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2009-069 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20090069 Date Issued: Tuesday, July 07, 2009 This is to certify that work requested to be done as shown by Permit Number P20090069 has been completed. Location: 1130 STATE ROUTE 9 Tax Map Number. 523400-295-008-0001-009-000-0000 Owner. WAKITA PROPERTIES, LLC Applicant: WAKITA PROPERTIES, LLC This structure maybe occupied as a: Commercial Alteration 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, A / > ¢ _. Variance, or other issues and conditions as a result of approvals by the Director-of building otcement 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: P20090069 Application Number. A20090069 Tax Map No: 523400-295-008-0001-009-000-0000 Permission is hereby granted to: WAKITA PROPERTIES, LLC For property located at: 1130 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: WAKITA PROPERTIES, LLC Commercial Alteration $10,000.00 1130 STATE ROUTE 9 LAKE GEORGE,NY 12845-0000 Total value $10,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2009-069 624 sq ft commmercial alteration $74.88 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday, March 20, 2010 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the T Quee ur , March 20, 2009 SIGNED BY ' 4¢ for the Town of Queensbury. Director of Building&Code Enforcement I.��y. c; OFFICE USE ONLY ' TAX MAP NO. ff PERMIT NO. i FEES PERMIT �� RECREATION ENGINEERING ; (if applicable) PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: ►j T-C—� OWNER: CIA Y_%-t4 ]':�to/4 4Tj Ff ADDRESS: �/?o T ADDRESS: PHONE NOS. 7 4'' -- o r oo-UAn6-12_�-7 PHONE NOS. _ CrLL CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: `' � u l PHONE: ?16—(7-J0 7 LOCATION OF PROPERTY: �/ U �( �/ C 2 13 SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR O 0 1" U. PROJECT O ~¢¢ O W t w F- W O LL J LL W Q a_C7(� W0 J LLd 2 d 8F-: O{{-- �w Z Z Q Q i-fA cmt0 LL F-4 tL=to SINGLE FAMILY TWO-FAMILY MULTI-FAMILY(NO.^_) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER yo Town of Queot�sbary • Comi ii�i!yyDe e,,el - ent Office - 742 Bay Roml. Queensbur11, t\1)' f 804 x IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: Cow ESTIMATED CONSTRUCTION COST: C U IG FUEL TYPE: HEAT TYPE? "HOW MANY FIREPLACE(S) AND/OR WOODSTOVES(S): �" D ZONING CATEGORY: #C_ Ae ARE THERE WETLANDS ON THIS SITE? N y IS THIS A HISTORIC SITE? X-� t.� PROPOSED USE OF BUILDING OR ADDITION: /Vo C e4�6 C ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? �f✓J ARE THERE EASEMENTS ON PROPERTY? 'Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have r nd agree to the above. 1 Signed Director of Building & Codes: 761-8256 (for questions QUESTIONS? CALL 7614256 OR EMAIL regarding Building Permits, construction codes or septic codes(cDgueensbury.net systems) VISIT OUR WESSITE FOR MORE INFORMATION Zoning Administrator: 761-8218 (for questions regarding www.gueensbury.net required permits, the permit process, application requirements or to schedule an appointment) This application/proposed action described ; Permission is hereby granted to the above herein is found to be in accordance with the Applicant to erect or alter the building described zoning Laws of the Town of Queensbury. ; herein in accordance with said Application: ZONING APPROVAL DATE ; BUILDING&CODES APPROVAL DATE ; �I'Own of Quccnsburt/• Cor mmii(ti 19cuelopincnf Office • 742 B17tJ Roru/, Qucelishury, N)' 12,�04 Inspection for Permit to Occupy Ike Marshal's Office Request Rec'd Permit No. 6_91�7 � Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: Time: Phone: (518)761-8206 Business Name: Fax: (518)745-4437 Type of kupecNon H/A Yes 140 EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge AISLES: Main Aisle Width Seconds Aisle Width EXIT SIGNAGE Sign—normal Si -battery EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System FDC Fire Suppression—kitchen Fire Suppression—Gas Islan Generator Hood Installation Elevator Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wring Enclosed/Labeled Combustible Waste . Vehicle Impact Protection Knox Box F.D.Si na e—Utility Rooms No Smoking Signs Maximum Occupancy Sin Emergency Evacu n Plan Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) ❑ Denied / call for Recheck Ins By: L:\FireMarshal\New Folder\permitto occupyform.doc Commercial Final Inspection Rep rt Office No.: (518) 761-8256 Date Ins ection r re iv d: Queensbury Building& Code Enforcement Arrive: epart: 7 742 Bay Road, Queensbury,NY 12804 Insp for s Inrtia -a�NAME: O V �v ERMIT VOCATION: _ o v DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 w)x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s .ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler -- Building Access All Sid 0' /Driveable Su ace 20'wide Okay To Issue Temp. kPermanent C/O Okay To Issue C/C LABuilding&Codes Forms\Building&CodesUnspection Forms\Commercial Final Inspection Report.doc Commercial Final Inspe n`Rep rt Office No.: (518) 761-8256 Date Ins c ti n r c v d: Queensbury Building&Code Enforcement Arrive: m Depart: b 742 Bay Road,Queensbury,NY 12804 Inspector's'In s: 1 NAME: 0 jrz-1 Ik PERMIT r' LOCATION: DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Throug 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 requiredExits At 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 req. As-built Septic System Layout Re uired or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\lnspection Forms\Commercial Final Inspection Report.doc Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. -lJ Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: _ Time: Phone: (518) 761-8206 Business Name ' Fax: (518) 745-4437 Location: Type of Inspection N/A Yes No EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher FIRE ALARM SYSTEM Fan Shutdown WIA U Fire Sprinkler System FDC Fire Suppression-kitchen � "Cz- C- YZG�� Z�✓ Fire Suppression-Gas Islan Generator Hood Installation Elevator Interior Finishes Stora e Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed/b"bo )d- Combustible Waste Vehicle Impact Protection Knox Box F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan Ppproved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) Denied / call for Recheck Inspecte y: L:\FireMarshal\FM Forms Masters\permitto occupyform.doc Tmm of Qneenebeiry Hme Marshal 742 Bay Read Qneenbw",NY 12M4 761-SM 1761-8206 fax 74S4437 Factory Bast Gas FkyWaee/Stow Inspection Report Yobm New York State mquuvs Walt A UL,LnhA factory bait apomem be Maned amwdmg to the motmetim and e�ec�'iadions contaimei in dw Instanadon Maanai aoous. -. the applianoa No deviation fic+an the arer's f imsbuction or spedfications h anssret hermit# (!