Reported To: 1 9105 11-17-05 11-22-05 147.2 7 3190 J. O. foreman at site 9106 11-22-05 148.0 7 3120 Transported By: JS 9107 12-13-05 147.5 28 9108 12-13-05 148.0 28 Remarks: Hot water winter mix 9109 147.7 H 9110 147.7 H Weather: Rain Specification Requirements at 28 Days: 4K Tsubmitted By: EVERGREEN TESTING & ENVIRONMENTAL SERVICES, INC. Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building&Code Enforcement Arrive: U1y an/pm Depart: _am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: / NAME: hlu PERMIT f _ -- #: LOCATION: _ _ _ INTSPECT ON: TYPE OF STRUCTURE: Comments ---____ Y N N/A Footings -------------- ------ / Piers n �y Monolithic Slab I Reinforcement in Place 4 4 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 i Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfrll Approval Plumbing Under Slab PVC/Cast i Coppers Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. l L:\SueHomingway,Ruilding.Codes.Inspection.FORMsll'oundation Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ rec ve . Queensbury Building & Code Enforcement Arrive: m/p rt: as 742 Bay Road, Queensbury, NY 12804 Inspector's Initi NAME: PE #: lSJ LOCATION: INSPECT ON: �l TYPE OF STRUCTURE: 9-- Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulati idential Check/ Commercial Check Pro e t Attic Vent D Hot Water Piping Insulation re uired unheated spaces W--2bustion Air Su I for Furnace wforksealed properly / No duct tape \�\V I a J (1—, COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rougb Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection r esIre e- ed: Queensbury Building&Code Enforcement Arrive: ° p a pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initi NAME: PERMIT#: � LOCATION: ' , INSPECT ON: _ TYPE OF STRUCTURE: Y N N/A COMMENTS raming Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging "r Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. r 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 water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side `/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report Office No. (518) 761-8256 Date Ins ctio re s rec ve Queensbury Building&Code Enforcement Arrive: i A Depart: a 742 Bay Rd., Queensbury, NY 12804 Inspector's In".' A �aN� NAME: !�/l - y�� E IT#: LOCATION: SPECT ON: /--:5, TYPE OF STRUC URE: 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 I 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: T 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval _ _ Plumbing er Slab PVC a /Copper undation 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 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection Oquest'v r�� Queensbury Building &Code Enforcement Arrive: epart:742 Bay Rd., Queensbury,NY 12804 Inspector's Initi _ NAME: V PERMIT - LOCATION: INSPECT ON. TYPE OF STRUCTURE: Comments Y TN 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 T Foundation Dampproofing AT 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 ing Under Slab PVC st/Copper '��l�� ` �1tri� Nr oundation Insulation Interior!Exterior 7b `C__,Vl� \� R- Rough Grade 6 inch drop within 10 ft. haSueHerningway\Building.Codes.InspectionTORMS\Poundation Inspection Report.doc January 28,2003 i Foundation Inspection Report 1 Office No. (518)761-8256 Date Inspection req e Queensbury Building&Code Enforcement Arrive: U p 7affn 742 Bay Rd., Queensbury,NY 12804 Inspector s Ini _ 'NAME: � �� -ERMIT#: 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 _ T 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 Backfll Approval P U lab/Copper Insulation Interior/Exterior f Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date In ection reque eiv i d: Queensbury Building&Code Enforcement Anive: a� Depart: m 742 Bay Rd., Queensbury,NY 12804 Inspector's Init s: NAME: C�1 _ c :1Q IT#: Q LOCA'PION: �' _ PECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings ------------------------- ` Piers / 0 Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of t concrete. aterials for this pur ose on site. _ oundation/Wallpour Reinforcement in Place � !�` Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing i Waterproofing I Footing Drain Daylight or Sump Footing Drain Stone: —_ 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHemingway',BuiI ding,Codes.Inspection.FORMSU'oundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection greerved: Queensbury Building& Code Enforcement Arrive: Depart: a pm 742 Bay Rd., Queensbury,NY 12804 Inspector's InitiNAME: T#: LOCATION: _ INSPECT ON: TYPE. OF STRUCTURE: Comments L -------- --- — --- Y N N/A � ngs ---- ---� Piers Monolithic Slab t� Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement - -- - - - - of the concrete. a �, Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing I 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\Building.Codes,Inspecti oil.FORM S\Foundation Inspection Report.doc January 28,2003 NUV-14-2UUb LION 02:24 PM EHLERT/BRYAN, INC. FAX N0, 7033562031 P. 01/02 y , ,\ EhlertMryan, Inc. Consulting Structural Engineers 1451 Dolley Madison Boulevard, Suite 220, McLean, VA 22101 (703) 827-9552 FAX(703) 356-2031 Email: ebva@ehlert-bryan.com MEMORANDUM TO: Town of Queensbury ATTN: Dave Hatin RE: Outback - Queensbury, NY R , a tl E/B # 04624655T. DATE: November 14, 2005i _ <�L' FROM., Wayne C. Bryan, PE Attached is the approved sketch 12/S4. COPIES TO: Michael Nann, Jon Sammer Transmitted by: Fax ✓ Number of pages: i Mail ✓ NUv-14-ZUUb ►SUN U2;24 FM EHLERYMAN, INC. FAX NO. 7033562031 P. 02102 11/14/2005 14:13 5186953772 MI�It5E1 A NANN rrx a, �, �c.T Ad /3.3 Foundation Inspection Report Office No. (518) 761-8256 1Date Inspection request received: Queensbury Building& Code Enforcement Arrive: 'S�L, anvpm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: -1 NAME: _ _ PERMIT#: ()S- LOCATION: _ _ I 'SPECT 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 Ilowing the placement of the c crete. M rals for this purpose on site. ndation/Wall our u 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 tooting 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`,BuiIding.Codes.Inspecti on.FORM SToundation Inspection Report.doc January 28,2003 Foundation Inspection Report -8256 Date Inspection re est retie v Office No. (518) 761 /Q T<Z� -6es t' ,�je .- Queensbury Building&Code Enforcement Arrive: a p Depart: 742 Bay Rd., Queensbury, NY 12804 Inspector's Initial \j NAME: PjAMIT#: O's- I LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments VX�ooti—nggs —------ N N/A —i;71—ers ----- —�V/ —Monolithic Slab Reinforcement lace V 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 Danipproofing Foundation/Waterproofing Type of Dampproofing/ Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of 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:\SueHemingway\BuiIding.Codes.Inspection.FORMS\Foundation Inspection Report.doe January 28.2003 Permit Number Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 3.0 Release 2 Data filename: P:\SA\OUTQS\Com_Check.cck Section 1: Project Information Project Name: Outback Steakhouse Designer/Contractor: Dwyer Engineering Document Author: Donnie Southers Section 2: General Information Building Use Description by: Activity Type Project Type: New Construction Activity Tyne(sl Floor Area Dining 3477 Kitchen 2715 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/l) 13581 13580 YES Exterior Lighting [ ] 2. Type(s)of exterior lighting sources: _Fluorescent _Metal Halide —High-Pr. Sodium Exceptions: Specialized signal, directional, and marker lighting; lighting highlighting exterior features of historic buildings; advertising signage; safety or security lighting; low-voltage landscape lighting. Controls, Switching, and Wiring [ ] 3. Master switch at entry to hotel/motel guest room. [ ] 4. Individual dwelling units separately metered. [ ] 5. Minimum of two switches, dimmer, or occupancy sensor in each space. Exceptions.- Only one luminaire in space; Security lighting, 24 hour lighting; The area is a corridor, storage, restroom, retail sales area or lobby. [ ] 6. Automatic lighting shutoTcontrol in spaces greater than 250 sq.$ in buildings larger than 5,000 sq.11. 3� [ ] 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 ballasted luminaires not on same switch [ ] 9. Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release 2 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and s' ned this page, they are attesting that to the best of his/her knowledge, belied and professional judgment, such pl s specifications are in compliance with this Code. 6114-vx Ou t' "r �r d �6 Principal Lighting Designer-Name Si nature Date y�P�ti OF O N ,0 90fiESS10%k DONSTATE OF NEW YORK,-, DEPARTMENT OF HEALTH Glens Falls District Office,77 Mohican St►eet,Glens Falls„ Now York 12801 (518)793-3893 FAX(618) 793-0427 Antonia C. Novello, M.D., M.P.H., Dr. P.H. Dennis P.Whalen Commissioner Executive Deputy Commissioner February 8, 2006 Mr. David Hoffman �- 45 Wyndshire Ln / Rochester,New York 14626 Re: Plan Review Outback Steakhouse Facility Code 56-BD81 (T)Queensbury Warren County Dear Mr. Hoffman, Thank you for meeting with me February 1, 2006,to review your proposed food service plan, for the new Outback Steakhouse to be located at 931 State Route 9, Queensbury. To reiterate several items we discussed: • Please note that all equipment should be commercial and NSF approved • Please note that all food equipment and food preparation sinks must have indirect drains. • Please note that all finish materials of the walls, ceilings and floors should be smooth, durable and easily cleanable. The wall behind the stove and hood should be stainless steel. • Please note that all equipment,unless easily movable, should be equipped with lock-down castors and quick disconnect utility connections, sealed to the floor or elevated to provide a minimum of six inches between it and the floor,to facilitate cleaning. • You indicated that your seating capacity will be 244. Please be aware that submission and review of plans does not relieve the operator of a food service establishment or his successor from meeting all requirements of Subpart 14-1 of Chapter 1 of the State Sanitary Code. Before a"Permit to Operate"will be issued by this office, you must: • Provide this office with a copy of the Building Permit and the Certificate of Occupancy when issued by the local code enforcement office. • Have a satisfactory pre-operational inspection completed by a representative of this office. Please provide the above information and certifications. When you are ready, please contact Mr. Bill Schneider of this office for a pre-operational inspection of the facility. If you have any questions, please call me at 793-3893. Sincerely, Melissa A. Brewer Principal Sanitarian Cc: Anita GabalsK District Director Bill Schneider, Senior Sanitarian Local Code Enforcement Office(T)Queensbury Warren County Building Codes - 1 1 i J 0WYER ENGINEERING Transmittal 11/30/2005 VIA: Fed Ex -Priority TO: David Hatin Z00W__(b1 QueensburyBuildingDepartment 7742 Bay Rod P Queensbury, NY 12804 518/761-8253 RE: OBQS_407 - Outback Steakhouse - Queensbury NY MISCELLANEOUS ITEMS Quan Date Description 1 11/30/2005 Compliance Certificate Dear Mr. Hatin, Please call if you have any questions or if any items are missing from this transmittal. KC Brill COPIES SENT TO ► Jon W. Sammer, AIA of Jon W. Sammer, AIA Transmittal Only Via US Mail-First Class 26H Fairfax Street,SE Leesburg, VA20175 800,943,9937 Toll Free 70 ,77 . 