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2008-092 � ��,,,,�„ TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20080092 Date Issued: Monday, June 02, 2008 This is to certify that work requested to be done as shown by Permit Number P20080092 has been completed. Tax Map Number. 523400-288-012-0001-021-000-0000 Location: 1454 STATE ROUTE 9 Owner: KENNY PROPERTIES, LTD. Applicant KENNY PROPERTIES, LTD. This structure may be occupied as a: Carport By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, (-- 48P1 Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. " TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 FON ith Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080092 Application Number. A20080092 Tax Map No: 523400-288-012-0001-021-000-0000 Permission is hereby granted to: KENNY PROPERTIES, LTD. For property located at: 1454 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: KENNY PROPERTIES, LTD. Carport $20,000.00 1454 STATE ROUTE 9 LAKE GEORGE,NY 12845 Total Value $20,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-92 1024 SQ FT CARPORT/ENTRY $102.40 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday, March 26,2009 (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 own o ee ur, , ay,March 26,2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement I 'Ir< �r. /OFFICE USE ONLY F V EZE _ - <2 - 07 , TAX MAP NO. PERMIT NO. �,,- MAR 19 2008 FEES: PERMIT !(..> RECREATION ENGINEERING , (If applicable) T3WN or 7. -.N BO11�O1'`" _ �� �1. :: DES 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: 7 av,(4, Kenny OWNER: fenny enTe4' es, Lit). ADDRESS: i�159 S4r,-le Y4t;}(2 i1r -L G ADDRESS: IL154 s-ituut. ef ' . L 6 PHONE NOS. 511` 79(0 - 70 S (�.e I I) PHONE NOS. 5 le 7 .a 31 st, CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: )ri ',c( Ks,nl r i PHONE: -Sid -`)C1l49-'71462. , LOCATION OF PROPERTY: 1`1644 .S f- .4t YZ A q ' 1..,4di.A 6t,.r,:-� rl: SUBDIVISION NAME: sti a-- PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z APPLY TO YOUR z cc 0 C w CO PROJECT 00 O • o -i co _ z < < r � N ° Ou. O1- LL CC SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER eatspet'41 IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: K.P nny Pr,pe./-Eh,r, lip r4bi, 'lays d n J_ ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? p3 ARE THERE EASEMENTS ON PROPERTY? 11J 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 read and agree to the a ,ove. Signed ./ 7 , c---") Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: C ch( BUILDI G & CODES APPROVAL ZONING APPROVAL DAT DATE J QUESTIONS 7 CALL 761-8256 OR EMAIL codesftqueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION Office Use Only www.queensburv.net Operating Permit Issued: Yes )0 N" Community Development Office own of Queensbnry • 742 Bay Rood • Queensbury, New York •12804 1` Th BUILDING PERMIT CALCULATION SHEET: NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS Sea LI REQUIRED- ACTUAL ACTUAL LIGHT REQUIRED SQUARE FOOT HABITABLE ROOM AREA OF R9AM IN ° LIGHT SQUARE VENTILATION-4% VENTILATION OPENING FOR REMARKS SQUARE FEET 8/o OF ROOM FOOTAGE OF ROOM AREA SQUARE EGRESS AREA FOOTAGE /0Pi 2 /o)4 .511 /umt /oaf C'U-yori- /F nhy QUESTIONS? CALL 761-8266 OR EMAIL codes@sweensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.cluensburv.net B 10-LTR 11-20 efte Community Development Office Aig own of Queensbury • 742 Jay Road • Queensbury, Nw Ol'k •12804 WINDOW SCHEDULE JOB SITE/ADDRESS: i Sirt-tr ei 9 L 6_ ny DATE: OWNER: J<i'nny P tope f-be I, LI 1.) APPLICATION NO.: UNIT OR CLEAR WINDOW- CLEAR VVINDOW STOCK ROUGH ROUGH SQ.FT. OPENING NO.OR WINDOW SQ.FT. IAL MANUFACTURER MODEL/TYPE NUMBER OPENING OPENING EGRESS/CLEAR OPENING SPEC HARDWARE OR HEIGHT LETTER VENT VVIDTH IN INSTRUCTIONS NAME CALL WIDTH HEIGHT OPENING IN ON PLAN SIZE INCHES INCHES r4 I e fly a/Le miLe - Oa/po • B 26-LTR 11-05 rThc oi„. OFFICE USE ONLY PROJECT NAME: 6-kik/ Pr9z r-/-/If, ci ; STAFF INITIALS: • • • • • ; • • BUILDING PERMIT SUBMISSION DATE: CHECKLIST FOR: MULTIPLE DWELLING or COMMERCIAL PROJECTS 1. Building Permit Application Completed? YES NO N /A 2 Energy Form or CheckMate Energy Code Compliance Forms Complete? (2-copies) Energy Code Inspector's Report from Checkmate 3. Program? (2-copies) Septic application completely filled out? 4. (if applicable) 5. Electrical Inspection Form complete? 