� Sole M*ectioa;L 'rme (7c ZD pM uytime �Addrem 1J3D Roq*Em # fired Vent Fack"Bssilt Chimney Me Size Doable wan Triple wan Lswbded Yee No NIA Comments door Protection :karaaces to Combustibles(ail sides) %vstop(s) Vdtied Ckase was /ant Clearances to Combustibles rent/C WUWY Termination ,%mu y beigbt mast be 3 feet above rod mamma ne;2 feet above any coodwatible obtsattion witiin to feet ;as Shut-off VaWe ev-r :o®bastion Air learth Extension(if any) Yiantel Uq L abowleBp"Won Witness Operation x ram&Placement Cif LAP) Me-Bu%ftg Delt- Yamw ram-s� Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection reque Queensbury Building &Code Enforcement Arrive:, S2a ep �Z a- 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: i PERMIT LOCATION: ljj INSPECT ON: TYPE OF STRUCTURE: Framing Y N WA COMMENTS: Attic Access 22" x 300 minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12A O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Botts 6 ft. or less on center Ice and water shield 24 inches from wall ire separation 1, 2, 3 hour 471 Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuIlding&Codes Forms-QLMI ilding&CodesUnspection FommsTrarrang Firestopping Inspection Report.doc Revised January 7,2006 Framing / Firestopping Ins Ion eport Office No. (518)761-8256 Date Ins ction reque Queensbury Building &Code Enforcement Arrive: e =o a I 742 Bay Road, Queensbury, NY 12804 Inspector's Initial — NAME: PERMIT#: LOCATION: INSPECT ON: OF STRUCTURE: f Y, Y• i CTC. D Y N N/A COMMENTS: AUZ-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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D naffs each side Aping 1,000 sq. ft floor trusses w Bolts 6 ft. or less on center and water shield 24 inches from wall ._ .. P�'c�t t�LL Ha tES �� 2.►J� Fire wall 2, 3, 4 hour F�oo� C— £ Fttr� �6 1 wA�L� RiJE Firestopping Penetration sealed - 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuitd'ng&Codes Forrns=L Build'u►g&CodesNinspection Fornalfrarning Firestopping Inspection Report.doc Revised January 7,2008 i Framing / Firestopping Inspection rt Office No. (518)761-8256 Date Inspection req�i ived: Queensbury Building &Code Enforcement Arrive: Zv,,36 a part: am m~ 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: C.,6 ' `� i�)43, ""F APERMIT#: LG_ �q LOCATION: ' INSPECT ON: 4 -io—tea TYPE OF STRUCTURE: Y Framing N N/A COMMENTS: Attic Access 22" x 30" minimum Jack Studs/Headers Bracing f Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V 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 h inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilingtwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (M 5.7 sf above f below grade 5.0 sf grade LABuilding&Codes Forms-01-Muilding&CodesUnspedion FomisTrarnkV Firestopping Inspection Report.doc Revised January 7,2008 w. R VISION ENGINEERING, LLC 4 Glens Falls Technical Park Glens Falls, NY 12801 Phone: (518)792-9264 Fax:(518)792-9282 PROJECT INSPECTION REPORT Project Name: Country Inn & Suites 1130 US Route 9 Queensbury, NY 12804 Date of Final Inspection: April 1, 2009 Inspection By: Daniel W. Ryan, P.E. Work in Progress: Foundations and structural steel installed with bearing wall removed per project drawings. We have reviewed the Contractors work required on Drawings S100 and A100 completed by Alestalo & Etzel Architects PC dated March 6, 2009. In particular, we were requested to observe and review work required for the structural steel framing specified on the project drawings. Based on the conducted site visit performed on the above date and to the best of our knowledge, information, and