0 Fax - o d ' s Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Sollware Version 3.0 Release 2b Data filename: P:\SA\OUTQS\Com_Check.cck Section 1: Project Information Project Name: Outback Steakhouse Designer/Contractor: Dwyer Engineering 800/943-9937 Document Author: David Graser Section 2: General Information Building Location(for weather data): Warren, New York Climate Zone: 15 Heating Degree Days (base 65 degrees F): 7635 Cooling Degree Days (base 65 degrees F): 366 Project Type: New Construction Window/Wall Ratio: 0.08 Activity Type(s) Floor Area Dining 3477 Kitchen 2715 Section 3: Requirements Checklist Bldg, Dept. Use Air Leakage, Component Certification, and Vapor Retarder Requirements [ ] 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. [ ] 2. Windows, doors, and skylights certified as meeting leakage requirements. [ ] 3. Component R-values &U-factors labeled as certified. [ ] 4. Fireplaces installed with tight fitting non-combustible fireplace doors. [ ] 5. Stair, elevator shall vents, and other dampers integral to the building envelope are equipped with motorized dampers. [ ] 6. Cargo doors and loading dock doors are weather sealed. [ ] 7. Recessed lighting fixtures are: (i)Type IC rated and sealed or gasketed; or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Climate-Specific Requirements Gross Area or Cavity Cont. Proposed Budget Component Name/Descri t�ion Perimeter R-Value R-Value -Facto U-Factor NORTH: Exterior Wall 2: Metal Frame, 16" o.c. 1130 19.0 3.0 0.085 0.074 Window 2: Wood Frame, Double Pane Clear, SHGC 0.82, PF 0.51 76 --- --- 0.550 0.520 EAST: Exterior Wall 1: Metal Frame, 16" o.c. 960 19.0 3.0 0.095 0.074 Window 1: Wood Frame, Double Pane Clear, SHGC 0.82, PF 1.00 162 --- --- 0.550 0.520 SOUTH: Exterior Wall 4: Metal Frame, 16" o.c. 1130 19.0 3.0 0.085 0.074 Window 4: Wood Frame, Double Pane Clear, SHGC 0.82, PF 0.51 96 --- --- 0.550 0.520 WEST: Exterior Wall 3: Metal Frame, 16" o.c. 825 19.0 3.0 0.085 0.074 UNSPECIFIED ORIENTATION: Roof 1: Metal Roof without Thermal Blocks 6600 0.0 20.0 0.048 0.051 Floor 2: Slab-On-Grade:Unheated, Vertical 2 $. 338 --- 10.0 --- --- (a)Budget U-factors are used for soilware baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 1%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief and professional judgment, such plans or specifications are in compliance with this Code. Dkk,F- I1-3�-05- Principal Envelopedesigner-Name Sig ature of (�£N Date o: A90FESS1011 10/15/2005 15:26 5857862655 MUCHER ERECTORS,INC. PAGE 01 �UCHE JW R WAR4AVW M-m 14 11rMUCHER ERECTORS, INC. - 38 DUNCAN STREET EXT, WARSAW, NEW YORK 14569 (585)786-8114 FAX(585) 786-2665 October 6, 2005 David Hatin, Director of Building and Code Enforcement Town of Queensbury 742 Bay Rd Queensbury, NY 12804-5902 blb-761-8253 Fax: 515-745-4437 Re: Outback Steakhouse Dear Mr. HCTin: Mucher Erectors, Inc. has recently been contracted to complete the General Construction for the Outback Steakhouse in Queensbury, NY. The sprinkler system , hood system, annul syslem and fire alarm system drawings for approval will be forthcoming. As requested we have attached a copy of the agreement from Evergreen Testing and Environmental. We anticipate starting construction on or about the October 24 , 2005.We are responsible for the Building portion of this contract and the property owner is responsible for developing the site. Please do not hesitate to call if you need any additional information from us in order to finalize the Building permit. Sincerely yours, Michael J. Stockslader Project Manager XC, Brian Bulgreen , OST 813-349-9162 t cJ 1:JJ LGG� 15:Yb 5857862655 MUCHER ERECTORS,INC. PAGE 02 well $HART FOEX QUOTE DATE: WOW 5, 2005 NAM AM=St+ocksiador-Mudmw Frecbom ADDRESS: 38 DUncen Svem Wersmw NY. 14M9 PHONE No.: 585-7W8114 FAX No.: 58&7W2855 REFERENCE:Queensbury Ouma4*Steakhouse GENERAL SCOPE OF SERVICES: in a Dwoty Twlkw,fWW U�WV and onmpreseawe strength Ong Of COMMU cikxU rs arrd sbuM"I sei Inspection wmvkes PRICE QUOTE; See Attached U171t Fee 30hedule Ccmpltaw fay: ,Jxlr��,w. _ AutteduO By: sh-1-�►�1 7� - evwg� n Testing &EnvkmmenW Services, Inc. Attached: Ceneml Conditions Lkd tree Schedule DoW .� lOAL& � Page 1 of 1 W4 BrC 400mY vvotwmt.w 12160 MS09 b a-M-031a Fax 6113-M5,9238 PO Bout 4M Qm*wd Pert,W 14127 1 am 716$48-9474 Fvx 716-M-35Z 1t7115f2005 15:26 5857862655 MUCHER ERECTORS,INC. PAGE 03 rem TsMsDMEMA erne QUALITY CONTRQL TEST M(3 SERVIM SERVIICE DESCRIPTION VNIT RATE Jr.Engineering Tedwidsrl ACI-Le"1&Troxier Certited W wform in p1we soli dwa tlr of $28.00 I Hoar MIA oornrelse tests.pick up and tsranspod samples to&w taborstao. (Minimum 2 Hours per sM visit-portal to portal) Overtime In rnroess of 8 Nours per Day,Saturday&Sunday $38.00 E Hour Sr- Engineering Tedwiraan AC4-Level Vll d Trooder Certified to perform earthwork,rain/orctlnp 538,00/Hour steal,mesa"dmenrallon&UMV.observe bearing Wades.file drWNWdriilinlr,%MMooliing ( Mi*num 2 Hours par site visit-porW�t+o.�p,,ar�ti�ll,)O /y� ovarfirna in PAS of$Hews per Day,Saturday&Sunday �.00/Flour ArphaWConcrede Coring technician with equipment 3 30-00/Hour (Minimum 2 Bourg per site visk-portal to portal Go11ng Equipment&Diamond Wear Cluiveb S 100.001 Day Engineering Tedlnidan to perform Rebound Hammer or M-001 Hour Windsor Probe lesft of concrete in ph" $15.001 probe Geslified WddhV Inspector(AWS)ear Visual, MP&UT Testing of Welds $0.00 I Hour overtime in oss of 8 Hours per Day,Saturdays Sunday $75-00 l Hour Field EngineerlGeclvgist $W,001 Hour Sr Oentedykal Engineer.P.E $65-001 dour — PdndpM En*Kw,PF $100.00I Hour Labwatwy 8s#iese(Soft) ----- �...�....�.� ------- A.Sieve Analysis ASTM D421 - $35.00/Each H.Standwd Rsador ASTM DON t5.001 Each C,Mortified Pincer ASTM D1557 W6,p0I EW;h D,pH of Topsoil ASTIR 04972 $12,001 Each E,Organic Metter Combustion Method $36.001 P� Iiowaslars serve"(CM- c ate) A.Cu+4og S Comp maleion Tasft of O x 12 cylinders. $7.501 Each ti. :Kamon Grout Samples 3 25.001 Each C. p-w;Won Tenting of Cvrscrda Masonry Unite, MOO I Evoll 5 0.451 mire r, Coed+1Q% Our Grrlvr al Cond Ubns form a part of aiK prwosala 594 Broadway WhWV6 i.NV 1;!189 V41co 518-268-0310 Fsx Ma-36e-9238 PO 60K 482 Qkhwd Park.WY 1412T Woe TM4549-9474 Fax II&W-3521 1e/15/1005 15:26 5857862655 � - MUCHER ERECTORS,INC. PAGE 04 GEMM 1L CONDrrN)NS A Deflnitioos:Evergraart Tasting&Environmental Services,Inc.haMnetetr referred to as the company. Iftie d work or wont means the ap Wft env►rorxrrental oor>r"hng, Wmx" or cons wOlon materials oonsriltirtp, Ile6 trg or Ober ae<rri M to be perknned. Client means the pKMI(g),entily or arattWUW n"f far"purposes of order nq the servtees.CS"in accopting or ordering work accspbr the comproaias p aposid arrd gteee er>eral madfiam Client will iraweanAit a copy 4 tha pu0nsd and the COrdtions to each and*Very third party to which the client trvrdtrnitis any portion of the companies work. B. Sife Access: Client Oahe[ provide and arrange access to the ate of the work as may be requited to perk m the wAic.Th*company Shea take reaeornaNa and custanary meemmm to minimize damam to the property as a result of fibs p6d*fia m of tits work,however to caft to preacE MO or tesiore the site to Its former condition hale not been irxduded.These;services will be provldced and charged to the client If client agKe�ea to pay the company ter+eels of Ifoarn- C.Ss+vftM 5satvids soar be provided by the company in a timely,woristaanilke and p10869iOAM rraserVW at the prices and In the mariner proposed- Delayer or moSicallons to the proposal scope of mvices as cllw4ed by the diem or authertM third parties may result In additional coda payable by the client. No claims will be brought against the company by the chent or third patpert unless all rwommertdations p w'ided,bests&kope:dorm clod tmwe been followed.In epees whore tho company may obtain samples of rooting cx Ww buildng mstanals,the company may p uvkb lompmmy patches- The diem agrees to bands}pertnenOnt pOO" and also Ogress b hold trig companny harrmteees for m:y and all damages to Vio root, building and its corrbenits which may arise prior to or dxbV the permanent ropWm Unless otherwise WOW QIJ sarnpt S will tie dtspoaed of upon Ownpietioa of tom,The company abort not be resporrsible for any evaluation or reporting concerning ptajsct aite halm&safely. D.Cliakts Duties:Client shall rxMV ft company of any know or suapad*d trwAt tokra materials.unities ar undoground sloe tanks at the project stye. Urdm epeaFi *assMod the mWonsiblNty for localkng subaurl`aoe WepM 011F,a the cOm tswho a9mcs to deliEerrd,owlarnnrFy mid had harmisom the company from all costs,dOns,lasses and wMenseswhich may amef m providing the services. ClierttviN ba invoiced on a monthly besis for the services provided and aWWn to pay the Invoices within Wrty(30)days. Client furtrrenr awoes to pay kftrvst on any pact amounts at*we isle of 18%per year on a nwx tly basis Client agrees to pay aids court and attorney fees neCeeemy if the account is defirrquent.The crotipariy shall riot be bound by releases or wakes of ro t if any ac om rrt Is past due arxgr(W)days or., x+e t any account For eawrvioea In past dire or If dent faxes to make payments wthin it*Iarms propoad, the client shop tone grant w a miam b the comp wW firm►any acid all kn min or unimown deims In tort or contract. E.ilttanwdy:The company will provide the proposed serviorrs in accord with the proposal mad vww gerreral cmditit m and with g6rnsraity accepted erase Bring principles and practices at the We of the services provided, Serrvioes will be provided with ft degree of Care and pMOCO CUSIOMMMy In use a the time by members of its pmf %Wes- No outer wwtantle3s,owarancm or ow enafttiorm implaed or expressed are made. Shedd the company or Is sarrtplvyweret be fi!aund to have beery negOg"In Me penbmrarAce of rile services irr arty iilMflNar the motxirirM alnr W of MbW 4aF De 1FirbW to$25 OM 00 or the;total of r**4 whkhew is the greater. This brnRaWn shO ezutleM to the client as way as any otrwparOm An iris evW rife cOW desarrt®s d e ouawany to assume a groatw flaibEW rite company upon wtrften notybatfnn may inar:ase ft h4b ft ymy fix a ins m be negodraW. Thaw is oat a charge for irravrrr poo but kx"asod conaidrad kn to add rile aorApean y to asuffm gr#aWAvbft Subject to rile above the company agrees to ind mnify and hold tlarrrilew the Mat foam dams, starts clad moorms arising out of the raegrtgPlnt pee¢umrance of nia o0nrwoes week. Craved coca provide;We ineemnisoauon to the eompitry. Shmm rile cfnt or any bird partly b"suit,claim Or action against the company and should the company picavall the coft of defense wW swesftation shall be romWised the compaay from the prirly brtrgM lire=*on- F.Meon kno IMerUdat*:The Ow pomp by performing*woe srvia,-q duos not mamma it nMi iirina ttisa sbtun of an owner,gerwradnr, transporter or siNw of materials as would be derfirned in RCRA or other Federal. Stale or local$Ferules-Cllerit mmmet full responsibility for cornplkwxe with these or fte datutes. Q.Tennin son:Ewes party emir twmvv fret tilts auresrmrrs d upon nerritian cnWftabw The company She ha paid for ail xrvices p►ovtded. K Agrsslaent Tire pmposdl trod ttas gooiest conditions the entire agreement.In the aveent arty of Use provislam are found ui&ftlbr�the remaining provWorts shah remain in force. P Jon W. Sammer,A/A 3921 Old Lee Hwy. Suite 72-B Fairfax, VA 22030 tele: 703-591-0747 fax: 703-591-1012 September 20, 2005 Michael J. Palmer Fire Marshall Building and Code Enforcement Town of Queensbury RE: Outback Steakhouse Route 9&Sweet Road Queensbury, NY 12804 Dear Mr. Palmer. The following is in response to your plans review comments dated September 8. Item numbers are corresponding. A copy of your comments is attached for reference. The referenced revised sheet numbers and additional documents are attached. 1) Refer to Dwyer engineering Letter dated 9/20/05. 2) Refer to Dwyer engineering Letter dated 9/20/05. Fire alarm drawings shall be submitted by Contract under separate cover. 3) Refer to Dwyer engineering Letter dated 9/20/05. Sprinkler drawings shall be submitted by Contract under separate cover. 4) Refer to Dwyer engineering Letter dated 9/20/05. 5) Please refer to Item#1 from the Plan Review Response Letter to David Hat in dated 9/20/05. Jon W. Sammer,A/A 3921 Old Lee Hwy. Suite 72-B Fairfax,VA 22030 tele: 703-591-0747 fax: 703-591-1012 September 20, 2005 David Hatin Director Building and Code Enforcement Town of Queensbury RE: Outback Steakhouse Route 9&Sweet Road Queensbury, NY 12804 Dear Mr. Hatin: The following is in response to your plans review comments dated September 8. Item numbers are corresponding. A copy of your comments is attached for reference. The referenced revised sheet numbers and additional documents are attached. y� Refer to sheet C-1 for revisions to the Code Analysis and added Special Notes column for FRT wood specification. See attached 8 Y2"x11" specification sheets for Dhcon Fire Retardant Treated (FRT) plywood and lumber. 