6. Two (2) sets of the plans each of the following: YES NO N /A ) a. Floor plans (s)? b. Foundation plan? c. Cross sections (s)? d. Elevations? e. Design loads including floor, snow load, and wind load? f. Seismic design (required after January 2003)? g. Plans signed and sealed by registered architect or engineer? h. Window and door schedule? Two (2) site plans showing location of the structure to be built, location of well or water lines, location of septic 7. system or sewer line with all setbacks and separation distances shown, and all improvements to the property? 8. 1 Solid Fuel Burning or Gas Appliance Form (if applicable)? 9. Driveway Permit '4,0 Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 r 0 OFFICE USE ONLY ', PROJECT NAME: , STAFF INITIALS: , BUILDING PERMIT SUBMISSION F DATE: CHECKLIST FOR: SINGLE FAMILY DWELLING 1. 1 Building Permit Application Completed? 1 YES j NO N /A 2 Energy Form or CheckMate Energy Code Compliance 1 Forms Complete? (2-copies) I Energy Code Inspector's Report from Checkmate 3. _ 3 Program? 2-co ies 4 1 Septic application completely filled out? i (if applicable) 5. 1 Electrical Inspection Form complete? ~--~~ 6. I Two (2) sets of the plans each of the following: YES NO N /A 1 a. Floor plans (s)? b. Foundation plan? _ I c. Cross sections (s)? — ^ 1 d. Elevations? j e. Window and door schedule? f. Natural Light, Ventilation and Emergency Egress Requirements? g. Plans signed and sealed by registered architect or engineer? Two (2) site plans showing location of the structure to be 7. ` built, location of well or water lines, location of septic stem or sewer Tine? 8. 1 Setbacks from property lines to new structure? ; 1 Setbacks to neighboring wells and septic systems, f j ! including onsite well p and septic systems (if applicable)? __._____I __. 1 9. i Driveway Permit? Town of Queensbury• Community Development Office ■ 742 Bay Road, Queensbury, NY 12804 B 12-LTR 11-05 OFFICE USE ONLY ; TAX MAP NO. PERMIT NO. PERMIT FEE I APPROVALS: ZONING TOWN CLERK_ • ', • APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT; A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. /, ) OWNER: l.n,4-;, r"` �-(-7�, L I l� INSTALLER: — ADDRESS: )4 J`q -C-i az y q , &- ADDRESS: PHONE NOS. i) f 3 319(A PHONE NOS. s LOCATION OF INSTALLATION: 14/ S4 e-i q L- & RESIDENCE INFORMATION: YEAR BUILT i NO.OF I X I COMPUTATION= -j—OPAL DAILY FLOW 1 BEDROOMS 1 { GARBAGE GRINDER 1980 or older , I X I 150 II2uSe droom ! = INSTALLED? 1981 -1991 I X ; 13 on per bedroom I = SPA OR HOT TUB i + i INSTALLED? 1992•present I 110 gallon per bedroom . se . t • PARCEL INFORMATIO : ✓ TOPOGRAPHY: FLAT ROLLING ✓ STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND ✓ LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL 7 WELL (IF WELL: WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) if PERCOLATION TEST: RATE IS PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installed in a Planning Board a.= oved subdivision). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, s.- or whirlpool tub. ✓ SEPTIC TANK: GALLON (MIN. SIZE IS 1,000 GAL.) ILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: FT. SEEPA PIT S): HOW MANY? V SIZE OF EACH FT. X FT ✓ SIZE OF STONE TO BE USED: # ' - IEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYST- :(If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS./TOT' CAPACITY: GAL. Ij NOTE: ALAR YSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN !; '' APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any Totiw.-n of Queensbur�l% I Michael. F. Travis Highway Highway Superintendent Home: (518) 798-0413 Department 742 Bay Road Queensbury,NY 12804 Thomas R. Vanness Office Phone: (518) 761-8211 Deputy Superintendent 51 Fax: (518) ( 66 DRIVEWAY PERMIT Home (_18) 745-0929 www.queensbury.net DATE: .3i giok APPLICANT NAME: x.