belief, the Contractor has completed the observed portions of work related to the structural steel framing in accordance with project documents and specifications. Respectfully submitted: Da I W. an, P.E. 3A Sig tur Date NEw Y 0 1� C J 070�� \�\ ES',1C�'P Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ ce. _ Queensbury Building &Code Enforcement Arrive: ,;Z. �a m an pm:;� 742 Bay Road, Queensbury, NY 12804 Inspector's Initia NAME: PERMIT #: pit-b(n- LOCATION: INSPECT ON: CB TYPE OF STRUCTURE: Y NIA Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place � 1 % inch minimum Drain Size P�E h_ L 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 Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Sup&for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection �. Queensbury Building&Code Enforcement Arrive: ' a epa a p 742 Bay Road, Queensbury, NY 12804 Inspector's In' ' s: NAME:. 2.�1`2T'R� hi3 ice' PERMIT# LOCATION: ! 111-�p 167-ma—A- K� Ck INSPECT ON: TYPE OF STRUCTURE: C -b t)0 A A LTEE Fram Y N WA COMMENTS: ing „��, � _ Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging z Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly t� 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wail 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L folding&Codes Forms-01-Mudding&Codes'Jnspection FormTraming Firestopping Inspection ReporLdoc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date In tion t r v Queensbury Building&Code Enforcement Arrive: = f Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's In* NAME: P RMIT#: LOCATION: - . c INSPECT ON: - TYPE OF STRU TURF: Commen#s Y N N/A Footings Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproof ng Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Buildiing&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins tion uest ed: Queensbury Building&Code Enforcement Arrive: =U part: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial - _ NAME: {? �1'� ERMIT#: � - LOCATION: c� S INSPECT ON: 67 TYPE OF STRUCTURE: Comments Y N N/A ootings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspecdon Fonms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM o 7 CK�:' 7. a ��n�nr�r��.n�n��.n��n�nr<n��n�n�n��n>��n��n�n�nrn��n�n��n�r��n��n�n��n��n�n��n�n�.n ca 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 S S SBUREAU OF ELECTRICITY S S40 FULTON STREET - NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 SEFG ELEC. SERVICE DAVE MENTER S 5 44 MEADOWBROOK RD 1130 ROUTE 9 e5 5 QUEENSBURY, NY 12804-1502, QUEENSBURY, NY 12804 5 5 Located at 1130 ROUTE 9 QUEENSBURY, NY 12804 c� r5j Application Number: 4030162 Certificate Number: 4030162 S S S 5 Section: Block: Lot: Building Permit:09-069 BDC:A239 S 5 5 l i a 5 Described as a Commercial occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 SFirst Floor, 5 5 r5U A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed Dj 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the29th Day of June, 2009. S 5 Name QTY Rate Ratine Circuits Tvce c5 5 Alarm and emergency equipment 5 5 Emergency Light 1 0 0 Visual 5 S Exit Light 1 0 0 Visual 5 5 Wiring And Devices 5 5 Fixture 22 0 Fluorescent r, 5 Receptacle 7 0 Gen,Purpose C 5 Switch 4 0 Gen,Purpose 5 5 5 5 S S 5 S 5 S seal 5 1 of 5 5 indicated. 