2) So noted;the selected General Contractor will contact you for coordination. Please refer to sheets A-1, A-2, and A-3 for locations of Truss identifications signs and sheet A-3 for Truss Identification Sign Detail and Location & Placement Table. Please refer to sheet A 1 for required handicapped accessible bar top providing seating area for two handicapped persons. z � 1 09/20/05 Please give me a call at 800-296-1012 ext. 72 if any of the above is unclear or if you require an additional information. /Singer , aE S��C'y�l t 9 Jo I. Sammer,ALA ® � .5-0 yj, G26�3 y0 Brian Bullgreen-OSI aF NE\1J Mike Stockslader—Mucher Erectors -2- ti September 20, 2005 David Hatin, Director Building Code Enforcement 742 Bay Road �ttf ` Queensbury, NY 12804-5902 26H Fairfax St, SE Leesburg, va RE : Outback Steakhouse 20175 PHONE 800-943-9937 FA X: 703-771-4066 Dear Mr. Hatin: This memo is in response to the permit review checklist comments dated 09/20/05. The following is how we've addressed each of the comments: 1. Hood drawings shown on sheet M-5. Complete fire suppression shop drawings shall be provided by Ansul Contractor. Hood Material: Type 304 stainless steel, #3 polish. Material Thickness: 18 Ga. Make- Up Air: 7,490 CFM/ Exhaust Volume: 10,670 CFM. Grease Removal System is shown on sheet M-5. Mounting Details/Clearances shown on sheet M-5. Exhaust termination shown on sheet M-3. Remainder of make-up air provided by HVAC units. Complete air balance on sheet M-5. 2. Complete fire alarm drawings shall be provided by fire alarm contractor. 3. Complete sprinkler drawings shall be provided by sprinkler contractor. 4. Shutdown notes have been added to M-1, M-5, and E-6. BTU's will shutdown upon smoke detector activation. Make-up air units shall shut down upon ansul system activation. 5. Response by architect. If you have any questions, please give me a call at (800) 943-9937 extension 130. Thank you. Si erely, l� David P. Driver, P.E. TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Memorandum To: Dave Hatin, File 2005 616 From: MJ Palmer Date: Sept. 8,2005 Re: Outback Steakhouse Review of current submittals, indicates the following: 1) Hood drawings incomplete.No data supplied on; Hood material, material thickness or listed number, make up air calculations, exhaust volume, grease removal system, mounting details including clearances, ducting and exhaust termination. 2) Still need complete fire alarm drawings 3) Sprinkler note added to drawing. Still need complete drawing submittal with calculations 4) Still need HVAC shutdown note added 5) Still need letter indicating materials used in gable and mansard areas meet the requirements on NFPA 703 6) To be determined later. Michael J Palmer,Fire Marshal 742 Bay Road Queensbury,NY 12804 518.761.8206• flremarslial@queensbury.net (21 --A TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 518-761-8201 September 8,2005 John Sammer,Architect 3921 Old Lee Highway Suite 72B Fairfax,VA 23020 Dear John: The following items still need to be addressed from your latest submission to this office,in order for us to issue a building permit. 1. There still is a question as to whether the mansards in the roof area must be sprinklered, due to the fact that you're using fire retardant plywood In order to address this issue, the Fire Marshal has asked that we be provided with documentation that the materials used will meet the requirements of NFPA 703, if this area is not to be sprinklered. 2. We will still need in our possession a copy of the contracts to be provided to this office prior to issuance of the permit. 3. We still need identification on the drawings as to the location of the truss identification signs required by the Building Code,as well as a drawing showing the description of the signs to be placed at the entrance and exit doors. 4. 1 still am in disagreement with you that the 34 by 60 inch counter at the bar is not required It is my understanding that Section 1108.2.52 does require the 60 inch wide by 34 inch counter space. It would be my suggestion that you contact the New York State Codes Division in Albany to get a clarification as to whether this is required or not. It is our opinion that it is. 5. Attached is a letter from Fire Marshal Mike Palmer stating the issues that he still needs submitted for review before he will sign off on the building permit application. If you have any questions, I can be reached at (518) 761-8253. Thank you for your attention in this matter. Sincerely, TO OF QUE�NSBURY David Hatin,Director Building and Code Enforcement DH/mg "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 518-761-8201 John Sammer,Architect 3921 Old Lee Highway Suite 72B Farfax,VA 23020 9/1 Dear John: ` The following items need to be addressed on The Outback plans before this Department will issue a permit for construction: t does not appear that the installation of fire retardant plywood on the exterior skin of the building will meet the requirements for a noncombustible building,as Section 603.1.1 allows only non-bearing walls to use fire retardant plywood to maintain a Type II rating on the building. �-, 1 ' 1 >^ ll, We will need contracts from a certified inspection agency for concrete testing, structural steel erection, and compaction test of the soils for this site. Ali,,( cep illt,4 It appears that a hydrant that is currently located in the driveway for The Outback will be moved or removed from the property. Therefore, there is a question as to new hydrant will be within 600 feet of the farthest side of the building. Could you please clarify that. r ` *0�_ There are no attic accesses shown to all the mansard areas. Please clarify how this will be accomplished. 0 The building needs to be provided with truss identification signs as required by the Building Code for New York State. We need all structural calculations for wind, snow,and seismic prepared by an engineer and submitted to this office for review. The bar area must be provided with a 60 inch wide by 34 inch high counter, as required by the handicap section of the Building Code. The handicap urinal height does not have a dimension shown for 17 inches above finished floor. It appears from the elevations provided on the plans that the bottom of the footing may not be 48 inches below grade,depending on how exterior grade is brought to the building. There is a requirement for a minimum six inches between the top of slab and grade, and therefore it appears that some of the footings may not be 48 inches below grade. The access aisle for the handicap parking spaces does not appear,to be eight foot wide,as required by the Building Code. "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 r 4 �kT IThere does not appear to be clean outs at the ends of all lines, according to the plumbing schematics supplied with the plans. } � There are no lighting calculations provided with the Comcheck or an ( inspection report supplied by the Comcheck printout. There appears to be no heat traps on the hot water heater. ,14 The plans do not appear to show makeup air for the exhaust fans provided in the kitchen as well as other areas of the building. The Fire Marshal's Office is requiring a detailed drawing of the range hood and suppression system. The Fire Marshal is also requesting drawings for the manual and automatic fire alarm system, along with drawings that indicate that the HVAC units will shutdown upon activation of the fire alarm system. , k7` Please provide a note on the plans that says that complete shop drawings for the sprinkler system will be provided prior to installation of the system. The fire department connection should be a five inch Stortz droop fitting. I believe this is a complete list of the items that are still in question before a permit can be issued for The Outback. If you have any questions,I can be reached at(518)761-8253,or you can reach Fire Marshal Mike Palmer at(518)761-8206. Thank you for your attention in this matter. Sincerely, TO F U E U David Hatin, rector Building and Code Enforcement DH/mg Jon Sammer From: Trent Martin [tsmartin@jarrett-martin.com] Sent: Friday, September 02,2005 11:52 AM T6.1 Jon Sammer; :johnharrop@jsa-design.com Jon, Attached are the changes to the Outback Steakhouse in Queensbury, New York.The changes include the handicap access isles are now shown at 8 ft in width and the parking spaces are 10 ft in width. The fire hydrant has been moved to the north approximately 25 ft. We have sent in 2 copies of the revised drawings to the Town of Queensbury. If there are any other comments please let me know. Trent Martin Jarrett-Martin Engineers, PLLC Phone: (518) 792-2907 Fax: (518)798-1864 9/2/2005 Jon W. Sammer, AIA 3921 Old Lee Hwy.Ste.72-B Fairfax,VA 22030 phone:703-591-0747 fax:703-591-1012 moment- IWumefit: ITransmittal Date: Fri 9/2/2005 Project: obgs_outback queensbury-ny Address To: Town of Queensbury 742 Bay Road Queensbury, NY 12804 Contact: IBuilding and Codes Phone Fax (518) 761-8256 (518) 745-4437 Via: FedEx For permit Revision Enclosure/ Date Rev# Copies Items: Remarks: 09/01/05 1 2 Revised sheets A-1.3, A-2, A-3,A-9, E-1, P-1, P-2, P-4. 08/25/05 1 Architect's response letter. 08/30/05 1 Dwyer Engineering's response letter. 08/31/05 1 Ehlert/Bryan's response letter. 09/02/05 1 8.5"xll" email ans site plan from Trent Martin. 09/02/05 1 8.5"xll" sheet of Code Section 1108.2.5.2. 08/17/05 1 Original comments letter. Remarks: From: 13ohn Harrop cc... brianbulgreen@outback.com TABLE 1108.2.4.1 -1109.2.1 ACCESSIBILITY TABLE 1108.2.4.1 SECTION 1109 RECEIVERS FOR ASSISTIVE LISTENING SYSTEMS OTHER FEATURES AND FACILITIES CAPACITY OF SEATING MINIMUM REQUIRED NUMBER IN ASSEMBLY AREAS OF RECEIVERS 1109.1 General. Accessible building features and facili- Less thin 50 2 ties shall be provided in accordance with Sections 1109.2 �.. through 1109.14.2. 50 to 500 2,plus 4 for each total seating Exception: Type A and Type B dwelling and sleeping capacity increase of 100 above 51 units shall comply with ICC/ANSI A 117.1. 20,plus 4 for each total seating 501 to 1,000 1109.2 Toilet and bathing facilities. Toilet rooms and capacity increase of 100 above 501 bathing facilities shall be accessible.Where a floor level is 1,001 to 2,000 35,plus 2 for each total seating not required to be connected by an accessible route, the capacity increase of 100 above 1,001 only toilet rooms or bathing facilities provided within the ., Over 2,000 55, facility shall not be located on the inaccessible floor. At t capaci plus 1 for each total seating Y ty increase of 100 above 2,000 least one of each type of fixture, element, control or dis- penser in each accessible toilet room and bathing facility Exception: In buildings without elevators,an acces- shall be accessible. sible route to a mezzanine seating area is not Exceptions: required, provided that the mezzanine contains less 1.In toilet rooms or bathing facilities accessed only than 25 percent of the total area and the same ser- through a private office,not for common or public vices are provided in the accessible area. use, and intended for use by a single occupant, any of the following alternativesNare allowed: 1108.25.1 Fixed or built-in seating or tables. Where fixed or built-in seating or tables are provided 1.1. Doors are permitted to swing into the clear floor space provided the door swing can be in dining areas, at least 5 percent, but not less than reversed to meet the requirements in ICC/ one such seat or table,shall be accessible and be dis- ANSI A117.1. tributed throughout the facility. 1.2. The height requirements for the water closet 1108.2.5.2 Dining counters.In establishments serv- in ICC/ANSI A1ITI are not applicable. A ing food or drink for consumption where the only 1.3. Grab bars are not required to be installed in a seatingis at counters exceeding 34 inches 864 mm) 1, g ( toilet room,provided that the reinforcement in height,a 60-inch(1524 mm)minimum length por- has been installed in the walls and located so tion of the counter shall be accessible. as to permit the installation of such grab , bars. 11083 Self-service storage facilities.Self-service storage facilities shall provide accessible individual self-storage 1.4. The requirement for height, knee and toe clearance shall not apply to a lavatory. spaces in accordance with Table 1108.3. 2.This section is not applicable to toilet and bathing TABLE 1108.3 facilities that serve dwelling units or sleeping ACCESSIBLE SELF-SERVICE STORAGE FACILITIES TOTAL SPACES IN MINIMUM NUMBER OF REQUIRED units that are not required to be accessible by Sec- FACILITY ACCESSIBLE SPACES Lion 1107. 