•'t n fly /- )pei-fr , c7 TELEPHONE NO.: Si ?'I3 ' 31' e ADDRESS TO BE INSPECTED: .54 S� tZ 4 c , 2 G--- RETURN ADDRESS: 141.51 Si rL G- Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. po c i�c�r �o C,,t-rrzik- CU've way lr) it . -tt f j 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 ( ) Deep swale ( ) Level with the road ( ) Level with the top of the paved wing Size culvert 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: Michael F. Travis, Highway Superintendent Thomas R. Van Ness, Deputy Highway Superintendent 1( 1 or'c 1 - o E Y e a « � `j Cf Fire Marshal's Office f ; Itrton of QueensErrry • 742 Bait Roar • Qrieeiisbarf/, New "orn •12804 Palmer,Fire Marshal• Gamy.'t,Ytrtmn, Deputy Fire Marqral e,®:.::.e s.:E e.a x a.x x APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building&Codes Office for the issuance of a Building& Use Permit pursuant to the New York State Fire Prevention &Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances,regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. IMPORTANT NOTE TO APPLICANT: ROUGH-IN AND FINAL INSPECTIONS ARE REQUIRED. OWNER: i} es, I✓J J INSTALLER/BUILDER: 1.'i Cl iC1) ADDRESS: ILi C1 t i` G'' ADDRESS: iy 4V �4 rC 1 i, I` 6- Yl)I PHONE NOS" S I " 7 Fi3 3 i 5(,c PHONE NOS. 5 1 S " 4IC1 CD -7If 52 LOCATION OF PROPERTY: J`IS'i S"I �( , L G SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: 1445 [ 5-1 rZIt , L fT ri CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: 11 C1.t1 i (4 K J. n n y PHONE: S 1 " -1(09- ✓ FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL INFORMATION STOVE FIREPLACE INSERT r "� FIREPLACE,FACTORY BUILT* h �y, �-- FIREPLACE,MASONRY FURNACE(GARAGE ONLY) *IF FACTORY BUILT,PLEASE PROVIDE: MANUFACTURER NAME: MODEL NO. LISTED BY: NUMBER: QUESTIONS? CALL 761-8205 or 761-8206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL: firemarshai(diqueensbury.net MASONRY** CHECK ONE ✓ VISIT OUR WEBSITE TILE STEEL SIZE IN FOR MORE INFORMATION INCHES www.gueensburv.net FLUE CHECK ONE ✓ ` (� DOUBLE CHIMNEY WALL TRIPLE WALL INSULATED DIRECT VENT LINER CHIMNEY MATERIAL CHECKONE ✓ **IF NON-MASONRY,PLEASE PROVIDE: MANUFACTURER NAME: MODEL NO. ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION&BUILDING CODE AND/OR MANUFACTURERS REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. Commercial Final Inspection Report Office No.: (518) 761-8256 Date Insp ction request received: Queensbury Building&Code Enforcement Arrive: ,/MZJ am/pn Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: 'r//�i' NAME: 2)0._ h PERMIT#: oe- LOCATION: �� � l DATE: 5 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"I Treads 11" Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap I 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 sq. ft. %Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq. ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage 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. fn i``-e ' As-built Septic System Layout Required or On File `/,, Building Number or Tenant Address on Building or Driveway ! Water Fountain or Cooler 1 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 f / l v,a-s- ) , Commercial Final Inspection Rep rt Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: =Ui am/pm Depart: _ am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: _ .Dit NAME: - � s PERMIT#: LOCATION: / j- ) DATE: ,j — - OR- P / COMMENTS: l� Y N NA / Chimney/"B"Vent/Direct Vent Location �'l Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay 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 sq. ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage 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 1_42r .- ,M eon Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler 0" CarMr� 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 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: I NAME: C'fh PERMIT#: LOCATION: 1'I k � INSPECT ON: 5- TYPE OF STRUCTURE: Comments N. N/A 6-tx Footings0�cc�:�-f) way-- gc, Piers (1 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/Walipour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg 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\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM +r 'CONSTRUCTION TECHNOLOGY \si1(iam Street. Ballston Lake.New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: MR.DAVID KENNY REPORT NUMBER: 2 :PAGE#: 1 1454 STATE ROUTE 9 INSPECTION DATE: 03/31/08 LAKE GEORGE,NEW YORK 12845 OUR FILE NUMBER: 1271.001 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N MR.DAVID KENNY AMBIENT WEATHER: 40's:LT.RAIN PROJECT: DAYS INN:QUEENSBURY,NEW YORK OUR FILE LOCATION: 87532 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : CAR PORT PIER COLUMNS DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 4559/ 760992 YARDAGE DELIVERED/SUBTOTAL: 5.50/ 5.50 TIME CONC. BATCHED/ARRIVED: 2.40/ 3.00 TIME PLACEMENT BEGAN/ENDED: 3.05/ 3.25 CONCRETE AGE(HOURS) (SPEC. MAX: 1.50) 0.75 SLUMP ON ARRIVAL (INCHES): 3.