5 This certificate may not be altered In any way and is validated only by the presence of a raised location seal at the 5 5 5 o �� o EXIST 2'-44" SEE B/S100 FOR 7 WALL . SLAB REBAR & EXP JOINT 1'-p" �� #3 TIES I REPAIR DETAIL SEE C/S100 FOR AROUND POST 1 �, 5" _ 1 4 EXP MATCH T/ NEW SLAB BASE PLATE INFO " 6 6 _ wV yrJO JOINT I TO T/ EXIST SLAB #3 0 12" #3 DWL 0 12" 2 2 CUT O.C. E.W. PL 1 1 -- - ROUND MAX, DRILL & �_.. .. POST to SLAB II GROUT INTO EXIST 7 "x x7 " _ '�' I ._ ,_ _ _ �+�� /j, '� PIER SECTION I a a DRAIN HOLE IN 1�MeSti�O 0�:etZel BASE PLATE OR arChiteCtS , p . C . - N F POST " " . / SEE C/S 100 FOR a BOT 0 T 2 -0 x3 -6 FTG ! BASE PLATE INFO .:x;- - - 3- 3 TIES ® 3" `° 4- 4 • I �.~ ! �' 'n - F 15.44 Ph: 31 5.445.2899 s T/' FTO ( 10") # i l F:; # # I I I x. 3 5.2898 O.C. AT T/ PIER N 4317 E. Genesee Street EXIST FDN I '► Stoo ;T �. o \_ " DeWitt, New York 13214 1 WALL #3 TIES 0 9 O.C. I 7-#4 3 X-STRONG PIPE l �o .r EXIST FTG "` 8 6 VERTS 2' 0" (SQ) POST D SAW CUT SLAB AS REQ'D TO INSTALL NOTE: 1 HOLE TYP NEW CONC I 1. SEE COL BASE DETAILS FOR ANCHORAGE ( ! REPAIR SLAB PER LAND GROUT REQUIREMENTS. I I DETAIL B/S100 TYP __ NOTE: PROVIDE ANCHOR RODS PER DETAIL D/S100. J ih I MATCH B/ NEW FTG \-10 a III TO B/ EXIST FTG 2'-0" (gQ) 3 N II 7-#4 XREMOVEBRG WALL 1 + 4-#4 ��OF Nt"ZV r \ W - A NEW PIER 8c FOOTING B NEW PIER & FOOTING C XS PIPE POST BASE PL c�PQ�.P`NNpn, pair I I �OO 1/2#'=1•-0" S 1 OO 1/2"=1'-0" S 100 3"=1'-0" " Q is a 0 2 0 2 0 fi :'. CONC INFILL I i(I ( Q05 PROVIDE TEMPORARY FRAME OA 075530 TO MATCH I ' Q�Q� o 0 TO FORM GROUT EXIST FLOOR EXIST GYPCRETE ESSION EXIST SLAB g p v JOSITS W RETAIN EXIST EXIST SUB-FLOOR I.I� " " 0 J _ BLOCKING 16"x28" PIER ' 2 -0 x3 -6 FTG z X 0 a_ 2x10 JOIST " �r Q a- 0 w REINFORCINGFLOOR T/ PIER (-10 ) B/ NEW FTG Z �o w a EXIST JOISTS s _ " MATCH EXIST FTG 0 m m T/PIER, WALLOR FTG; MIN In - - - CANT COORD W/ 2x NAILER 4\ ALTERATIONS TO THE NOTE: EXIST JOISTS PROVIDE HOLES QUEENSBURY EXISTWADL S100 a 15_ 1. PROVIDE " DIA, ASTM FOR in BOLTS NEW BLOCKING EVERY COUNTRY INN & SUITES EA SIDE ® 32 TOE NAIL FA OTHER BAY 3" o z 0 F1554 GR36, HEADED I I OR HOOKED ANCHOR O.C. FOR JOIST TO TOP I ( 2x PLATE ON TOP Of EXSIT FTG o �cv RODS. ATTACHMENT OF PLATE I i FOR __ o m 2.PROVIDE 2" O.D. x " Typ NAILER FLANGE BOLT W/ (2) I DIA 0 32 O.C. TYP K7N)Il FOUNDATION PLAN m _ THICK PLATE WASHERS BEAM SEE PLAN Q z z z w AND HEAVY HEX NUTS. �OO 1/4"=1'-0" Q � � Q in 3.PROVIDE MIN 3" CONC " CAP PLATE (2) J" DIA A325 0 4 0�w w Z COVER TO SOIL. I W14 Y 3 o g 4.INSTALL PLOWABLE FITTED STIFF I BOLTS TYP DAVID & FIRST FLOOR FOUNDATION PLAN NOTES: 0 o w NON-SHRINK GROUT PL EA SIDE EXIST WALL TO 1. THE PROJECT DATUM ELEVATION EQUALS TOP OF EXIST FINISHED FIRST FLOOR CONCRETE SLAB AT REFERENCE ELEVATION 0 0 AFTER COLUMNS & I I TE R ESA 0'-0 UNLESS OTHERWISE REQUIRED FOR SLAB DEPRESSIONS OR AS OTHERWISE NOTED. _ W BE REMOVED BEAMS ARE INSTALLED. PIPE POST SEE PLAN 2. NEW FOUNDATION SHALL REST ON UNDISTURBED SOIL OR SELECT FILL WITH ALLOWABLE BEARING PRESSURE = 4000 PSF. M E IVTE R 3. ALL NEW CONCRETE SLABS POURED ON GRADE SHALL SIT ON 6" MINIMUM COMPACTED GRANULAR FILL AND BE 6" THICK rD"NN 3 4" DIA ANCHOR RODS E POST CONNECTION DETAIL rF� SECTION NORMAL WEIGHT CONCRETE U.O.N. REINFORCE SLABS PER DETAIL B/S100. SUPPORT REINFORCEMENT ON BAR SUPPORTS. S 100 1"=1'-0" O -1, S QO 1"=1'-0" 0 1, S 1 OO 1"=1'-0" 0 1, 1130 ROUTE 9 4. COORDINATE SLAB FINISHES, PADS, RECESSES, CURING, SEALING, AND HARDENER REQUIREMENTS WITH ARCHITECTURAL _ _ _ QUEENSBURY, FLOOR FINISHES. NEW PORK GENERAL CONSTRUCTION NOTES 1. CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION. STRUCTURAL STEEL NOTES: EXCAVATION FOR NEW FOOTINGS SHALL NOT UNDERMINE THE 1. STRUCTURAL STEEL SHALL BE AS FOLLOWS EXCEPT AS 41 EXISTING FOOTINGS. OTHERWISE NOTED: 2x10 JOIST I 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND REINFORCING AT TEMPORARY -�� STRUCTURAL SHAPES - ASTM A992 (FY = 50 KSI) p SHORING TYP SHORING ----- CONDITIONS. NOTIFY A/E IF ANY DISCREPANCIES ARE FOUND. _ STRUCTURAL TUBES - ASTM A500 (FY = 46 KSI) GRADE B CONCRETE REINFORCING STEEL STRUCTURAL PIPE - ASTM A501 (FY = 36 KSI) OR -- ' � 1. REBARS - ASTM A 615 GRADE 60 ASTM A53 STRUCTURAL BARS, 2. REBAR SPACING BLOCKS - PLAIN CONCRETE BLOCKS. ANGLES, AND PLATES - ASTM A36 (FY = 36 KSI) 3. THE MINIMUM CONCRETE COVER FOR REINFORCEMENT: 1 a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO 2. CONTRACTOR SHALL FIELD VERIFY REQUIRED DIMENSIONS OF EARTH: 3 . • BEAMS AND COLUMNS -__- b. CONCRETE EXPOSED TO EARTH AND WEATHER FOR NO. 5 REVISION -=_ -l 3. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND _ �---- --------- .--------- -- AND SMALLER BARS: 14 . ERECTED IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF REV 1 - MARCH 6, 2009 _ !@ I I I STEEL CONSTRUCTION'S "CODE OF STANDARD PRACTICE FOR _ _ _______ ____ __ _ • 1 - -r .� --;_--�t_�!i _r -__�_ _ _ _ STEEL BUILDINGS AND BRIDGES." PROVIDE SHOP DRAWING. NORMAL WEIGHT STRUCTURAL CONCRETE TOWN OF QUEENSBURY BUIi.Q!;"JC n�PARTMENT ---` 4 ---� ._ 4. FABRICATE AND ERECT ALL STRUCTURAL STEEL WITH RESIDUAL -- --- - 4. 28 DAY COMPRESSIVE STRENGTH: MILL CAMBER UPWARDS U.O.N. Bpsed on our limited examination, I a. 3,000 PSI ( BAG MIX MINIMUM) FOR CONCRETE NOT 5. CONTRACTOR SHALL COORDINATE WITH ARCHITECT WHERE cumplow with our commonce Call - �- _____ ��_ FIREPROOFING AND PRIME-PAINTING OF STEEL SHALL OCCUR. not oe °�on�m o ae indicating ,no ____ _ EXPOSED TO FREEZING. pans and 8pWfio8tlon1 erg In full _ _._.____ _._._ F _ ALL BEAMS AND COLUMNS TO BE FIREPROOFED SHALL NOT BE eompliance with me9sof EXIST i i S100 EXIST 5. THE MIX PLANT IS TO FURNISH THE CONCRETE MIX DESIGN AND PRIMED / PAINTED. New Yar4c$ts FLOOR w FLOOR DELIVERY TICKETS FOR EACH BATCH OF CONCRETE. �D 3 JOISTS �OiS�` '"��"`- - 6. ADMIXTURES ARE NOT TO CONTAIN CALCIUM CHLORIDE. z CONSTRUCTION SEQUENCE _ 7. CONCRETE FINISHING: 1E "v w N X - 1. REMOVE EXIST BATHROOM FIXTURES, NON-LOAD BEARING WALLS, INTERIOR FLATWORK - STEEL TROWEL FINISH. BEARING WALL DRYWALL AND CEILING DRYWALL A5 REQUIRED. �9�� ._._.____.._.__ ._... ,..._.._____- __.....-� #.L# ________ •�'"_--„�"�� 8. APPLY A CURING COMPOUND ACCORDING TO THE � FILE COPY 2. COORDINATE SHORING LAYOUT WITH GEOMETRY REQUIRED FOR �G," �._� ._._.!` MANUFACTURERS RECOMMENDATIONS, VERIFY COMPATIBILITY BEAM INSTALLATION. CONTRACTOR MAY CONSIDER STORING ' " •��' � t 7009 UTICA-BONE: SYRACUSE: if -- ----- -- WITH FLOORING MANUFACTURER. BEAMS INSIDE SHORING TO AVOID INTERFERENCES. 1721 me, River Blvd Mi Willard Street X Rome,NY 13440 Minoa,NY 13116 315-339-7855 315-656-4659 J -•---•--•. - _• ----- --_...-- • - •---••T' _...__ 3. INSTALL JOIST REINFORCING AND TEMPORARY SHORING PER 3 NON-METALLIC GROUT 2/S100. IESotutions#2007-072 1. GROUT - FLOWABLE NON-SHRINK GROUT. 4. CUT BEARING WALL AND SLAB AS REQUIRED TO POUR NEW 3 x 'O E -` ✓ `w a-- FOUNDATION. UNAUTHORIZED ALTERATIONS OR S100 �- 5. POUR NEW FOOTINGS AND PIER. VIOLATION OF STATE EDUCATION 1�C�r ___ '�-~ �S BOLTS AND ANCHORS ADDITIONS TO THIS DRAWING ARE A �� _._. __ = -- --- ------- ------- 1. ANCHOR RODS ARE PER D/S100. 