1 to 200 5%,but not less than 1 3.Where multiple single-user toilet rooms or bath- l0,plus 2%of total number of ing facilities are clustered at a single location and Over 200 units over 200 contain fixtures in excess of the minimum required number of plumbing fixtures, at least 5 : percent but not less than one room for each use at each cluster shall be accessible. 11083.1 Dispersion.Accessible individual self-service ; storage spaces shall be dispersed throughout the various 4.Toilet room fixtures that are in excess of those classes of spaces provided. Where more classes of required by the plumbing code and that are desig- spaces are provided than the number of required acces- nated for use by children in day care and primary sible spaces, the number of accessible spaces shall not school occupancies. be required to exceed that required by Table 1108.3. 1109.2.1 Unisex toilet and bathing rooms.In assem- Accessible spaces are permitted to be dispersed in a sin- bly and mercantile occupancies, an accessible unisex gle building of a multibuilding facility. toilet room shall be provided where an aggregate of six 244 BUILDING CODE OF NEW YORK STATE 1 . EQUIPMENT LEGEND NOTE: HOOD #1 13'-4" (160") SUPPLY # 1 MATERIAL LEGEND LABEL DESCRIPTION DUCT: (2) 12" X 16" (56") 11 FLOW POINTS qTY DESCRIPTION PART FLOW ALL PIPING IN 3/8" SCH. 40 BLACK PIPE # A TABLE HOOD #2 10'-6" (126") SUPPLY # 2 3 2W 419348 2 B FRYER ALL FIELD EXPOSED PIPING SLEEVED IN CHROME DUCT: 12" X 21" (66") 11 FLOW POINTS 9 IN 419346 1 C REFRIGERATOR EXHAUST FAN TO REMAIN ON, MAKEUP AIR, GAS SUPPLY # 3 2 290 419353 2 AND ALL ELECTRIC TO SHUT—DOWN ON SYSTEM 2 FLOW POINTS D 6 BURNER RANGE ACTUATION. 1 3N 419349 3 E 60" CHARBROILER 9.0 GAL. ANSUL SYSTEM 4 1/2N 419345 1/2 NOZZLE PLACEMENT MEETS ANSUL UL300 CRITERIA TOTAL 24 FLOW POINTS F 60" GRIDDLE 2 SWIVEL ADAPTER 423572 — G CHEESE MELTER GAS VALVE REQUIRED 5 28" DROP — — 1 33" DROP — — --------------------160.0-------------- T---------------126.0--------------- I I I F_ CID CID CID I C7 CD CD 00 C C7 O 1 27.0 I I 112 ,`.1� 1//2 ----41.0----T----- 56.0 -----�16.0� -18.0-T-18.0 B.d','---36.0---T---38.0---T----45.0----T , 3.0 7.0 57.0 HOOD # 1 HOOD # 2 I L CHEESE MELTER / RANGE DETAIL RANGE PROTECTOION TO BE PIPED CLOSE TO THE BOTTOM OF CHEESE MELTER TO ALLOW MAX. ACCESS TO BACK BURNERS. 2W 2W 2W N IN 1N 1N 360' 3 360' S00' 500' 2 360' Fr5007 360' — 1 I I I I I I j 1/2N 1/2N SEE TANK DETAIL ON PAGE 2 OF 2 IN 1N 1N 1N IN I I 3N W/S W/S I © 1/2N f © 1/2N �J (2) 290 � I J GREASE TITLE OUTBACK STEAKHOUSE DATE JOB # — ASM # DRWG # POSToEFICEeox 3ogAiND �AI�Ll NBC 28079 QUEENSBURY, NY 9/2/05 0 23'10 GWC9 ML TELEPHONE (704) 821-9211 FAX (704) 821-6618 ANSUL FIRE SYSTEM DRAWN BY SCALE REV. DATE REV. BY SHEET info@greasemaster.com — DB NTS — — 1 OF 2 EQUIPMENT LEGEND NOTE: HOOD #3 9'-6" (114") SUPPLY # 4 MATERIAL LEGEND PBFRYER SCRIPTION DUCT: 12" X 19" (62") 11 FLOW POINTS QTY DESCRIPTION PART # FLOW ALL PIPING IN 3/8" SCH. 40 BLACK PIPE STEAMER 3.0 GAL. ANSUL SYSTEM 1 2W 419348 2 ALL FIELD EXPOSED PIPING SLEEVED IN CHROME TOTAL 11 FLOW POINTS 1 IN 419346 1 EXHAUST FAN TO REMAIN ON, MAKEUP AIR, GAS 3 230 419350 2 AND ALL ELECTRIC TO SHUT-DOWN ON SYSTEM ACTUATION. 3 28" DROP - - NOZZLE PLACEMENT MEETS ANSUL UL300 CRITERIA GAS VALVE REQUIRED 4 CP I I o C7 C C C CC C� C❑ 27.o I I ❑ I I 2 II 6.0 16.0 -----52.0-----T16.0 14.0,' ❑ 57.0 HOOD # 3 I L 9.0 GALLON 3.0 GALLON SYSTEM SYSTEM 2W iN 500' 500' 500' 500' 500' 4-- ou« Pm� DROP 230 230 230 REMOTE PULL REMOTE PULL FOR I I STATION STATION FUTURE FRYER GREASE TITLE OUTBACK STEAKHOUSE DATE JOB # ASM # DRWG # 9/2/05 — 0 9'6 GWC9 FRYER MAST�' R TM QUEENSBURY, NY POST OFFICE BOX 309 INDIAN TRAIL, NC 28079 ANSUL FIRE SYSTEM DRAWN BY SCALE REV. DATE REV. BY SHEET TELEPHONE (704) 821-9211 FAX (704) 821-6618 woUgreasemaster.com — DB NTS — — 2 OF 2 Ehlert/Bryan, Inc. ' Consulting Structural Engineers 1451 Dolley Madison Boulevard, Suite 220, McLean, VA 22101 (703) 827-9552 FAX: (703) 356-2031 Email: Ebva@ehlert-bryan.com TRANSMITTAL TO: Jon W. Sammer, AIA DATE: August 31 , 2005 E/B #: 056215 ATTN: John Harrop PROJECT: Outback - Queensbury, NY FROM: Tom Bouffard WE TRANSMIT: Prints Shop Drawings Tracings Specifications Sketches Field Report Letter Other 1 copy of signed spec sheets. SENT VIA: Blueprinter Pick Up Our Delivery 1 st Class Mail UPS Next Day UPS Courier Federal Express Fax Original to Follow COPIES TO: BY: Demetrice Threat ' Ehlert/Bryan, Inc. ' Consulting Structural Engineers 1451 Dolley Madison Boulevard, Suite 220, McLean, VA 22101 (703) 827-9552 FAX (703) 356-2031 Email: ebva@ehlert-bryan.com MEMORANDUM TO: Jon Sammer Architects �E OF NEW Y ATTN: Jon Sammer C. 09� RE: Outback - Queensbury, NY � E/B # 056215 ,- t DATE: August 31, 2005 - - r A FROM: Thomas A. Bouffard, PE; Wayne C. Bryan, PE o 62716-� Please find enclosed our response to the structural permit questions forwarded to our office. Questions 6: Please find enclosed the structural calculations for the building. Questions 9: The depth of the bottom of the footings as shown on the drawings is 4'- 6" around the perimeter of the building. The prototype building grades are required to meet the building at 6 inches below finish floor. This places the footings 4 feet below grade. Frost depth is achieved. COPIES TO: Transmitted by: Fax _ Number of pages: 1 Mail ✓ >t Ehler ffiryan r Inc. ' Consulting Structural Engineers 1451 Dolley Madison Boulevard, Suite 220, McLean, VA 22101 (703)827-9552 FAX (703)356-2031 CALCULATION INDEX SHEET TO: Jon Sammer Architects ATTN: Jon Sammer RE: Outback - Queensbury, NY DATE: August 31, 2005 E/B#: 046246 The calculation sheets listed below and attached represent the structural evaluation for the above referenced project. Sheets Date 1 - 41 November, 2004 c 1. � I OptSSi f BY: Wayne C. Bryan, PE These calculations are not to be used for construction unless index sheet is stamped with an original red engineer's seal. I � # Job Name: Outback Steakhouse,Queensbury NY . Ehiert/Bryan, Inc Page No.: Consulting Engineers Client: Jon W Sammer By: SMF Job No.: 046246 Date: 11/11/2004 Design Criteria General Project Location QUEENSBURY NY Building Code NYS 2000 Roof Gravity Loads Sustained DL(Use 2/3 Sust. DL to resist uplift.) Metal Deck 2 psf Membrane 1 psf Insulation 1 psf Joists 3 psf Steel 3 psf Superimposed DL Mechanical and Sprinkler 8 psf Ceiling/Lights 2 psf Live Loads Roof Live Load 50 psf Snow Loads Snow Exposure Factor Ce= 1 Snow Load Importance Factor I= 1.0 Ground Snow Loads 70 psf Flat-Roof Snow Loads 49 psf(plus drifting) Floor Gravity Loads Live Loads Dining Rooms and Restaurants 100 psf Lateral Loads Wind Pressures Basic Wind Speed V= 90 mph Wind Load Importance Factor I= 1.0 Wind Exposure Factor(MWFRS) C Seismic Forces Mapped Short Period Response Accel.,Ss 0.337 Mapped 1-Second Period Response Accel.,S1 0.1 Site Class D Seismic Use Group I Seismic Importance Factor le= 1.0 Design Short Period Response Accel.,Sds 0.315 Design 1-Second Period Response Accel.,Sd1 0.16 Seismic Design Category B Basic Structural System Building Frame System Basic Seismic-Force Resisting System Ordinary Steel Concentrically Braced Frames Response Modification Coefficient Ra= 5.0 System Over-Strength Factor 920= 2.0 Deflection Amplification Factor Cd= 4.5 Analysis Procedure Equivalent Lateral Force Foundation Allowable Soil Bearing Pressure 2000 psf Frost Line 48 inches �► Ehlert/Bryan, Inc. ' Consulting Structural Engineers 1451 Dolley Madison Boulevard, Suite 220, McLean, VA 22101 (703)827-9552 FAX (703)356-2031 CODE REQUIREMENTS - IBC PROJECT INFORMATION DATE: 11jiloN ENGR: E/B #: Oy( 'ZVLV PROJECT NAME: OUIVAck COUNTY: Queo,csl3um STATE: N.Y. BUILDING OFFICIAL: J LL TITLE: ,�t7iY/t PHONE NUMBER: GOVERNING CODE: 1VYS UN�F+>=n ,$u�wy YEAR: Z Xb LOCAL AMENDMENTS: GROUND SNOW LOAD: (Reducible to roof?) 7D PSF DESIGN WIND SPEED: 90 MAXIMUM CONSIDERED EQ GROUND MOTION OF 0.2 SEC SPECIAL RESPONSE r✓ ACCELLERATION (Ss): 3y Z MAXIMUM CONSIDERED EQ GROUND MOTION OF 0.1 SEC SPECIAL RESPONSE ACCELERATION (S U /n2 DEPTH OF FROST: 4t3" OTHER: New York, United States, North America - (` Adirondack s Park, L �' 9 li � t"%t r �\ 1 Oneid 39 W }__.f rifif-Rd � as Corner 1— -- {,'Queensbury J s 149. it =-7 1✓ c , g I54 r l yrdG t " Lai Ni1, s ip Sunnysido Nc o 1Jll rench 'fto\V ountain rk Ni tit _4i Exit 26 ly Jjf• i4 1 7 f,9L, 4et7i8�' 7 .17 �.. y /yam m� - i -A- 'I t _..__ L Upper Glen St Queensbury,NY 1:.. t� + t, {1 t Upper Glen St Queensbu NY 12804 .Beach t I 52 Y SR-91- 9 4� ; ,jr ueensbu NY 12804 r" J j Warren County Ilk° Airport,$ Rd t_"A KL It ff t f f .10 87:Exit O t P c_ [ 11t i , z off rCts Cd i s lr i \\ 0 mi 0.5 1 1.5 2 Copyright O 1988-2000 Microsoft Corp.and/or its suppliers.All rights reserved. http://www.microsoft.corr✓Streets O Copyright 1999 by Geographic Data Technology,Inc.All rights reserved.O 1999 Navigation Technologies.All rights reserved.This data includes information taken with permission from Canadian authorities O Her Majesty the Queen in Right of Canada. Page 0 Copyright 1999 by Compusearch Micromarketing Data and Systems Ltd. nurrurrig or i,oues riomepage Page 1 of 2 � f 1RFELCOME TO THE TOWN OF dr Com Departments sc)urluriit}+ Resaar�ces& Town DaCumer s News & Events Projects Search Building &Codes 742 Ray Pbaa Queet-sbW,W 12804 Dave HabR EvaheDeector qW Joel ,Rift kweclor John osrIe,BAdns h pecior ra Pages..� OMoe Phone:(518)761.8256 Fax(518)745 4437 Emei:oodes@ t x*A Building & Codes Homepage The Building & Codes office is responsible Regular inspections help provide a measure for review and issuance of building permits of safety to our residents and consumers by as well as enforcement of the NYS Uniform ensuring that the minimum requirements of building code. We review over 900 building the code are met and maintained in these permits and associated plans annually facilities. The code requirements include comprising $40 Million Dollars (on such things as maintaining operable, easily average) of new construction. Our review if accessible fire extinguishers, keeping paths focused on compliance with the NYS of exit clear and unobstructed, and Building Code and requires that we provisions for working exit signs and annually perform in excess of 6000 on site emergency lighting. inspections of projects under construction. The Fire Marshal and Deputy Fire Marshal, Our office also administers the licensing of while not formally affiliated with the mobile home parks,junkyards and the local Town's five volunteer fire companies, flood damage protection law. We also regularly communicate, share information respond to nearly 300 complaints a year and technical assistance with the fire regarding the suspected violation of these companies. Fire prevention education of codes as well as uncontrolled disposal of local school children also provides another garbage and refuse. means of cooperating and assisting the fire companies. The Fire Marshal's Office locally administers the NYS Fire and Building Queensbury's incidence of fire loss is Codes through plan review and annual and measurably low relative to similar periodic inspection of over 1200 communities. Adherence to NYS Fire and commercial facilities, churches, and schools Building Code, regular inspection of located in the Town. commercial occupancies and fire prevention education assist in maintaining this level of safety. httD://www.aueensburv.net/buildeodes_ht.m i iRi�nna Page 1 of 1 Tom Bouffard From: David To [davidto@saadesign.com) Sent: Thursday, November 04, 2004 2:33 PM To: Tom Bouffard Cc: jonsammer@saadesign.com Subject: obqs_outback_queensbury, ny (dimension plan) RE: Outback-Queensbury, NY (Similar with Outback-Greensburg, PA) Due date is 11/15/04 Please find enclosed the CAD file ( Dimension Plan ) David To davidto@saadesign.com Phone: (703) 591-0747 Ext.86 Fax: (703)591-1012 11/8/2004 zripcoue i,00xup output! Page 1 of 1 2-USGS Earthquake HazardsProgram The input zip-code is 12804. ZIP CODE 12804 LOCATION 43 .3255 Lat. -73.6796 Long. DISTANCE TO NEAREST GRID POINT 3 .2808 kms NEAREST GRID POINT 43 .3 Lat. -73.7 Long. Probabilistic ground motion values, in %g, at the Nearest Grid point are: 10%PE in 50 yr 5%PE in 50 yr 2%PE in 50 yr PGA 5.176282 8.774051 16.376780 0.2 sec SA 12 .019770 18.701521 33.675381 0.3 sec SA 9.772255 15.439970 26.348040 1.0 sec SA 3.709113 5.905818 9.986787 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - The input zip-code is . Zip code is zero and we go to the end and stop. PROJECT INFO:Home Page SEISMIC HAZARD:Hazard by Zip Code httn://eaint.cr.usgs.Lyov/ea/egi-bin/zincode.cp,i r Job Name: Qu gEP4S - IL Ehlert/Bryan, Inc. Page No: ' Consulting Structural Engineers Client: By: Job Number. Date: ii/941il, 3E75/t!G S17S (ArFFICIER 5,rE L456 3� S��s � �qSS= I,ytv33�)= oY�lB SE�y,�.