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 3.00 - 5.00) 3.50 ENTRAINED AIR (°/VOL) (SPEC: 4.00 - 7.00) 5.20 UNIT WEIGHT (PCF) (SPEC: - ) 145.63 CONCRETE TEMP. (F) (SPEC: 45 - 85) 70 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 87532- 87537 DISCREPANCIES&REMARKS: PLACEMENT AREA REINFORCEMENT'. PROPERLY SIZED,LOCATED,SPACED,LAPPED&TIED.CLEANLINESS&COVER ACCEPTABLE. GENERAL CONSTRUCTION PRACTICES: CONCRETE PROPERLY CONSOLIDATED.NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: PALLETTE CONCRETE COMPANY CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 04/01/08 CEMENT. LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 87532 04/07/08 7 95,850 3390 COARSE AGGREGATE#2: LBS. 87533 04/07/08 7 97,100 3430 COARSE AGGREGATE#3: LBS. 87534 04/28/08 28 128,300 4540 FINE AGGREGATE: LBS. 87535 04/28/08 28 130,100 4600 ADMIXTURE#1: OZS. 87536 04/28/08 28 126,950 4490 ADMIXTURE#2: OZS. 87537 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2 SUPPLIER 6: 3.MR.D.HATIN:QBD 7: 4. 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street. Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT MR.DAVID KENNY REPORT NUMBER: 1 :PAGE#: 1 1454 STATE ROUTE 9 INSPECTION'DATE: 03/27/08 LAKE GEORGE,NEW YORK 12845 OUR FILE NUMBER: 1271.001 INSPECTOR&TEST SET: CLAUS CASPER #10 ATT'N: MR.DAVID KENNY • AMBIENT WEATHER: 40's:CLEAR PROJECT: DAYS INN:QUEENSBURY,NEW YORK OUR FILE LOCATION: 87482 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : CAR PORT PIER FOOTINGS DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 4585/ 760971 YARDAGE DELIVERED/SUBTOTAL: 3.00/ 3.00 TIME CONC. BATCHED/ARRIVED: 3.15/ 3.2.8 TIME PLACEMENT BEGAN/ENDED: 3.30/ 3.45 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.50 SLUMP ON ARRIVAL (INCHES): 3.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 3.00 - 5.00) 3.50 ENTRAINED AIR (°/VOL) (SPEC: 4.00 - 7.00) 5.50 UNIT WEIGHT (PCF) (SPEC: - ) 145.12 CONCRETE TEMP. (F) (SPEC: 45 - 85) 73 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 87482- 87487 DISCREPANCIES&REMARKS: PLACEMENT AREA REINFORCEMENT: PROPERLY SIZED,LOCATED,SPACED,LAPPED&TIED.CLEANLINESS&COVER ACCEPTABLE. GENERAL CONSTRUCTION PRACTICES: CONCRETE PROPERLY CONSOLIDATED.NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: PALLETTE CONCRETE COMPANY CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 03/28/08 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 87482 04/03/08 7 124,850 4420 COARSE AGGREGATE#2: LBS. 87483 04/03/08 7 125,300 4430 COARSE AGGREGATE#3: LBS. 87484 04/24/08 28 FINE AGGREGATE: LBS. 87485 04/24/08 28 ADMIXTURE#1: OZS. 87486 04/24/08 28 ADMIXTURE#2: OZS. 87487 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: I.FILE 5: 2:SUPPLIER 6: :3:. 7: ,I 8: RESPECTFULLY SUBMITTED, CO �ION TECHNOLOGY �10 JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p ii Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ,) NAME: rev'v �-/ PERMIT#: LOCATION: /4/5L/ /S'¢r -e. -Rp:3 "f INSPECT ON: 9 TYPE OF STRUCTURE: Comments Y N N/A / 4/ 6/Zie. Monolithic Slab d 6- '"' leer- 4,455 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 Dampproofmg 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\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM CONSTRUCTION TECHNOLOGY 4 William Street. Ballston Lake,New York 12019 Phone: (518)399-1848 Fax:(518)399-1913 CLIENT. MR.DAVID KENNY REPORT NUMBER: 1 :PAGE#: 1 1454 STATE ROUTE 9 INSPECTION DATE: 03/27/08 LAKE GEORGE,NEW YORK 12845 OUR FILE NUMBER: 1271.001 INSPECTOR&TEST SET: CLAUS CASPER #10 ATT'N: MR.DAVID KENNY AMBIENT WEATHER: 40's:CLEAR PROJECT: DAYS INN: QUEENSBURY,NEW YORK OUR FILE LOCATION: 87482 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : CAR PORT PIER FOOTINGS DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 4585/ 760971 YARDAGE DELIVERED/SUBTOTAL: 3.00/ 3.00 TIME CONC. BATCHED/ARRIVED: 3.15/ 3.28 TIME PLACEMENT BEGAN/ENDED: 3.30/ 3.45 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.50 SLUMP ON ARRIVAL (INCHES): 3.