6. INSTALL NEW BEAMS, COLUMNS, AND BLOCKING EACH SIDE OF LAW ARTICLES 145 AND 147. WALL AS INDICATED IN 2/S 10O AND F/S 1 OO. N 0 T i C E 2. ALL OTHER BOLTS - A307 GRADE A. y;: THIS DRAWING IS AN INSTRUMENT OF 7. JACK LOAD ONTO NEW BEAMS TO RELIEVE LOAD ON EXISTING SERVICE FOR RAINBOW HOSPITALITY, z z WALL. LE��ER HANDLES REQUIRED AND MAY NOT BE REPRODUCED ___.E:_ I .___.�[ F- �. - - - Vy00D FRAMING 1 i ' -T- 8. PLACE FLOWABLE GROUT PER DETAIL D/S100. ALLOW GROUT TO WITHOUT THE EXPRESS CONSENT OF �_ 1. LUMBER 2 INCHES OR LESS IN NOMINAL THICKNESS IS NOT TO FULLY CURE (MINIMUM 3 DAYS). C�� L PASSAGE DOORS THE OWNER AND THE ARCHITECT EXCEED 19 PERCENT IN MOISTURE CONTENT AT TIME OF P i 0 R OR I COORD CANT LENGTH 9. REMOVE JACKS AND TEMPORARY SHORING. LEAVE JOIST - W/ EXIST CONDTIONS FABRICATION AND INSTALLATION AND IS TO BE STAMPED S-DRY K-D OR MC15 . REINFORCING IN PLACE. DOORS TYP EA END 10. REMOVE EXIST BEARING WALL STUDS AND BOTTOM PLATE. LEAVE ORAVANG nnF 2. LUMBER - S4S. TOP PLATE AND JOIST BLOCKING IN PLACE. STRUCTURAL PLAN 3. BLOCKING (NAILERS): 11. POUR NEW SLAB. AND DETAILS n a. PROVIDE BLOCKING IN WOOD FRAMING. L SECOND FLOOR PLAN DATE �OO 1/4 =1 -0 0 4' 08/31/07 SECOND FLOOR PLAN NOTES LB PROJECT NUMBER c7l 1. SEE CONSTRUCTION SEQUENCE NOTES FOR ADDITIONAL INFORMATION ON SHORING AND INSTALLATION. 07800 2. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO STEEL FABRICATION. SHEET NUMBER S100 EXISTING NITARY RISERS nn alestalo & etzel architects , p . c . Ph: 315.445.2899 GWB I , Fx• 315 445.2898 II III NEW STEEL BEAM BEYOND ( I 4317 E. Genesee Street • I I III CORRIDOR DeWitt, New York ]3214 PREPARE EXISTING & NEW SUBFLOORS AS REQUIRED BY MANUFACTURER TO RECEIVE NEW FLOORING (SELECTED BY THE OWNER). I NEW STEEL COLUMNS BEYOND ° PATCH ALL SURFACES AFFECTED BY REMOVALS TO MATCH ADJOINING CONSTRUCTION. I , INTERIOR WALLS SHALL BE FINISHED WITH GWB TO MATCH EXISTING. CONFIRM EXTENT III w - W/ OWNER. I I I \� SHADED AREA REPRESENTS I I I - - - - - PAINTED WALLS & ALL CEILINGS SHALL BE FINISHED W/ ONE COAT PRIMER AND TWO AREA OF FINISH COATS . PAINT TO BE SELECTED BY OWNER, r r- _ _ BREAKFAST/ i I MEETING ROOM ILL`- i - I, ,I YoILL �1 FA 1 KEY PLAN rAl 1 ROOM FINISH NOTES TA1V 1 SECTION %�- c; i:00 NOT TO SCALE 00 1/4" DOOR DOOR HOW FRAME LABEL REMARKS EXISTING LOAD-BEARING STUD WALL NO, SET NO. EXISTING FLOOR CONSTRUCTION: TYPE WIDTH HEIGHT THK MAT FIN MAT TYPE FIN ALL WORK IS TO COMPLY WITH THE LATEST ADDITION OF THE BUILDING CODE OF NEW YORK STATE AND ALL OTHER 200 JOISTS @ 16" o.c. APPLICABLE STATE, COUNTY OR LOCAL CODES, CODES GOVERN OVER DRAWINGS. ALTERATIONS TO THE 100 FLUSH SWINGING PAIR 2@28" 6'-8" 1Y4" SOLID CORE WOOD STAIN / POLY 1 H.M. DBL. RABBET PAINT C 45 AUTOMATIC HOLDER/CLOSER THE CONTRACTOR IS RESPONSIBLE FOR CHECKING DRAWINGS AND NOTIFYING THE ARCHITECT OF ANY INCONSISTENCIES PRIOR Now= OUEENSBURY TO THE START OF CONSTRUCTION. COUNTRY INN & SUITES 101 FLUSH BIFOLD PAIR 60" 6'-8" 1 4" SOLID CORE WOOD STAIN / POLY 2 H.M. CASED OPG. PAINT - WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. NEW STEEL BEAMS 102 FLUSH BIFOLD PAIR 60" 6'-B" 1Y4" SOLID CORE WOOD STAIN / POLY 2 H.M. CASED OPG. PAINT - DIMENSIONS NOTED ON PLANS ARE TO FACE OF STUDS/FRAMING OR MASONRY UNLESS OTHERWISE INDICATED. FOR NEW GWB CEILING ALL STRUCTURAL WOOD SHALL BEAR THE MARK OF THE GRADING GUIDELINES. ALL WALL OPENINGS SHALL HAVE HEADERS. NEW COLUMNS BEYOND 00 ALL HEADERS TO HAVE DOUBLE STUD BEARING UNLESS NOTED OTHERWISE. DAVI D & SET #1: INTERIOR SWINGING DOORS (DOUBLE) SET #2: INTERIOR BIFOLD DOOR CLOSER FOR DOOR 100 SHALL BE ELECTROMECHANICAL WITH TE R ESA INTEGRAL SMOKE DETECTOR AND COMPLETELY ENCLOSED IN A WOOD FRAMING IS BASED ON SPRUCE PINE FIR #2 OR EQUAL. WITH A MIN FB 1500 FOR ALL HEADERS. 