��aN tarELc�tY SDs` 313 aii,5 SNOW DRIFTING ANALYSIS 11/09/04 Outback Queensbury, NY Pg= 70 psf -.. 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JL;i! ;:;w�%:;::;:;+++++•+++•+;:• +i+00•♦++••!:•:!:�i+:+:+:•Di+:+:•:+:+:+i++•+++++•+•+++♦:+:+i•:+i+:+L// ::: i;y+ r,+;♦O•'�6�♦O ♦ • ♦ + .O•.+gOr:+O•i;:;:ii;.;:;:•::;:i'::;:;:.;.;:;:i•:;:;:;:;:;;:;:%�i;:,;,�O;�;:;O:;pO:::;:;:;:;:;:;:;% �_i__ ::: /r■ ■/■ ■e' •r■rr■r■r/■r■r■n■/■■r■/■rr■r■rr■r/■n■f■n■r■■■/ ■■■man■■rrr■■n■r■■rn■r■r■■n■rr■■n■/■/rn■/man■u/mar■■/■t■■/■■■■■r/■■■■n■/■r■//■rr■■■r/■■/rr■r■//n■ n■i rrrrrr■urr■■■rrr■■rr■rn■r■rrn■rrnrr■rrrr■rnr■■■■rrrrrr■■■rrr■■■rrnnr�■■r■rr■r■rrrr■n■mar■■■ernrrrrrrr■■■■n■mar■■■rr■rnma/rrnrr■■rf■rrne■/■■■r■/ or ■/■f■■■■n■■■■n■■■■rrr/mar■■man■■/u■rr■rtnrrn/■n■■■■/■r■r■fn■■■rnn■//i�r_•■■■mart///nfr■/rnnr■■r/■■n■■■■■/■■■r/■■■■■■■■nnf/n■r■■r/■rnf■■■■■r■r/■/■/ Floor Map " RAM Steel v8.2 Page 2/2. 10 EBLERTBRYAN,INC " RAMDataBase: OutbackQueensbury 11/10/04 18:02:49 iNre�vnr �ai1 Building Code: IBC Steel Code: AISC LRFD Surface Loads Label DL CDL LL Reduction Mass DL psf psf psf Type psf Roof 20.0 20.0 50.0 Unreducible 20.0 Driftl 20.0 20.0 110.0 Unreducible 20.0 Drift2 20.0 20.0 86.0 Unreducible 20.0 Drift3 20.0 20.0 62.0 Unreducible 20.0 Roof Under Mansard 20.0 20.0 20.0 Unreducible 20.0 Drift5 20.0 20.0 83.0 Unreducible 20.0 Drift4 20.0 20.0 94.0 Unreducible 20.0 Drift6 20.0 20.0 61.0 Unreducible 20.0 Line Loads Label DL CDL LL Reduction Mass DL k/ft k/ft k/ft Type k/ft L1 Mansard Load-Typ 0.020 0.020 0.030 Unreducible 0.020 L2 Mansard-Front 0.053 0.053 0.132 Unreducible 0.053 L3 Mansard Ext.Bear 0.143 0.143 0.357 Unreducible 0.143 Point Loads Label DL CDL LL Reduction Mass DL kips kips kips Type kips P1 MAU 0.150 0.000 0.000 Unreducible 0.150 P2 RTU 0.400 0.000 0.000 Unreducible 0.400 P3 EF 0.100 0.000 0.000 Unreducible 0.100 441 4442 443 444 445 446 447 448 449 450 451 452 453' 454 455 456 457 CD CD CD 404 .. .. .. 403 ..... � P7' 395 419 N400 90 399 �394 V-- 8 . 84=16 CD 0) co 0 cn Co N) C-D n .3 cn 402 89 3 .388 87 386 396 393 401 397 392 5 6 7 398 El 420 421 c9 S� P. -4 S2 (0 440 409 410 .406 8 -2)t 10 El 408 407 414 411 1405 415 81 12 13 C9, 0334 335 _�36 37 338 339 3 40 341 �42 L43 _q44. 45 347 3481. 49 50 _4 _q___ CD CD to n I- 0 0. -- CD wa 0 Floor MaI2 RAM Steel v8.2 EBLERT/BRYAN,INC RAMDataBase: OutbackQueensbury 11/10/04 18:02:49 INTERNATO\K I Building Code: IBC Steel Code: AISC LRFD Floor Type: Roof A �2-r—., 7k w1r)Ym -A< � 7k VJ1 RX26 W6x26 i9k 6k I 25KCS3 6k oo 4k 18K3 4k 5k xxGSP A 8k I 25KCS4 8k1� 6k 181CS3 5k 6k xxGSP Sk 8k ICL Sk &I I 18[CS4 6k 6k xxGSP 9k ..........xxGSP Sk�A.E� 9k JKCL 9( El 5k 16KCS3Sk Y 8ki 26 KC S4 8k 4k 18fG 4k N 4k )0(" 91- Lr 4k xxGSP 10k LIS4 L. .. . .. -8k 18K3 4k. ... LO 4k )o(GSP 10k c\j 8k 26KCS4 I --8k3: 4k 16KCS2 4k� 3: 5k xxGSP 10k 8k 8k 5k 16PCS3 xxGSP 10k� 8k 26KC-Q4 8k cOO: �4k 16WS3 B.9 XXGSPII lOk'- 8k 26 A C) & 4k- 4k xxGSP 10k M LLJ 5k 26KCS2 5k 4K 16KCS3 5k 261CS? 6k ...... 5k... )(xGSP...6k 8k 26KCS4 8k Lp 5k 16N—IM 6k I XXGSP 'IT c\j A t UP 8k KCS4 8k cq 5k 18PG Z: 6k xxGSP 9k 7k 25KCS4 8k 9k 1 8K4 19k 6k xxGSP Sk 6k 26KCS3 6k Y 4k 18n 4k Y Ik xxGSP A 0) c\I co t cc\\JI, 7 -1 8k W16x25 TI A W16)26 A ?k VV16x26 A 12k r i Job Name: OUT2&JL a i telzY Ehlert/Bryan,-Inc. Page No: ' Consulting Structural Engineers Client: By:, Job Number. Date: 111010 ` ?- -FL 71 7,8 Z7rZ,D J Tz:,4 Z, ' ` job Name: cur&q-ws .y' ta Ehlert/Bryan, Inc. Page No: ' Consulting Structural Engineers Client: By: job Number. Date: f # Nt C is St[rty b Low �57� A,-) �t' -D `J W L � M zq,1,it--r Beam Summary RAM Steel v8.2 EBLERTBRYAN,INC RAMDataBase: OutbackQueensbury 11/10/0418:02:49 Building Code: IBC Steel Code: AISC LRFD STEEL BEAM DESIGN SUMMARY: Floor Type: Roof Bm# Length +Mu -Mu Mn Fy Beam Size Studs ft kip-ft kip-ft kip-ft ksi 2 24.92 244.0 0.0 397.5 50.0 W21X44 #u 3 24.50 260.8 0.0 397.5 50.0 W21X44 #u 15 22.00 53.5 0.0 184.2 50.0 W16X26 u 19 22.00 53.5 0.0 184.2 50.0 W16X26 u 5 29.00 439.2 0.0 562.5 50.0 W24X55 16 23.00 58.4 0.0 184.2 50.0 W16X26 u 6 25.83 291.4 0.0 458.3 50.0 W21X50 u 7 13.92 129.8 0.0 184.2 50.0 W16X26 20 23.00 58.4 0.0 184.2 50.0 W16X26 u 8 25.16 272.1 0.0 397.5 50.0 W21X44 17 26.42 75.0 -15.0 184.2 50.0 W16X26 u 5.67 0.0 -15.0 9 27.50 260.7 0.0 458.3 50.0 W21X50 u 10 16.09 128.8 0.0 184.2 50.0 W16X26 u 21 26.42 75.0 -15.0 184.2 50.0 W16X26 u 5.67 0.0 -15.0 81 23.37 221.8 0.0 383.3 50.0 W16X50 u 12 22.00 187.1 0.0 383.3 50.0 W16X50 u *after Size denotes beam failed stress/capacity criteria. #after Size denotes beam failed deflection criteria. u after Size denotes this size has been assigned by the User. Base Plate Design Summary RAM Steel v8.2 EHLERTBRYAN,INC DataBase: OutbackQueensbury 11/11/04 08:44:17 T Building Code: IBC Steel Code: ASD 9th Ed. Column Line Column Size Fy N B tp (ksi) (in) (in) (in) 1 -B.1 HSS5X5X5/16 36 11.00 11.00 0.750 2-D HSS5X5X1/2 36 11.00 11.00 0.750 2-13.9 HSS5X5X3/8 36 11.00 11.00 1.000 2-A.6 HSS5X5X1/2 36 11.00 11.00 0.750 2-A HSS5X5X1/4 36 11.00 11.00 0.750 3 -D HSS5X5X3/8 36 11.00 11.00 0.750 3-C HSS5X5X5/16 36 11.00 11.00 0.750 3 -A.8 HSS5X5X1/4 36 11.00 11.00 0.750 3 -A HSS5X5X1/4 36 11.00 11.00 0.750 4-D HSS5X5X5/16 36 11.00 11.00 0.750 4-C.1 HSS5X5X3/16 36 11.00 11.00 0.750 t , Gravity Column Design Summary RAM Steel v8.2 EHLERT/BRYAN,INC RAMDataBase: OutbackQueensbury 11/11/04 08:44:25 Building Code: IBC Steel Code:ASD 9th Ed. Column Line 1 -B.1 Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 38.9 3.2 7.3 10 0.98 Eq H1-1 0.0 46 HSS5X5X5/16 Column Line 2-D Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 47.8 1.9 15.9 8 1.07 Eq H1-1 0.0 46 HSS5X5X1/2 Column Line 2 -B.9 Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 45.1 0.0 10.2 10 0.95 Eq H1-1 0.0 46 HSS5X5X3/8 Column Line 2-A.6 Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 41.5 0.0 12.5 6 0.78 Eq H1-1 0.0 46 HSS5X5X1/2 Column Line 2-A Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 27.4 1.9 7.5 8 0.89 Eq H1-1 0.0 46 HSS5X5X1/4 Column Line 3 -D Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 37.1 2.3 11.0 8 0.96 Eq Hl-1 0.0 46 HSS5X5X3/8 Column Line 3- C Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 36.6 0.0 8.5 6 0.83 Eq Hl-1 0.0 46 HSS5X5X5/16 Column Line 3 -A.8 Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 29.8 0.0 7.0 6 0.81 Eq HI-1 0.0 46 HSS5X5X1/4 Column Line 3 - A Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 27.2 2.3 7.0 8 0.88 Eq H1-1 0.0 46 HSS5X5X1/4 Column Line 4 - D Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 34.0 0.0 0.0 1 0.39 Eq HI-1 90.0 46 HSS5X5X5/16 Column Line 4 - C.l Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 48.6 0.0 0.0 1 0.87 Eq H1-1 90.0 46 HSS5X5X3/16 Gravity Column Design Summary RAM Steel v8.2 EHLERT/BRYAN,INC UMDataBase: OutbackQueensbury 11/11/04 08:44:25 Building Code: IBC Steel Code: ASD 9th Ed. Column Line 1 -B.1 Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 38.9 3.2 7.3 10 0.98 Eq H1-1 0.0 46 HSS5X5X5/16 Column Line 2-D Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 47.8 1.9 15.9 8 1.07 Eq 111-1 0.0 46 HSS5X5X1/2 Column Line 2-B.9 Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 45.1 0.0 10.2 10 0.95 Eq H1-1 0.0 46 HSS5X5X3/8 Column Line 2-A.6 Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 41.5 0.0 12.5 6 0.78 Eq H1-1 0.0 46 HSS5X5X1/2 Column Line 2-A Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 27.4 1.9 7.5 8 0.89 Eq 111-1 0.0 46 HSS5X5X1/4 Column Line 3-D Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 37.1 2.3 11.0 8 0.96 Eq H1-1 0.0 46 HSS5X5X3/8 Column Line 3- C Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 36.6 0.0 8.5 6 0.83 Eq H1-1 0.0 46 HSS5X5X5/16 Column Line 3-A.8 Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 29.8 0.0 7.0 6 0.81 Eq H1-1 0.0 46 HSS5X5X1/4 Column Line 3 -A Level P NIx My LC Interaction Eq. Angle Fy Size ROOF 27.2 2.3 7.0 8 0.88 Eq H1-1 0.0 46 HSS5X5X1/4 Column Line 4 -D Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 34.0 0.0 0.0 1 0.39 Eq 111-1 90.0 46 HSS5X5X5/16 Column Line 4 - C.1 Level P Mx My LC Interaction Eq. Angle Fy Size ROOF 48.6 0.0 0.0 1 0.87 Eq H1-1 90.0 46 HSS5X5X3/16 �_Jy,4._ _uCLe . 2k532ey§z7AN, INC Qatasase: O=tbackQ=eensbury I1/11/04 08 :50 : 07 . , ) + » } / ( + 7 . suaai ysls vioae EKLERTYBRYAN, INC DataBase: OutbackQueensbury 11/11/04 08 : 50 :07 i \ I \ 3 \ \ t i i 2 ry , r RAM Frame v8.2 Criteria. Mass and Exposure Data RAMEBLERT/BRYAN, INC " I DataBase: OutbackQueensbury 11/11/04 08:50:07 CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: No Diaphragm: Rigid Ground Level: Base DIAPHRAGM DATA: ROOF Rigid Disconnect Internal Nodes of Beams: Yes Disconnect Nodes outside Slab Boundary: Yes STORY MASS DATA: Calculated Values: Level Mass MMI Xm Ym EccX EccY Lump k-s2lft ft-k-s2 ft ft ft ft ROOF 6.02 7773 44.02 34.99 4.69 3.47 None WIND EXPOSURE DATA: Calculated Values: Level Building Extents(ft) Expose Parapet Min X Max X Min Y Max Y ft ROOF -0.33 93.42 -0.33 69.08 Full 4.50 Loads and Applied Forces RAM Frame v8.2 lam EHLERT/BRYAN,INC irrrERnwrKx wiI Data Base: OutbackQueensbury 11/11/04 08:50:07 LOAD CASE: Wind Wind ASCE 7-98/IBC2000 Exposure: C Basic Wind Speed(mph):90.0 Importance Factor: 1.000 Topography Factor,Kzt: 1.00 Apply Directionality Factor,Kd=0.85 Use Calculated Frequency Gust Factor for Rigid Structures,G:Use Calculated G Damping Ratio for Flexible Structures=0.05 Mean Roof Height(ft): Top Story Height+Parapet= 18.50 Ground Level: Base WIND PRESSURES: X-Direction: Natural Frequency=3.920 Structure is Rigid Y-Direction: Natural Frequency=3.920 Structure is Rigid CpWindward=0.80 gLeeward(qh)=15.64 psf Height Kz qz Gust Factor G CpLeeWard Pressure(psf) ft psf X Y X Y X Y 18.50 0.887 15.637 0.873 0.865 -0.430 -0.500 16.785 17.594 14.00 0.849 14.962 0.873 0.865 -0.430 -0.500 16.313 17.126 0.00 0.849 14.962 0.873 0.865 -0.430 -0.500 16.313 17.126 APPLIED STORY FORCES: Type:Wind_IBC00_1_X Level Ht Fx Fy X Y ft kips kips ft ft ROOF 14.00 13.10 0.00 0.00 34.38 13.10 0.00 Type:Wind_IBC00_1_Y Level Ht Fx Fy X Y ft kips kips ft ft ROOF 14.00 0.00 18.56 46.54 0.00 0.00 18.56 ' Loads and Applied Forces FiIM RAM Frame v8.2Page 2/Z RA EHLERTBRYAN,INC �mre"^nau�I DataBase: OutbackQueensbury 11/11/04 08:50:07 LOAD CASE: Seismic Seismic IBC2000 Equivalent Lateral Force Site Class:C Importance Factor: 1.00 Ss: 0.337 g S1: 0.100 g Fa: 1.200 Fv: 1.700 SDs:0.270 g SD1:0.113 g Seismic Use Group:I Seismic Design Category:B Provisions for:Force Ground Level: Base Dir Eccent R Ta Equation Building Period-T X +And- 5.0 Std,Ct=0.020 Calculated Y +And- 5.0 Std,Ct=0.020 Calculated Dir Ta Cu T T-used Eg16-35 Eg16-36 Egl6-37 k X 0.145 1.647 0.255 0.238 0.054 0.095 0.0119 1.000 Y 0.145 1.647 0.255 0.238 0.054 0.095 0.0119 1.000 Total Building Weight(kips) = 193.81 APPLIED STORY FORCES: Type:EQ_IBC00_X_+E F Level Ht Fx Fy X Y ft kips kips ft ft ROOF 14.00 10.45 0.00 44.02 38.46 10.45 0.00 Type: EQ_IBC00_X=EF Level Ht Fx Fy X Y ft kips kips ft ft ROOF 14.00 10.45 0.00 44.02 31.52 10.45 0.00 Type:EQ_IBC00_Y_+E_F Level Ht Fx Fy X y ft kips kips ft ft ROOF 14.00 0.00 10.45 48.71 34.99 0.00 10.45 Type:EQ_IBC00_Y_-E_F Level Ht Fx Fy X Y ft kips kips ft ft ROOF 14.00 0.00 10.45 39.34 34.99 0.00 10.45 < , VIM Frame Stoa Shears 10 RAM Frame v8.2 EHLERTRYAN,INC IINFERAM B DataBase: OutbackQueensbury 11/11/04 08:50:07 CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: No Diaphragm: Rigid Ground Level: Base Frame#1 Load Case: D DeadLoad RAMUSER Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF -0.93 -0.93 0.00 0.00 Load Case: Lp PosLiveLoad RAMUSER Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF -1.81 -1.81 0.00 0.00 Load Case: Wl Wind Wind_IBC00_1_X Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 2.70 2.70 0.00 0.00 Load Case: W2 Wind Wind_IBC00_1_Y Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF -2.38 -2.38 0.00 0.00 Load Case: El Seismic EQ_IBC00_X_+E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 2.31 2.31 0.00 0.00 Load Case: E2 Seismic EQ_IBC00_X_-E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 2.05 2.05 0.00 0.00 Load Case: E3 Seismic EQ_IBC00_Y_+E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF -1.42 -1.42 0.00 0.00 Load Case: E4 Seismic EQ_IBC00_Y_-E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF -1.07 -1.07 0.00 0.00 Y Frame Story Shears RAM Frame v8.2 RAM EBLERT/BRYAN,INC Page 2/4 14TEII� DataBase: OutbackQueensbury 11/11/04 08:50:07 Frame#2 Load Case: D DeadLoad RAMUSER Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 0.93 0.93 0.00 0.00 Load Case: Lp PosLiveLoad RAMUSER Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 1.81 1.81 0.00 0.00 Load Case: Wl Wind Wind_IBC00_1_X Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 10.39 10.39 0.00 0.00 Load Case: W2 Wind Wind_IBC00_1_Y Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 2.38 2.38 0.00 0.00 Load Case: El Seismic EQ_IBC00_X_+E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 8.14 8.14 0.00 0.00 Load Case: E2 Seismic EQ_IBC00_X_-E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 8.40 8.40 0.00 0.00 Load Case: E3 Seismic EQ_IBC00_Y_+E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 1.42 1.42 0.00 0.00 Load Case: E4 Seismic EQ_IBC00_Y_-E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 1.07 1.07 0.00 0.00 Frame#3 Load Case: D DeadLoad RAMUSER Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 0.00 0.00 0.74 0.74 Frame Story Shears RAMEBLERT/BRYAN,I fill RAM Frame v8.2 Page 3/4 INC DataBase: OutbackQueensbury 11/11/04 08:50:07 Load Case: Lp PosLiveLoad RAMUSER Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 0.00 0.00 1.43 1.43 Load Case: WI Wind Wind_IBC00_1_X Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 0.00 0.00 3.02 3.02 Load Case: W2 Wind Wind_IBC00_1_Y Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 0.00 0.00 10.55 10.55 Load Case: El Seismic EQ_IBC00_X_+E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 0.00 0.00 2.78 2.78 Load Case: E2 Seismic EQ IBC00_X_-E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 0.00 0.00 2.15 2.15 Load Case: E3 Seismic EQ_IBC00_Y_+E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 0.00 0.00 5.74 5.74 Load Case: E4 Seismic EQ_IBC00_Y_-E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 0.00 0.00 6.59 6.59 Frame#4 Load Case: D DeadLoad RAMUSER Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 0.00 0.00 -0.74 -0.74 Load Case: Lp PosLiveLoad RAMUSER Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 0.00 0.00 -1.43 -1.43 Frame Story Shears RAM Frame v8.2 Page 4/4 RAM EBLERTBRYAN,INC DataBase: OutbackQueensbury 11/11/04 08:50:07 Load Case: WI Wind Wind_IBC00 1 X Level Shear-X _ Change-X Shear-Y Change-Y kips kips kips kips ROOF 0.00 0.00 -3.02 -3.02 Load Case: W2 Wind Wind_IBC00_1_Y Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 0.00 0.00 8.02 8.02 Load Case: El Seismic EQ_IBC00_X_+E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 0.00 0.00 -2.78 -2.78 Load Case: E2 Seismic EQ_IBC00_X_-E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 0.00 0.00 -2.15 -2.15 Load Case: E3 Seismic EQ_IBC00_Y_+E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 0.00 0.00 4.71 4.71 Load Case: E4 Seismic EQ_IBC00_Y_-E_F Level Shear-X Change-X Shear-Y Change-Y kips kips kips kips ROOF 0.00 0.00 3.86 3.86 Nodal Displacements "M RAM Frame v8.2 Um EHLERT/BRYAN,INC DataBase: OutbackQueensbury 11/11/04 08:50:07 CRITERIA.: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: No Diaphragm: Rigid Ground Level: Base LOAD CASES: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER W 1 Wind Wind_IBC00_1_X W2 Wind Wind_IBC00_1_Y E1 Seismic EQ_IBC00_X_+E F E2 Seismic EQ_IBC00_X=E_F E3 Seismic EQ_IBC00_Y_+E_F E4 Seismic EQ_IBC00_Y--E F Note:Nodal Displacements for Live Load Cases are based on Unreduced Live Loads. Frame#1 Level: ROOF Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 4 D 0.02036 0,00199 -0.01009 -0.00001 0.00012 -0.00001 Lp 0.03712 0.00386 -0.02287 -0.00002 0.00022 -0.00003 W 1 0.09749 0.00818 -0.00178 -0.00005 0.00058 -0.00006 W2 -0.08564 0.02854 0.00157 -0.00017 -0.00051 0.00012 E1 0.08332 0.00752 -0.00152 -0.00004 0.00050 -0.00006 E2 0.07391 0.00583 -0.00135 -0.00003 0.00044 -0.00004 E3 -0.05115 0.01554 0.00094 -0.00009 -0.00030 0.00007 E4 -0.03843 0.01782 0.00070 -0.00011 -0.00023 0.00005 5 D 0.02052 0.00032 0.01720 -0.00000 -0.00010 -0.00001 Lp 0.03744 0.00085 -0.03176 -0.00001 -0.00020 -0.00003 W 1 0.09701 0.00111 -0.05635 -0.00001 -0.00020 -0.00006 W2 -0.08522 0.04183 0.04951 -0.00025 0.00018 0.00012 El 0.08292 0.00102 -0.04817 -0.00001 -0.00017 -0.00006 E2 0.07355 0.00079 -0.04273 -0.00000 -0.00015 -0.00004 E3 -0.05090 0.02348 0.02957 -0.00014 0.00010 0.00007 E4 -0.03825 0.02379 0.02222 -0.00014 0.00008 0.00005 7 D 0.02036 -0.00083 -0.00378 0.00000 0.00012 -0.00001 Lp 0.03712 -0.00121 -0.00655 0.00001 0.00022 -0.00003 W 1 0.09749 -0.00373 -0.00261 0.00002 0.00058 -0.00006 W2 -0.08564 0.05093 0.00229 -0.00030 -0.00051 0.00012 El 0.08332 -0.00343 -0.00223 0.00002 0.00050 -0.00006 E2 0.07391 -0.00266 -0.00198 0.00002 0.00044 -0.00004 E3 -0.05115 0.02891 0.00137 -0.00017 -0.00030 0.00007 E4 -0.03843 0.02787 0.00103 -0.00017 -0.00023 0.00005 Frame#2 Level: ROOF Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 1 D 0.00827 0.00199 -0.00420 -0.00001 0.00005 -0.00001 Nodal Displacements MANRAM Frame v8.2 Page 2/3 EHLERT/BRYAN,INC DataBase: OutbackQueensbury 11/11/04 08:50:07 Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z Lp 0.01534 0.00386 -0.00840 -0.00002 0.00009 -0.00003 W 1 0.04630 0.00818 0.00000 -0.00005 0.00027 -0.00006 W2 0.01058 0.02854 0.00000 -0.00017 0.00006 0.00012 El 0.03626 0.00752 0.00000 -0.00004 0.00021 -0.00006 E2 0.03743 0.00583 0.00000 0.00003 0.00022 -0.00004 E3 0.00632 0.01554 0.00000 -0.00009 0.00004 0.00007 E4 0.00475 0.01782 0.00000 -0.00011 0.00003 0.00005 6 D 0.00827 -0.00083 -0.00559 0.00001 0.00005 -0.00001 Lp 0.01534 -0.00121 -0.01005 0.00001 0.00009 -0.00003 W1 0.04630 -0.00373 -0.01001 0.00002 0.00028 -0.00006 W2 0.01058 0.05093 -0.00229 -0.00029 0.00006 0.00012 E1 0.03626 -0.00343 -0.00784 0.00002 0.00022 -0.00006 E2 0.03743 -0.00266 -0.00809 0.00002 0.00022 -0.00004 E3 0.00632 0.02891 -0.00137 -0.00017 0.00004 0.00007 E4 0.00475 0.02787 -0.00103 -0.00016 0.00003 0.00005 Frame#3 Level: ROOF Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 1 D 0.00827 0.00199 -0.00420 -0.00001 0.00005 -0.00001 Lp 0.01534 0.00386 -0.00840 -0.00002 0.00009 -0.00003 W 1 0.04630 0.00818 0.00000 -0.00005 0.00027 -0.00006 W2 0.01058 0.02854 0.00000 0.00017 0.00006 0.00012 E1 0.03626 0.00752 0.00000 -0.00004 0.00021 -0.00006 E2 0.03743 0.00583 0.00000 -0.00003 0.00022 -0.00004 E3 0.00632 0.01554 0.00000 -0.00009 0.00004 0.00007 E4 0.00475 0.01782 0.00000 -0.00011 0.00003 0.00005 2 D 0.00997 0.00186 -0.00878 -0.00003 0.00001 -0.00001 Lp 0.01840 0.00362 -0.02413 -0.00005 0.00002 -0.00003 W 1 0.05350 0.00767 0.00000 0.00000 0.00005 -0.00006 W2 -0.00294 0.02675 0.00000 0.00000 -0.00000 0.00011 E1 0.04288 0.00705 0.00000 0.00000 0.00004 -0.00005 E2 0.04255 0.00546 0.00000 0.00000 0.00004 -0.00004 E3 -0.00176 0.01456 ' 0.00000 0.00000 -0.00000 0.00007 E4 -0.00132 0.01670 0.00000 0.00000 -0.00000 0.00005 3 D 0.01167 0.00199 -0.01139 -0.00001 0.00007 -0.00001 Lp 0.02146 0.00386 -0.02803 -0.00002 0.00013 -0.00003 W 1 0.06069 0.00818 0.00000 -0.00005 0.00036 -0.00006 W2 -0.01647 0.02854 0.00000 -0.00017 -0.00010 0.00012 El 0.04949 0.00752 0.00000 -0.00004 0.00029 -0.00006 E2 0.04768 0.00583 0.00000 -0.00003 0.00028 -0.00004 E3 -0.00984 0.01554 0.00000 -0.00009 -0.00006 0.00007 E4 -0.00739 0.01782 0.00000 -0.00011 -0.00004 0.00005 Frame#4 Level: ROOF Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z in in in (rad) (rad) (rad) 8 D 0.01625 -0.01339 -0.00665 0.00008 0.00010 -0.00001 Lp 0.02972 -0.02384 -0.02029 0.00014 0.00018 -0.00003 W 1 0.08008 -0.05690 0.00238 0.00034 0.00048 -0.00006 Nodal Displacements FilRAMEBLERT/BRYAN, RAM Frame v8.2 Page 3/3 INC IIIIERKITENkDataBase: OutbackQueensbury 11/11/04 08:50:07 Node LdC Disp X Disp Y Disp Z Theta X Theta Y Theta Z W2 0.05292 0.15089 -0.00630 -0.00090 -0.00032 0.00012 E1 0.06732 -0.05232 0.00218 0.00031 0.00040 -0.00006 E2 0.06151 -0.04056 0.00169 0.00024 0.00037 0.00004 E3 0.03161 0.08861 -0.00370 -0.00053 -0.00019 0.00007 E4 -0.02375 0.07273 -0.00304 -0.00043 -0.00014 0.00005 9 D 0.01719 -0.01317 -0.00534 -0.00008 0.00010 -0.00001 Lp 0.03141 -0.02320 -0.02282 -0.00032 0.00019 0.00003 W 1 0.08405 -0.05668 0.01504 0.00001 0.00050 -0.00006 W2 -0.06039 0.15029 -0.03988 -0.00003 -0.00036 0.00012 El 0.07097 0.05211 0.01383 0.00001 0.00042 -0.00006 E2 0.06434 -0.04040 0.01072 0.00001 0.00038 -0.00004 E3 -0.03606 0.08825 -0.02342 -0.00002 -0.00022 0.00007 E4 0.02710 0.07244 -0.01922 0.00002 -0.00016 0.00005 10 D 0.01942 -0.01350 -0.01231 0.00011 0.00012 -0.00001 Lp 0.03543 -0.02427 -0.03472 0.00047 0.00021 -0.00003 W1 0.09352 -0.05668 -0.01504 0.00001 0.00056 -0.00006 W2 -0.07817 0.15029 0.03988 -0.00003 0.00046 0.00012 El 0.07967 -0.05211 -0.01383 0.00001 0.00047` -0.00006 E2 0.07108 -0.04040 -0.01072 0.00001 0.00042 -0.00004 E3' -0.04669 0.08825 0.02342 -0.00002 -0.00028 0.00007 E4 -0.03508 0.07244 0.01922 -0.00002 -0.00021 0.00005 11 D 0.02036 -0.01339 -0.00537 0.00008 0.00012 -0.00001 Lp 0.03712 -0.02384 -0.00890 0.00014 0.00022 -0.00003 W 1 0.09749 -0.05690 -0.00238 0.00034 0.00058 -0.00006 W2 -0.08564 0.15089 0.00630 -0.00090 -0.00051 0.00012 El 0.08332 -0.05232 -0.00218 0.00031 0.00050 -0.00006 E2 0.07391 -0.04056 -0.00169 0.00024 0.00044 -0.00004 E3 -0.05115 0.08861 0.00370 -0.00053 -0.00030 0.00007 E4 -0.03843 0.07273 0.00304 -0.00043 -0.00023 0.00005 r , Code Check Summary RAM Frame v8.2 EHLERTBRYAN,INC UMDataBase: OutbackQueensbury 11/11/04 08:53:08 irrrFarurKx�a� Building Code: IBC Steel Code:AISC LRFD CRITERIA: Rigid End Zones: Ignore Effects Member Force Output: At Face of Joint P-Delta: No Diaphragm: Rigid Ground Level: Base LOAD COMBINATION CRITERIA: Sds 0.315 LOAD CASE DEFINITIONS: D DeadLoad RAMUSER Lp PosLiveLoad RAMUSER W1 Wind Wind_IBC00_1_X W2 Wind Wind_IBC00_1_Y E1 Seismic EQ_IBC00_X_+E_F Rho= 1.35 E2 Seismic EQ_IBC00_X_-E_F Rho= 1.35 E3 Seismic EQ_IBC00_Y_+E F Rho= 1.00 E4 Seismic EQ_IBC00 Y=E_F Rho= 1.00 LOAD COMBINATIONS: ASCE 7-98 LRFD 1 * 1.400 D 2 * 1.200 D+ 1.600 Lp 3 * 1.200 D+0.500 Lp+ 1.600 W 1 4 * 1.200 D+0.500 Lp+ 1.600 W2 5 * 1.200 D+0.500 Lp- 1.600 W 1 6 * 1.200 D+0.500 Lp- 1.600 W2 7 * 1.200 D+ 1.600 W 1 8 * 1.200 D+ 1.600 W2 9 * 1.200 D- 1.600 W 1 10 * 1.200 D- 1.600 W2 11 * 0.900 D+ 1.600 W 1 12 * 0.900 D+ 1.600 W2 13 * 0.900 D- 1.600 W 1 14 * 0.900 D- 1.600 W2 15 * 1.263 D+0.500 Lp+ 1.335 El 16 1.263 D+0.500 Lp+ 1.346 E2 17 * 1.263 D+0.500 Lp+ 1.000 E3 18 * 1.263 D+0.500 Lp+ 1.002 E4 19 * 1.263 D+ 0.500 Lp- 1.335 E1 20 * 1.263 D+0.500 Lp- 1.346 E2 21 * 1.263 D+0.500 Lp- 1.000 E3 22 * 1.263 D+0.500 Lp- 1.002 E4 23 * 1.263 D+ 1.335 El 24 * 1.263 D+ 1.346 E2 25 * 1.263 D+ 1.000 E3 26 * 1.263 D+ 1.002 E4 27 * 1.263 D- 1.335 E1 28 * 1.263 D- 1.346 E2 29 * 1.263 D- 1.000 E3 30 1.263 D- 1.002 E4 31 * 0.837 D+ 1.335 El 32 * 0.837 D+ 1.346 E2 33 * 0.837 D+ 1.000 E3 34 * 0.837 D+ 1.002 E4 t. Code Check Summary RAM Frame v8.2 Page 2/3 EHLERTBRYAN, INC LM DataBase: OutbackQueensbury 11/11/04 08:53:08 Building Code: IBC Steel Code: AISC LRFD 35 * 0.937 D- 1.335 El 36 * 0.837 D- 1.346 E2 37 * 0.837 D- 1.000 E3 38 * 0.837 D- 1.002 E4 *=Load combination currently selected to use Frame#1: Level: ROOF Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 11 44.22 -0.00 -0.00 0.00 0.00 2 0.36 Hl-la 46 HSS5X5X5/16 12 13.64 -0.00 0.00 0.00 0.00 2 0.11 Hl-lb 46 HSS5X5X5/16 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 18 -1.36 27.16 0.00 5.66 0.00 3 0.14 HI-lb 50 W16X31 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 23 11.32 0.00 0.00 0.00 0.00 5 0.15 H1-lb 36 HSS5X5X1/4 Frame#2: Level: ROOF Col. Pu Max Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 1 16.78 -0.00 -0.00 0.00 0.00 2 0.14 H1-lb 46 HSS5X5X5/16 18 25.20 -0.00 -0.00 0.00 0.00 3 0.21 Hl-la 46 HSS5X5X5/16 Beam Pu Mux .Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 14 0.00 28.66 0.00 7.21 0.00 2 0.23 HI-lb 50 W16X31 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 16 20.98 0.00 0.00 0.00 0.00 13 0.40 111-1a 46 HSS5X5X1/4 Frame#3: Level: ROOF Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 5 53.13 -0.00 0.00 0.00 0.00 2 0.44 Hl-la 46 HSS5X5X5/16 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 1 1.58 -32.91 0.00 23.22 0.00 2 0.18 Shear 50 W16X40 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 13 24.81 0.00 0.00 0.00 0.00 6 0.34 H1-la 36 HSS5X5X1/4 14 27.62 0.00 0.00 0.00 0.00 4 0.38 Hl-la 36 HSS5X5X1/4 Frame#4: w Code Check Summary RAM Frame v8.2 Page 3/3 Fil EHLERTBRYAN,INC UlDataBase: OutbackQueensbury 11/11/04 08:53:08 Pr,n"nu Building Code: IBC Steel Code: AISC LRFD Level: ROOF Col. Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 15 19.05 -0.00 0.00 0.00 0.00 6 0.16 H1-1b 46 HSS5X5X5/16 16 36.72 0.00 -0.00 0.00 0.00 2 0.30 1-11-1a 46 HSS5X5X5/16 Beam Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 13 -10.32 -69.07 -0.00 20.95 0.00 6 0.21 HI-lb 50 W16X50 Brace Pu Mux Muy Vux Vuy LC Interact. Fy Size # kips kip-ft kip-ft kips kips ksi 21 40.88 0.00 0.00 0.00 0.00 2 0.49 Hl-1a 36 HSS5X5X1/4 22 32.00 0.00 0.00 0.00 0.00 2 0.38 Hl-la 36 HSS5X5X1/4 —••ca.Ly.�1a r1vu� hIJL9R-WBRYAN, `INC Dat aBase: OutbackQueensbury 11/11/04 08 : 53 : 08 Member Force Envelope Axial Loads Max F � i } ^P EHLEV'rYBRYAN, INC DataBase: OutbackQueensbury 11/11/04 08 :53 : 08 Member Force Envelope Axial Loads Min N \ 1 \ 3 \ i • �0 job Name: _ /9417B&v Ehiert/Bryan, Inc. Page No: ' Consulting Structural Engineers X Client: gy; Job Number: Date:--�Ojew Whir=Z.x Psi- '�t�Y•7�.t�y 4 r.{ P A MAX, SAY S+tEA-P- IS � k AN 4�xx�r� 7Ri-,-t 2.4-4-YLT- CA-1 CHITrY t_rV SOTS 7&, wl smaL Arch Z3 - 3.S = 80.5 Sat. := -LN6 3 5�> SQ T-r -MAM -ZZ I �c r"iAtti,A Val 4p rr = Fl9,5 'sF bEha lAr Z- !'Mo%-,B?.rar is Job Name: 0GTBAckc Cuh53uT�y Ehlert/Bryan, Inc. Page No: . Consulting Structural Engineers Client: By: Job Number. Date: 11 Jo m H40 CHeZ:K 4>P LPL FiZArt J'Se C W t 7-4�31LLF �O I z.Ilo� }.gr ly ` i = lt�.to tics F6= 3o"t P /0, O 1<L/`= } ,3 Cc' 1C)7 Fc,gD,S8 ksi. `- 1.C) sv C)V , � a Job Name: armsAcx Q� ,�sttu�y Ehlert/Bryan, Inc. Page No: Consulting Structural Engineers Client: By: Job Number. Date: 10% FbcmNy West Qz Ir S'ri�, L-All AW,(AL L.4t, tiz zo (�KiAS bl -TbTAL t.aa-bS ik U?uFT Fat FLt F-y P-r, y,5 sse y� lov- F-4 A-I,q aw" r7 flBz-K A.5 yFe- &5 q J � � _ Job Name: C�Lri lea C LEMg&9-g_-1 Ehlert/Bryan, Inc. Page No: . Consulting Structural Engineers Client: By:__� Job Number. Date: 7 t/1&-i ,41vtHdz_ `,Lr a-P%C- Y AT �VlAa"rr2 lr WN WE- NAvt TE:•s%L_v_ a I vK SH�az l a k to/3 I,t3 C-4 S4, Zo - -= 3.5_y KS l�K 7 a� r Job Name: Ou rZ�AGc aagn ,, y Ehlert/Bryan, Inc. Page No: ! ' Consulting Structural Engineers Client: BY: Job Number. Date: —IV PICAL— MA(uy1cZ�. Zo r-"Si-Tom+ F Sam �L f I' a MA t�sEa 4cs 1` T_ Coy Sfi,-Ve.F L4- 1 Cam.Z5` R=►gw i�S �`�-HZg 16s August 30, 2005 David Hatin, Director Building Code Enforcement vet 742 Bay Road ffig £hee i Queensbury, NY 12804-5902 2 6 H Fairfax St, SE Leesburg, va RE : Outback Steakhouse 20175 PHONE: 800-943-9937 FA X: 703-771-4066 Dear Mr. Hatin: This memo is in response to the permit review checklist comments dated 08/17/05. The following is how we've addressed each of the comments: 1. By others. 2. By others. 3. By others. 4. By others. 5. By others. 6. By others. 7. By others. 8. Plumbing Fixtures Schedule on sheet P-1 indicates handicapped urinal height. See architectural sheets for further information. 9. By others. 10. By others 11. Sheet P-2 revised to add a cleanout to the end of the restroom waste line. 12. Lighting Compliance Certificate has been included. 13. Water Heater Detail revised on sheet P-5 revised to show heat traps. 14. Make up air duct plans shown on M-5. Complete building air balance including make air fan and exhaust fans shown on sheet M-5. 15. See hood details on sheet M-5 and attached Ansul head layout. Detailed Ansul drawings shall be provided by Ansul contractor prior to Ansul permit. 16. Fire alarm drawings will be supplied by the fire alarm contractor. 17.Sprinkler System Notes on sheet P-1 revised as stated. Fire Service Entrance Detail revised to indicate Stortz droop fitting on the fire department connection. If you have any questions, please give me a call at (800) 943-9937 extension 130. Thank you. Sincerely, 1 David P. Driver, P.E. w Jon W. Sammer,AIA 3921 Old Lee Hwy. Suite 72-B Fairfax,VA 22030 tele: 703-591-0747 fax: 703-591-1012 August 25,2005 David Hatin Director Building and Code Enforcement Town of Queensbury RE: Outback Steakhouse Route 9&Sweet Road Queensbury, NY 12804 Dear Mr. Hatin The following is in response to your plans review comments dated August 17, 2005. Item numbers are corresponding. A copy of your comments is attached for reference. The referenced revised sheet numbers and additional documents are attached. 1) The Code Analysis on sheet C-1 indicates that the building is classified as type VB. This classification should allow for exterior wall plywood sheathing. 2) CME Associates, a certified inspection agency, will provide concrete testing, structural steel erection, and compaction test of the soils. A copy of the contract will be forwarded to your office once the contract has been signed. 3) Please Refer to September 2, 2005 email and attachment from Trent Martin. 4) Sheet A1-3, Roof Plan, has been revised to show 3, 30x48 access panels into the vertical part of the Mansard on the two sides and the rear of the building; 1 access panel per side, in addition to the access panel over the Front Porch. 5) Please refer to EhlertBryan's Response Letter dated 8/13/05. 6) By copy of this letter, I am directing the General Contractor, Mucher Erectors, to provide truss identification signs as required by the Building Code of New 7) The Bar is located within the Bar Dining Area which includes handicapped accessible seating and, in my opinion; a 34 inch high counter is not required by code section 1108.2.5.2. The service in the Bar Dining Area is t 09/02/05 commensurate with service at the Bar. Please see attached copy of Section 10008.2.5.2. 8) Urinal height has been corrected. Please refer to Sheet A-9 for dimensioned handicapped accessible urinal. Also, the urinals elevation was mirrored to match the floor plan. 9) Sheets A 2 and A 3 have been revised to show the grade level around the building at 6"below Finish Floor level. These elevations have been confirmed by Trent martin. Please refer to Ehlert/Bryan's Response Letter dated 8/13/05. 10) Please Refer to September 2, 2005 email and attachment from Trent Martin. 11) Please refer to Dwyer Engineering Response Letter dated 8/30/05. 12) Please refer to Dwyer Engineering Response Letter dated 8/30/05. 13) Please refer to Dwyer Engineering Response Letter dated 8/30/05. 14) Please refer to Dwyer Engineering Response Letter dated 8/30/05. 15) Please refer to Dwyer Engineering Response Letter dated 8/30/05. 16) The Contractor shall submit Fire Alarm System shop drawings for Fire Marshall approval. 17) The Contractor shall submit Fire Sprinkler System shop drawings for Fire Marshall approval prior to installation of system. Please refer to Dwyer Engineering Response Letter dated 8/30/05 for Fire Department Connection. -2- 09/02/05 Please give me a call at 800-296-1012 ext. 72 if any of the above is unclear or if you require any additional information. J7YV. mmer,AIA C 026A ON N Brian Bullgreen-OSI Mike Stockslader—Mucher Erectors -3- Mike Palmer From: Mike Palmer Sent: Tuesday,August 16,2005 10:57 AM To: 'JHarding@dos.state.ny.us' Subject: interpretation We have a current submission in review ,steel structure 2B rating. The outside skin and roof decking is proposed to be fire retardant plywood per NFPA 703.Does the fire retardant materials change the classification to type V? This is an issue to us because the architect is taking an exception to sprinkler protection in the mansard and gable areas.This exception does not apply if the classification is not type 1 or 2. Thank you, Michael J Palmer Queensbury Fire Marshal 8/16/2005 _r Mike Palmer From: James Harding PHarding@dos.state.ny.us] Sent: Tuesday,August 16,200511:12 AM To: Mike Palmer Subject: Re: interpretation The Building Code of New York State provides the following with regard to FRT wood products: 603.1 Allowable uses. Combustible materials are permitted in buildings of Type I and Type II construction in the following applications and in accordance with §603.1.1 through § 603.1.3: 1. Fire-retardant-treated wood shall be permitted in: 1.1. Nonbearing partitions where the required fire-resistance rating is 2 hours or less. 1.2. Nonbearing exterior walls where no fire rating is required. 1.3. Roof construction as permitted in Table 601, Note c, Item 3. James L. Harding, P.E. Sr. Building Construction Engineer NYSDOS Codes Division 41 State Street, 11th Floor Albany NY 12231 (518)474-4073 Fax: (518) 486-4487 JHarding@dos.state.ny.us<mailto:JHarding@dos.state.ny.us> >>> "Mike Palmer" <mikep@queensbury.net> 8/16/2005 10:57:12 AM >>> We have a current submission in review , steel structure 2B rating. The outside skin and roof decking is proposed to be fire retardant plywood per NFPA 703. Does the fire retardant materials change the classification to type V? ` This is an issue to us because the architect is taking an exception to sprinkler protection in the mansard and gable areas. This exception does not apply if the classification is not type 1 or 2. Thank you, Michael J Palmer Queensbury Fire Marshal 1 1 Governor i ataki Guide NYS DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION Secretary of State Randy A. Daniels Truss Type Construction CODES DIVISION , _ 19 NYCRR Part 1264 - IDENTIFICATION OF BUILDINGS UTILIZING TRU CONSTRUCTION 4 r EiEPARTMEW OF ATATE i-DIAMETEIR Up r�wma�r s�aenon "40 rwa wuw.oave coos ar� w SUM 2"L11 H. MULECTIFft MPIIETE l/r STRCrKE W_nw WNW caw nieucruwLL col roe�sa T"'T ns of FLOOR rwwuwro,W"LUoays GUNDE A M 9K^M T.RJSS I DENTIR CATION SI GN COMPLIANCE W TH 19 WCRR PART i 2V coca ci Ia a EXAMPLE TRUSS IDENTIFICATION SIGN DATE:0&0 O( NEW TORK STATE DEPARTMENT OF ST. DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION http://www.dos.statemy.us/code✓trusslD.htm 6/17/2005 g ' i mNOON a c=- r�� ==wa=i..v i�vua►usau iavawu rr wu rage 1 or l DRICON Hardwood Lumber Hardwood Dricon® fire retardant treated (FRT) wood is an Plywood effective and economical material for reducing the effects of fire. Building code organizations Melamine Panels and other construction-related agencies Fiberboard (MDF recognize it as an alternative to materials &Particleboard classified as noncombustible for a range of applications. Softwood Lumber Introduced in 1981, Dricon FRT wood is a DRICON development of Arch Wood Protection intended for weather-protected applications. Since that Adhesives introduction, Dricon FRT wood has proven itself in countless structures of many different types, Arborite from neighborhood schools to a maintenance building in Antarctica. Laminart This treated wood contains a superior fire retardant chemical that remains stable in high temperature environments and does not increase the corrosivity of metal hardware in Hettich Hardware contact with the wood. Norton Abrasives Dricon FRT wood provides greater design latitude for the architect, engineer and Desianerware & contractor, and removes many barriers associated with conventional noncombustible Drawer Slides materials such as masonry and steel. The use of Dricon FRT wood can result in greater safety, reduced insurance rates, and easing of building code limitations. Dricon fire retardant chemical is formulated at one chemical manufacturing facility by trained chemical operators who recognize the importance of proper chemical composition. Each batch of Dricon FR chemical is inspected and tested to be sure it adheres to the specifications of Arch Wood Protection and Underwriters Laboratories. UL lists Dricon fire retardant as a recognized fire retardant chemical, indicating its suitability for use in fire retardant applications other than wood. The chemical is purchased by a select group of quality-minded licensees who pressure treat wood to the prescribed requirements of Arch, Timber Products Inspection, and Underwriters Laboratories. How It Works -Passive Recognition Protection Dricon fire retardant or Dricon FRT wood complies with An important feature of Dricon FRT or has been granted the following: wood is that it reacts automatically when exposed to fire. Dricon • AWPA C20, C27, C31 chemicals react with combustible . AWPA P17 (FR-1), P5 gases and tars normally generated • AWPA UC1, UC2, UCFA by untreated wood and converts • FR-S for lumber and plywood them to carbon char and harmless . NER-303 (BOCA, SBCCI) carbon dioxide and water. Wood loses strength in a fire