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 3.00 - 5.00) 3.50 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) 5.50 UNIT WEIGHT (PCF) (SPEC: - ) 145.12 CONCRETE TEMP. (F) (SPEC: 45 - 85) 73 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 87482- 87487 DISCREPANCIES&REMARKS: PLACEMENT AREA REINFORCEMENT: PROPERLY SIZED,LOCATED,SPACED,LAPPED&TIED.CLEANLINESS&COVER ACCEPTABLE. GENERAL CONSTRUCTION PRACTICES: CONCRETE PROPERLY CONSOLIDATED.NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS. UNLESS NOTED ALL TESTING JAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: PALLETTE CONCRETE COMPANY CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 03/28/08 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 87482 04/03/08 7 124,850 4420 COARSE AGGREGATE#2: LBS. 87483 04/03/08 7 125,300 4430 COARSE AGGREGATE#3: LBS. 87484 04/24/08 28 158,300 5600 FINE AGGREGATE: LBS. 87485 04/24/08 28 161,000 5700 ADMIXTURE#1: OZS. 87486 04/24/08 28 157,900 5590 ADMIXTURE#2: OZS. 87487 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3:MR.D.HATIN:QBD 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. 2_ op fitiAes Framing / Firestopping I spection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: :'l am/ ;�� Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: !pr., T ro�►/ ,S r- ., PERMIT#: 0/0LOCATION: 7` 3, INSPECT ON: "'jr '' 111 TYPE OF STRUCTURE: Y f N N/A (Framing COMMENTS: Attic 22"x 30" minimum > Jack Studs/Headers /1/J 4 /beer Q ‘°"-- 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 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 ' inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Building&Codes Fortes-OLD\Building&Codeslinspection Fonns\Framing Firestopping Inspection Report.doc Revised January 7,2008 w•:v,.:•"•,r.:: :oil•..: .^�,,,p,,, ,w�,+1,:itA:v(,A..;l,.;.,E„., .,nw .r':' ':<n.' ..0:;m1'z 40,r�,S`�.k!,4,..v ..:1..,e`:" ?0,4[r�,,-1 ,y!`,N r -.,,gM1l. ni`n "�;'Imr Y..::�,1„ .,{,AY :{l. �'Y' �CR�. ,:F.�..,, �1 YAF kV'ai'l,„+ �T. `:ai.::f'� ::';. :b;w:•Llx.� .av'.w .a'' r:St,,: ...�•rr pY� ,l;�i xk� .yp. .c,'a«t' ...A I. 6� +rl. �r4'V fl?•' h ) �':`l'$:.5?�;;'::; � '`!'�,#;a 3"'X>� as r.'� F' ..t., *.L.f:?.i.. wR, w. �:' s.;"`'.°.s,:r A'Ar;:.�V.,.r-. ,sn:: „R ':' "",'Ci'i5.::;.J'A:., •^rr;."':%., .. ..... ..... , �, •,,.;. ..b. ''1+:'`: i::;:4"ice 7� I'm J.1r. ..1. .rh•.0 ..1 y ''i. a ti ,,,,,r',K'rr` i ny ra.µ, �... ... ......�:.... , ! .. .i..+t+ �n.:. '•'7',:Ir'' . r.4�r ';k a�JC .t.''4;u i,`..°"'�n,a.• (§� :. SrL:,'4: F:' ' ,y E Sf«"'%.': �,.j, ... .... r ..�.. -,eta.,... Er �... .1.':':. :..t...t.,..,.^-,...;ram y� .Y"a`�`. ..•.AtV�1 :.+„'E`.'{. �bY*., .i0 .,F� .,..'.., a"1.f...,J:%+':.:,'::•.e..,,?.. .... „'� .,., .,ik.,.V.',. 4::a+: MJl y,.•' ' '?kX' .Yx",*P l�!,..W:' .H :.,.i.5•t -i Y, .. ,,. .i''r.. 3a_3,b • • A I''.CABIMET WITHOUT ACCESSIBLE i • y __ 'r �,_. PULL-OUT SHELF, EXTEND TOP SHELF TO P ��D� • "' 3• REAR OF CABINET. !t • ` Fo2 .mow .h1A41 rr+n / .. ••':.�;v .�.�.— ��� • • icy ` ,r- PLASTIC,LAMINATE COUNTERTOP f • . /•• . NO K BULL SG . • . • . tom ;, =._.—.:: ...:� .. • 1 � � .- OAK CHAIR RAIL • y. „ PULL�QUT ACCESSIBLE M • — --'-- ._� .�_ NTER. .. TRANSACTION COU r,..a,• DRAWER SLIDES _. `"• �. -al OAK:VENEER 3/4" SHELVES WITH , PAINT dNUC,R SPA 3/4" X 3/4"'SOLID'OAK EDGES '\ "" EVERGREEN \ r ss,,�N + OAK VENEER 3/-1--- 1:: _=.___ =_ K 3/4 R e. r. FACADE BOOK OA VENEER " INTERIO ;o �„ MATCHED • { _ . k_ FULL. Wfl 'I-INGEI HOLES• _ . }'1 —:CJAK BASE . °s •U'AK'.BASC AND''' HOE ..��� d�' • ���� _ c . \ mow_ • __ . CUTOUT TO FACILITATE PULLING OF . ..COMPUTER AND TELEPHONE,WIRES . d . W ' . 54 TRANSACTION h____ 1_1____LOPINJILE • N A50 . i" = 1r_o.a d' i • • Framing / Firestopping Inspection 'Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: J i / a S t ti. PERMIT#: _ / 2 LOCATI : 145-/!/ S , f y INSPECT ON: TYPE OF STRUCTURE: y yN/A Framing COMMENTS: ni cress 22" x 30" minimum ������ �/'�ei., 6)-- Jack Studs/Headers Bracing/Bridging J /� Joist hangers 4< / CI yf�i c� 4 C '. Jack Posts/Main Beams Exterior sheeting nailed properly , �5 o if 12" O.C. r/ Y e& Ir'9 j i'e`e` J 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 wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:18uiiding&Codes Forms-0LD\Building&Codeslinsped'ion Forrns\Framing Firestopping Inspection Report.doc Revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/fpip.,. Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: f� NAME: PERMIT#: -, LOCATION: )L��'� Sn �k INSPECT ON: ; ari TYPE OF STRUCTURE: CAR ft)ter Comments YI/ N N/A (-Ig 1 Rr Xue„,e, iy�n 4*� Monolithic Slab //`� Reinforcement in Place Re' %/ / JG 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 Fonms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM QNSTRUCTION TECHNOLOGY • s 'A iiihm,Sircct. Ilallslon LI1kc,NWV York 12019 (518)399-1848 Fax:(518)399-1913 • sF Ni MR,DAVID KENNY REPORT NUMBER: 2 :PAGE#: 1 1454 STATE ROUTE 9 INSPECTION DATE: 03/31/08 LAKE GEORGE,NEW YORK 12845 OUR FILE NUMBER: 1271.001 INSPECTOR&TEST SET: DAVE CASAW #5 ITN: MR.DAVID KENNY AMBIENT WEATHER: 40's:LT.RAIN I I COJCC r: DAYS INN: QUEENSBURY,NEW YORK OUR FILE LOCATION: 87532 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS .4(:EMENT LOCATION OF LOAD# 1 : CAR PORT PIER COLUMNS DELIVERED LOAD NUMBER: 1 RUCK NUMBER/TICKET NUMBER: 4559/ 760992 ,'ARDAGE DELIVERED/SUBTOTAL: 5.50/ 5.50 TIME CONC. BATCHED/ARRIVED: 2.40/ 3.00 !;ME PLACEMENT BEGAN/ENDED: 3.05/ 3.25 L NCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.75 :,:.13MP ON ARRIVAL (INCHES): 3.50 W1A TER ADDED ONSITE(GALLONS): 'VATS-R ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: ' ACEMI NT SLUMP(INCH) (SPEC: 3.00 - 5.00) 3.50 NTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) 5.20 I/NI-I WEIGHT (PCF) (SPEC: 145.63 !)NCRETE TEMP. (F) (SPEC: 45 - 85) 70 NUMBER OF TEST SPECIMEN CAST: 6 1 AB CYLINDER CONTROL NUMBERS 87532- 87537 DII-;CREPANCIES&REMARKS: I'LA';EA/IENT AREA REINFORCEMENT: PROPERLY SIZED,LOCATED,SPACED,LAPPED&TIED.CLEANLINESS&COVER ACCEPTABLE. LNERAL CONSTRUCTION PRACTICES: CONCRETE PROPERLY CONSOLIDATED.NO VISUAL EVIDENCE OF SEGREGATION OR COLD JOINTS. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 C I;NCRETE SUPPLIER: PALLETTE CONCRETE COMPANY CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 i:.SIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 04/01/08 EM/:NT: LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT _"EP.AE:NIT' LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 87532 04/07/08 7 95,850 3390 c ARSE AGGREGATE#2: LBS. 87533 04/07/08 7 97,100 3430 COARSE AGGREGATE#3: LBS. 87534 04/28/08 28 IINE AGGREGATE: LBS. 87535 04/28/08 28 Al:MIXTURE#1: OZS. 87536 04/28/08 28 T',.I.'MIXTURE#2: OZS. 87537 SPARE \i/I/IXTI-IRE#3: OZS. 1111 ENTRAINING AGENT: OZS. i'i-T'ORI DISTRIBUTION: I FILL 5: SUPPLIER 6: MR.D HATIN:QBD 7: i 8: RESPECTFULLY SUBMITTED,1CO N TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. /�..I< 0 :,, t- 7 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: '] NAME: PERMIT#: LOCATION: f y INSPECT ON: 5 z.. O rQ— TYPE OF STRUCTURE: Comments Y N N/A Footings Piers w -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 Vit Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg 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\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report A Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: t 3,-) am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: W. NAME: 1 / - PERMIT#: �; //�� , LOCATION: ' 4 4 -- � '; INSPECT ON: 3/Z g OS TYPE OF STRUCTURE: Comments Y N/A Footin Li V #� � c:1 ;ems N'14 �iers /� Monolithic Slab F y e,/ L. 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 Dampproofmg 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:\8uilding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM May 30 08 12:04p Ron Rucinski 518-584-5012 p.i RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski ♦ c� Ethan Peter Hall `?�G 627 Maple Avenue J�G Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email ronrr@nycap.rr.com ephall a©nycap.rr.com Special Inspection Report To: Town of Queensbury—Building Department From: Ronald Richard Rucinski Date: 30 May, 2008 Re: Additions and alterations at entrance to Clarion inn I have reviewed the installation construction for the referenced project. To the best of my knowledge and belief the work has been constructed substantially in accordance with the design drawings and is acceptable to this office. In lieu of constructing a new stair at a.new location the Owner reused the existing which was approved by this office. If there are any questions please contact our office. Ronald Richard Rucinski Architect PC D Kenny C.\ACAD\ ,dirondack Outlet Mall\Days Inn\Special Inspection Report 30 May tf$.doc 1 0` C 7 _ CHECKLIST NYS BUILDING CODE(BC) Building: NYS FIRE CODE(FC) NYS PLUMBING CODE(PC) Location: NYS MECHANICAL CODE(MC) NYS FUEL GAS CODE(FGC) Date: NYS ENERGY CODE(ECC) Reviewer: Publication Date: April 2005 COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1603.1.6 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 17 5 Type of Construction BC-Table 601 81 .