3 PAIR HINGES: HAGER BB1279 1 BIFOLD DOOR �ET BY STANLEY BF50 METAL COVER. UNITS SHALL BE SURFACE MOUNTED TO THE 1 LATCH SET: SCHLAGE AL PASSAGE 3 PAIR HINGES: HAGER 1279 FRAME FACE ON THE PULL (HINGE SIDE) OF THE DOOR. MINOR ITEMS SUCH AS BLOCKING, PATCHING, TRIM, ETC., SHALL BE PERFORMED AS REQUIRED TO MAKE THE WORK COMPLETE, 1 DUMMY LATCH: SCHLAGE AL NEPTUNE 2 WIRE PULLS ELECTROMECHANICAL CLOSER SHALL HAVE SELECTIVE HOLD WHETHER SHOWN OR NOTED ON THE DOCUMENTS OR NOT. M ENTER 1 AUTO BOLT: IVES FB42 OPEN AND SHALL BE ABLE TO ATTAIN A MAXIMUM OPENING ALL HARDWARE TO MATCH EXISTING FINISHES -- --� 2 SWEEP: NATIONAL GUARD C627A OF 1800 WITH HOLD OPEN TO 1750. UNIT TO BE FAIL SAFE 2 SEAL SET: NATIONAL GUARD 5050 AND MUST CLOSE THE DOOR DURING ANY ELECTRICAL POWER i----- -----1-1-NEW CONCRETE FOOTING 1130 ROUTE 9 2 wALLSTOP: ROCKWOOD 403 INTERRUPTION TO THE UNIT. ELECTROMECHANICAL UNITS TO SEE STRUCTURAL QUEENSBURY, 1 CYLINDER: SCHLAGE 20-000 '�E YAL�.SERIES 4200 WITH O11E MASTER AND ONE SLAVE DRAWINGS 2 CLOSERS: YALE 4200 UNIT CLOSER-HOLDER. NEW YOiRK WOOR SCHEDULE 22 GENERAL NOTES 42 SECTION a�A100 Al00 1/4'- 1'-0' CCU= SANITARY REMOVE & INFILL FLOOR (XJ' V" u- ` a aa= PLUMBING STACK & TO MATCH ADJACENT, SEE 5'_1" 6'-22" 1'-112„ C-21"VENT TO REMAIN STRUCTURAL DETAILS =� o O o EXISTING O EXISTING I I (I I) rj (I I) I I --------- -- -- -- 4 O 3 -------- -- -- -- DOOR TO O DOOR TO REMAIN � _ REMAIN REVISION PANTRY \ PANTRY PANTRY 101 102 -- - -Tr -I-II- ►-,I ICI _— ��I- II lii� _ _ _ III II GWBJ - - - - - / STORAGE --- ------- ------- _ ----__- __----_ NEW MATCH BASEC[ABIN TS I �AS T I 1 NECESSARY STORAGE REMOVE CEILING IN I I I I IN EXISTING REMOVE PLUMBING BREAKFAST ROOM BATHROOMS I I I I FIXTURES AND CAP PIPING GFI OUTLETS @ 44" COMPLETELY, I I AS TO NOT INTERFERE W/ ABOVE FLOOR - RAISE TO 8'-6" I I I I FIXTURES ABOVE INDIVIDUAL CIRCUITS 00 IIII I I I I I I IIII BREAKFAST/ MEETING ROOM 42 BREAKFAST/ I I I A1oo MEETING ROOM III ( I I J.B. FOR DOOR CLOSER/HOLDER I UNAUTHORIZED ALTERATIONS OR I I I REMOVE STRIP OF CEILING POWER I I ADDITIONS TO THIS DRAWING ARE A GWB AS NECESSARY FOR FLOOR OUTLETS VIOLATION OF STATE EDUCATION LAW INSTALLATION OF BEAMS BREAKFAST/ � ARTICLES 145 AND 147. I I I I MEETING ROOM I I I I I THIS DRAWING IS AN INSTRUMENT OF MATCH LIGHTS IN EXISTING 100 SERVICE FOR DAVID & TERESA I I I I I REMOVE & INFILL FLOOR BREAKFAST ROOM WRAP NEW MENTER, AND MAY NOT BE TO MATCH ADJACENT, SEE I I COLUMNS � REPRODUCED WITHOUT THE EXPRESS No STRUCTURAL DETAILS W/ GWB CONSENT OF THE OWNER AND THE ARCHITECT 0 i, DRAWING TITLE KEY DATE CONTRACTOR SHALL MODIFY EXISTING DISTRIBUTION SYSTEM 3/6/09 ELEMENTS TO BE REMOVED AS REQUIRED FOR NEW AND/OR RELOCATED OUTLETS, �41 SWITCHES, & LIGHT FIXTURES. PROVIDE SMOKE AND CARBON A100 0 EXISTING WALLS TO REMAIN MONOXIDE DETECTORS AS REQ'D BY CODE. PROJECT NUMBER 07800 ® NEW 2x WALLS SHEET NUMBER 14N DEMOLITION FLOOR PLAN 2A ELECTRICAL PLAN 44 N ARCHITECTURAL FLOOR PLAN Al 00 A100 1/4"- 1'-0" Ai 00 1/4"-1'-0' A100 1/4'-T-0'