only at the • ICBO ER-5755 http://www.pjwhitehardwoods.com/products/dricon.htm 9/20/2005 uncon r ire m=rutni i reareu w you a agv,z-Vi rate at which its cross section is • NFPA 703 reduced. The surface char acts to • EPA registration (62190-9) insulate underlying wood and reduces the rate at'which the cross • UL Building Materials Directory sectional area is reduced. The • UL Recognized Component carbon dioxide and water vapor • NYC MEA 199-81-M dilute the combustible gases to • NYC MEA 200-81-M help reduce flamespread. • Factory Mutual Class I Roof Deck • City of Los Angeles (RR 25122) Preservative protection comes from • FHA Minimum Property Standard#2600 the borate ingredient of the fire • HUD Materials Release (1261) retardant solution. It renders the wood useless as a food source for • ASTM D 5516 & D 5564 termites and fungal decay,thereby • MIL-L-19140 avoiding damage caused by these • Qualified Products List organisms. (All are subject to revision, re-examination) Web Address: www.dricon.com http://www.pjwhitehardwoods.com/products/dricon.htm 9/20/2005 i1 V DRAFT COPY (3/21/03) CHECKL,IST ff__ NYS BUILDiNG'CODE(BC) Building: �,A4c NYS FIRE CODE (FC) NYS PLUMBING CODE (PC) Location: rt� NYS MECHANICAL CODE (MC) NYS FUEL GAS CODE (FGC) Date: k1Zj NYS ENERGY CODE(ECC) Reviewer. Publication Date: May 2002 COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1603.1.E 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 17 5 Type of Construction BC-Table 601 81 a U�J 6 No. of Sleeping Units/Level BC-202 14& No. of Units—Total 31 No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Malls BC-402 33 Hi-Rise (75'Rule) BC-403 36 Atriums BC-404 37 8 -Basement Definition BC-502.1 71 (See page 8 of this check list) Legend: NR= Not Required NS = Not Shown NA= Not Applicable DI ^_� �sc� i� 213 �� c 13, Note: *Non-separated occupancies impose the most restrictive requirements �-- 64 �f JAM Page 1 of 10 No. Topic Code Page Required Actual Section No. or Allowed 9. Heights & Building Areas Maximum Tabular Area BC-Table 503 72 Maximum Tabular Height BC-Table 503 72 Maximum Stories BC-Table 503 72 Mezzanines BC-505 73 10. Sprinkler System (water) BC-903 168 Basement Sprinkler BC-903.2.10.1 170 Water Source Sprinkler BC-903.3.5 172 Water Source Site FC-508.1 31 11. Frontage&Sprinkler Credits Area Modifications (ca1c.) BC-506 74 Height Modifications BC-504 73 12. Height&Area Summary. Ht/Area Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 75 C)/(— Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/Fir. x No. of Stories up to 3 maximum) 13. Fire Apparatus Road FC-503.1 29 (150'rule) � � 1Q FC- s08.S 3) 1.4. Exterior Walls Distance Separation* BC-Table 602 82 Exterior Wall Openings BC-Table 704.8 87 Parapets BC-704.11 88 Exterior Wall Coverings' BC-Table 1405.2 257 Exterior Wall Finishes BC-Table 1406.2 261 Combustible *Distance separations are doubled if fire fighting water is not available (FC-508.1.3). NOTES; y JAM Page 2 of 10 No. Topic Code Page Required Actual Section No. or Allowed 15. Fire Rated Construction incide+atal Use Areas BC-Table 302.1.1 17 Accessory Occupancy BC-302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Control Areas BC-414.2 52 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 Fire Partition (Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 Opening Protectives BC Table 714.2 101 Fire Blocking BC-716 107 to BC-716.3 108 rS t[. c a)F la ,► t C- /Zoe 25� in. Rm. 1 'ergs--' BC-1207.1 251 � Min. Ceiling Height BC-1207.2 251 17. Ventilation (Nat. or Mech.) BC-1202.1 249 18. Light (Nat. or Mech.) BC-1204.1 250 19. Exits t�enw"00 `9( 1 oo5/.L 2.t 2l 8 Occupancy Load BC Table 1003.2.2.2 201 One Exit Permitted BC Table1005.2.2 224 Stair Enclosure BC-1005.3.2 224 Emergency Egress BC-1009.1 235 CA Distance of Travel BC-Table 1004.2.4 220 Aisle Width BC-1004.3.1.1 221 Corridor Width BC-1004.3.2.2 221 Capacity of Exits (ca/c.)_ BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Table1004.3.2.1 222 Corridor Dead End BC-1004.3.2.3 222 Door Width BC-1003.3.1.1 208 Door Swing BC-1003.3.1.2 208 Panic Hardware BC-1003.3.1.9 213 20. Stairs Riser BC-1003.3.3.3 213 Tread BC-1003.3.3.3 213 Width BC-1003.3.3.1 213 Headroom BC-1003.3.3.2 213 Vertical Rise BC-1003.3.3.E 215 Handrails BC-1003.3.3.11 215 6vcdsL YY61 leiisa l2'whtk JAM ,� Page 3 of 10 No Topic Code Page Required Actual Section No. or Allowed 21. Structural Snow'�oading—Ground BC Fig 1608.2 296 Snow Loading—Roof(calc) ASCE 7-98 Drifting Snow BC-1608.7 295 Ponding BC-1608.3.5 295 Floor Loading BC Table 1607.1 291 Balcony Loading BC-Table 1607.1 291 Wind Loading (calc.) BC-1609 297 Roof Walls Windows Seismic Loading (calc.) BC-1614 315 Foundation Depth BC-1805.2 398 22. Interior Finishes BC-Table 803.4 161 23. Swimming Pools BC-3109 629 24. Sun Rooms BC Appendix 1 693 25. Electrical Exit Lights or Signs BC-1003.2.10 203 Emergency Lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 General Lighting-Exits-Stairs BC-1003.2.11 . 204 26. HC ACCESS Exempt Buildings BC-1104.4 238 Parking BC-Table 1106.1 239 Route BC-1104.1 238 Entrance BC-1105.1 239 #of Sleeping Rooms BC-Table-1107.6.1.1 241 #of Dwelling Units BC-1107.6.2 241 Toilet Facilities BC-1109.2 244 Service Counters BC-1109.12.3 246 Areas of Refuge BC-1003.2.13.5 207 Signage Supplemental HC Req'mts Appendix E 681 2 Q /V7. SPECIAL INSPECTIONS BC-1704 379 Notes: C / � �f d► G; �/ JAM 1 fv�� y� ? Page 4 of 10 &eJl No. Topic Code Page Required Actual Section No. or Allowed 28. Fire Protection Equipment Central Station Monitoring FC-901.9 52 Sprinkler Systems FC-903 55 Other Extingushing Syst. FC-904 59 Kitchen Hood Extinguisher FC-609.8 41 Standpipe Systems FC-905 62 Fire Extingushers FC-906 64 Fire Alarm Systems & SD FC-907.2 66 Fire Alarm Boxes+ZAvef FC-907.4.1 901.9 72,73 Smoke Detection FC-907.2.10 68 Hi-Rise Fire Safety FC-907.2.12 69 Visible Alarms FC-Table 907A 0.1.2 73 Smoke Control FC-909 75 Smoke Vents FC-910 82 Fire Pumps FC-913 85 ` sere�¢s FC-903.z,l0, I g� 29. Plumbing Code Fixture Count PC-Table 403.1 21 ,+5S Water SUpi) Service Pipe Size - PC-603 33 Fixture Pipe Size PC-603.1 - 33 Pipe Material PC-Table 605.4 36 Labor Law Art. 10-A UFPBC-904.6 12,340 Pipe Insulation See Energy Code Backflow Prevention PC-Table 608.1 41 Sprinkler System PC-608.16.4 44 Lawn Irrigation PC-608.16.5 44 Pipe Freezing PC-305.6 14 Sanitary Drainage Drain Pipe Size PC-Table 709.1 54 Drain Pipe Material PC-702 47 Labor Law Art. 10-A UFPBC-904.6 12,340 Vent Size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC-917 67 Notes: �� ti F� �v JAM Page 5 of 10 No. Topic Code Page Required Actual Section No. or Allowed 30. Mechanical Code Ventilation Rates MC-Table 403.3 24 Propane Below Grade MC-502.8.10.1 31 Dryer Exhaust MC-504 33 Kitchen Exhaust MC-506 34 Kitchen Hoods MC-507 37 7 Kitchen Make-Up Air MC-508 39 Chimney Termination MC-Table 511.2 41 Air Plenums MC-602 47 Fire &Smoke Dampers MC-607.5.1 52 Combustion Air MC-701 55 Confined Spaces'-Def. MC-202 5 31. Fuel Gas Code Appliance Location FGC-303 18 Combustion Air FGC-304 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig. 503.5.4 63 Gas Vent Termination FGC-Fig. 503.6.6 65 Exit Terminal Location FGC-503.8 - 68 Clothes Dryer Exhaust FGC-613 96 Unvented Room Heaters FGC-620 99 32. Energy Code Prescriptive Method ECCC-Table 602.1(1) 50 High Truss Credit ECCC-602.1.2 51 Pipe Insulation-Heating ECCC-Table 503.3.3.1 44 Duct Insulation-Heating ECCC-Table 503.3.3.3 45 Pipe Insulation-Hot Water ECCC-Table 504.2 47 HWH Heat Trap ECCC-504.7 47 COMcheck Computer Software Compliance Report Required Notes: JAM 100 �� ,�� %0 �t�cs�®�� Page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW. 1. Area Iperease Based Upon Frontage And Sprinkler Increase. Frontage Increase: If= 100(F/P-0.25)W= Answer in % 30 Note: If=75% when 4 sides accessible&water available Allowable Area: Aa =Aw,,, + (A.,x I )+L&O x I =Answer in Square Feet (BC—Pg. 74) 100 100 2. Exit Capacity Calculations (Table 1003.2.3XBC-Pg. 202) (Occupancy Load for Exit)x(Egress Width per Occupant)= (Required Width) 3. Snow Loading Calculations. (ASCE 7-98XEq. 7-1)(pg-69)&(Eq. 7-2)(pg-70) (ASCE=American Society of Civil Engineers) Pf= 0.7C.CjP9= Flat Roof Snow Load Where: Pf= Flat Roof Snow Load (Calculated Above,Answer in#per SF) Ce = Exposure Factor (BC-Table 1608.3.1)(Pg. 297) Cf= Thermal Factor (BC Table 1608.3.2)(Pg.297) 1 = Importance Factor (BC-Table 1604.5)(Pg. 287) Pg= Ground Snow Load (BC Fig. 1608.2)(Pg. 296) Ps= CSPf= Sloped-Roof Snow Load Where: Ps= Sloped-Roof Snow Load C3= Roof Slope Factor (ASCE 7-98)(Pg. 70) 4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98) 5. Seismic Calculations. (See page 10 of this list) 6. COMCheck calculations (For verification of compliance with the Energy Code) JAM Page 7 of 10 8. GRADE PLANE: A reference plane representing the average of finished ground level adjoining the building at exterior walls.Where the finished ground level slopes away from the v exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot line or,where the lot line is more than 6 feet from the building, between the building and a point 6 feet from the building. 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggregate floor area of not more than 1/3rd of the area of the room or space in which the level or levels are located. (Mezzanine area does not contribute to the building area or the height in stories but does contribute to the fire area, aggregate area). 10. SMOKE BARRIER: A continuous membrane, either vertical or horizontal, such as a wall, floor, or ceiling assembly, that is designed and constructed to restrict the movement of smoke. (Required to have a 1 hr. fire rating). 11. STORY ABOVE GRADE PLANE: Any story having its finished floor surface entirely above grade plane, except that a basement shall be considered as a story above grade plane where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above the finished ground level for more than 50% of the total building perimeter or 3. More than 12 feet above the finished ground level at any point. JAM Page 9 of 10 �iJif_1fr� H.Thomas Jarrett, P.E. Professional Engineering Kenneth Martin, P.E. August 5, 2005 j 6�� Dave Hatin vFIN Town of Queensbury 742 Bay Road Queensbury, NY 12804 AUK ® � Re: Outback Steakhouse/Budget Inn JM 03-045 Dear: Dave Enclosed herein please find the following drawings and applications for approval: 1. Building Permit Application 2. Check#4983 in the amount of$1024.05, from: Jon W. Sammer, Architect 3. Two Jarrett-Martin Drawings entitled: Commercial Site Plan Outback Restaurant/Budget Inn—Layout& Utility Plan- C5, revision H dated 5/10/05. 4. Two Sets of the following drawings from Jon W.Sammer, Architect, AIA, entitled: Outback Steakhouse Cover Sheet C1 Abrev. &Trash Encl. C2 Exit Diagram Plan C3 Construction Plan Al Dimension Plan A1.1 Reflect. CLG. Plan A1.2 Roof Plan A1.3 Building Elevations A2 Building Elevations A3 Sections& Details A4 Sections& Details A5 Standard Details A6 Standard Details A7 Standard Details A8 Room Finish Toilet Plan A9 Door Schedule A10 Structural Notes S1 Foundation Plan S2 12 East Washington St. • Glens Falls, NY 12801 518-792-2907/ 518-798-1864 Fax ®Printed on Recycled Paper y Dave Hatin, Town of Queensbury Page 2 Re: Outback Steakhouse/Budget Inn Roof Framing Plan S3 Foundation Sections S4 Framing Sections S5 Sections& Details S6 Trash Enclosure S7 Electrical Notes &Symbols E1 Electrical Power Plan E2 Electrical Lighting Plan E3 Electrical Riser&Schedule E4 Electrical Details E5 Electrical Roof Plan E6 Mechanical Notes &Schedules M1 Mechanical Plan M2 Mechanical Roof Plan M3 Mechanical Details M4 Mechanical Kitchen Plan M5 Plumbing Notes &Schedules P1 DWV Plan P2 Supply Plan P3 Plumbing Risers P4 Plumbing Details P5 Specification Sheet SP1 Specification Sheet SP2 Specification Sheet SP3 2004B Prototype 1L FS1 2004B FS2 2004E FS3 2004B Prototype 1 L FS4 2004B Prototype 1 L FS4 2004B Prototype 1 L FS5 2004B Prototype 1 L FS6 2004B Prototype 1 L FS7 Sincerely, JARRETT-MARTIN ENGINEERS, PLLC Gail Morehouse Administrative Assistant Dave Hatin, Town of Queensbury page 3 Re: Outback SteakhouseBudget Inn Enc. Cc: Mike Borgos, Permitting only, no drawings Shaki Bhatti, Permitting only, no drawings F:\DataFile\2003 Project Files\2003 Commercial Projects\03-045 Bhatti Budget Inn&Outback\A Design\Correspondence and EMail\Sent Items\345 080505 Sub'm Cover Letter.doc