---) 6 Truss I.D. 7 No.of Sleeping Units/Level BC-202 14& No.of Units-Total 31 No.of Occupants BC-Table 1003.2.2.2 201 8 Covered Malls BC-402 33 Hi-Rise (75'Rule) BC-403 36 Atriums _ BC-404 37 9 Basement Definition BC-502.1 71 (See page 8 of this check list) Legend: NR=Not Required NS=Not Shown NA=Not Applicable Note: *Non-separated occupancies impose the most restrictive requirements Page 1 of 10 No. Topic Code Page Required Actual Section No. or Allowed 10 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 11 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 12. Frontage&Sprinkler Credits Area Modifications(calc.) BC-506 74 Height Modifications BC-504 73 13. Height&Area Summary: Ht/Area Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 75 Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/F1r.x No.of Stories up to 3 maximum) 14. Fire Apparatus Road FC-503.1 29 (150'rule)Hydrant Reg. FC 508.5 31 15. 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: Page 2 of 10 No. Topic Code Page Required Actual Section No. or Allowed .. Fire Rated Construction '"'' Incidental 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 Draft Stopping BC-716.3 108 17. Space Attic Accessory&Crawl Space BC-1208 250 Min.Rm.Dimensions BC-1207.1 251 Min.Ceiling Height BC-1207.2 251 18. Ventilation(Nat.or Mech.) BC-1202.1 249 19. Light(Nat. or Mech.) BC-1204.1 250 20. Exits Remoteness BC-1004.2.2.1 218 Occupancy Load BC Table 1003.2.2.2 201 One Exit Permitted BC Table 1005.2.2 224 Stair Enclosure BC-1005.3.2 224 `! `� Emergency Egress BC-1009.1 2350 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(calc.) BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Table 1004.3.2.1 222 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 Canopies over Exits 21. 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-1003.3.3.6 215 ...)L Handrails both sides BC-1003.3.3.11 215 Guards BC 1003.3.2.12 205 Max Rise 12'with landings BC-1003.3.36 215 Platform top&bottom of BC-1003.3.3.4 214 stairs • Page 3 of 10 No. Topic Code Page Required Actual Section No. or Allowed 22. Structural Snow Loading-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 23. Interior Finishes BC-Table 803.4 161 24. Swimming Pools BC-3109 629 25. Sun Rooms BC Appendix I 693 26. Electrical _ Exit lights or Signs BC-1003.2.10 203 /u c r , Emergency Lights BC-1003.2.11.2 204 ' (Alt.-.ej, ' Emergency Power BC-2702 611 General lighting-Exits- BC-1003.2.11 204 Stairs 27. 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 Push/Pull entrances door ANSI-A117.1-1998 approach 28. SPECIAL INSPECTIONS BC-1704 379 Notes: Contacts for concrete and structural inspection Page 4 of 10 No. Topic Code Page Required Actual Section No. or Allowed 29. Fire Protection Equipment Central StationMonitoring FC-901.9 52 Sprinkler Systems FC-903 55 Other Extinguishing Syst. FC-904 59 Kitchen HoodExtinguisher FC-609.8 41 Standpipe Systems FC-905 62 Fire Extinguishers FC-906 64 Fire Alarm Systems&SD FC-907.2 66 Fire Alarm Boxes& Zones FC-907.4.1, 907.9 72,73 Smoke Detection FC-907.2.10 68 Hi-Rise Fire Safety FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73 Smoke Control FC-909 75 Smoke Vents FC-910 82 Fire Pumps FC-913 85 Basements FC-903.2.10.1 56 Fan Shutdown 30. Plumbing Code Fixture Count PC-Table 403.1 21 Drinking Fountain,Service Sink Water Supply 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: Page 5 of 10 No. Topic Code Page Required Actual Section No. Or Allowed 31. 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 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 Fan Shutdown/Alarm MC-606.2 50 System 32. 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 33. 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 34. Special Inspections BC 1704 379 35. Sound Transmission BC 1206 251 36. Ice&Snow Shield Reg. 37. No Reinforcing in Footings Notes: Page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW 1. Area Increase 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: As =Arable + (Atable X If) + (Atabke X Is)=Answer in Square Feet (BC-Pg.74) 100 100 2. Exit Capacity Calculation (Table 1003.2.3)(BC-Pg. 202) (Occupancy Load for Exit) x(Egress Width per Occupant)_(Required Width) 3. Snow Loading Calculations. (ASCE 7-98)(Eq.7-1)(pg-69)&(Eq.7-2)(pg-70) (ASCE=American Society of Civil Engineers) Pf =0.7CeCtIPg=Flat Roof Snow Load Where: Pf=Flat Roof Snow Load (Calculated Above,Answer in#per SF) Ce=Exposure Factor (BC-Table 1608.3.1)(Pg.297) Ct =Thermal Factor (BC-Table 1608.3.2)(Pg.297) I = 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 Cs=Roof Slope Factor (ASCE 7-98)(Pg.70) 4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98) 5. Seismic Calculations. (See page 10 of this list) 6. COMCheck calculations (For verification of compliance with the Energy Code) Page 7 of 10 8. GRADE PLANE: A reference plane representing the average of finished ground level adjoining the building at exterior walls. Where the finished ground level slopes away from the exterior walls,the reference plane shall be established by the lowest points within the area between the building and the lot line or,where the lot line is more than 6 feet from the building,between the building and a point 6 feet from the building. 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggregate floor area of not more than 1/3`d of the area of the room of space in which the level or levels are located. (Mezzanine area does not contribute to the building area or the height in stories but does contribute to the fire area,aggregate area). 10. SMOKE BARRIER: A continuous membrane,either vertical or horizontal,such as a wall,floor,or ceiling assembly,that is designed and constructed to restrict the movement of smoke. (Required to have a I hr.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 plan 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 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. Page 9of10 03/10/2008 15:02 HJH LLC 4 5845012Cis 1 2 Job No. 7_5Q 2 Sheet HEHAANEN ENGINEERING �.� Subject OC - rtt.rVic\ Trvr By T. don Date 1_QAo� Snow Board . Th6= 5CO lPS1 C,14e.. tt,)o$ . 27) -Cnwund Load c?q CeCtIsp =( 1,olti .2)( 1 ,61(56) - LooPs1 C \.4 - Otat-00..N pOSed ,T ecran Ccdecrpr t, (Table Itaot.3, Ct = 1,2 - unt\?ake &rLock°ce C-rab)e ) (oc• 3.2 Ts: 1, rJ - CTabte I loo9 .5) PSG Cs PI - , q5 C100Ps-4-: = S1Ps - use a Pr&I-1 CS = . 95 ( ; �. -1 -2 �SGe -1- b5, 4 cn 12 Si ope) — --_ _ ___ .._ ASCE, 1-bS- M : noc1 2 - Anati-ticat ri cecedore $75-0 Q � V- aOrnp C�� ore to-I� .-. T- I, o C o a - ‘) CakeTc11:- )non-hurc\caAo , +one LL u E S.J t czc e 'Rouc'n4 ss E co Y D� OSU( e Colt€n�oc z pi p C1 CLt Lo Zi, C 2,U t (z `� �Z�K /so C, 101j2.06) = ,10 z • z c� - v2Uo q 2 (-( 0 w;nct speed o'P C(0.5,-1 .2.) 4 ,e 3 k 2 C-, = 0, 15S ( D.5 , £n c(cx u ce - open cbZ = o, oC)75 0 tS Kit Kct U =0,00250(.1- 0,u-)( .IsSM(6109 USe : 2U P0 C,COr15eCv0.kve-) In-+ecna.1 pressor-e, G�Cp, �- G,o (o9en l uildi(C * off. cQ-5> ExkPrrvr ?ce& ce., Cp ; o (open 3ulldcr 254 Bay Rd. • Queensbury, NY 12804 • Telephone: (518) 793-7444 ■ Fax: (518) 793-7061 • E-mail: hjh @ hjhllc.com 03/10/2008 15:02 HJH LLC 4 5845012 NU.475 4112 Job No. ! Sheet No. 2 of FmE HAANEN ENGINEERING Subject_ By Date . r"Lk 1')e `Oe c\ 5tie class 0 CiL0+5.1. I - L)n '\ Sins = 'taSs - i.5C. 321- . 4` C Lcb . Ito-3sil") • 2G1 C Eck. la -3Q� :cA. = 1.5 &Table. tw15, I , ?C� S� 4 : 2,4 (TO \ S5 - .•32 C-4-icO. 1\Qt50.1� S1 = . 10 ( . +SC.Z>> sos 2j 3 S,y,S 2-I3C,�4�) _ , 2 , IL() 46) io 0, 2 Sa► - C>.22, t Sc , � 32) TS S . SDS . 37' -I$ To.- C ��n = 7 0.23 (_Ace.-1, 12, t2. t1 2 0. CL-C OZ x = a:15 = .32_ S e C 'Se C-Irwp T t 1 c�Icy 2, 1 303mic Oesi n Ccai-e Cyr 3 (T'O.\o\e ►�tto.3 c6) - �hOc4 Pe od Selc51"'ic CJS3I rl �.tp �r`� G C.To \e 110t(0.3C2•S� - \5ecor' tn0, S15 roCedofe (S�c n I co l-7,5) \J - ►. - 1 e. 7- ►, ( � I (0 5b Sas �t.1 � � ��� �2 C�u-2 � - 3 �- - ) 3 3 Cia00%e , # 5-.) vn1 - . 2 Pr.4 = to P5-4 ( '3z'. 3Z ) = 10.Z.K ut.)inc\ Lo rtc.1 = 14,-1 K > !U :2 K-- '� c3,3v er r�S 254. Bay R.d • Queensbury, NY 12804 • Telephone: (518) 793-7444 • Fax: (518) 793-7061 • E-mail: hjh®hjhlic.com . K ,V 1 ` 5. A \\ _ . ,,,,., ,. _,:.:.,:::„._,:::....,,. .:,.._,:ti,yr -...„. ;_- . . !• it.„./..„._.. , . 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IDS- �.;'''' 1 a� d _. .. 1 11� RUCINSKI HALL ARCHITECTURE ����� Ronald Richard Rucinski 5�Ethan Peter Hall 627 Maple Avenue � �Ci Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email ronrr@nycap.rr.com ephall@nycap.rr.com Clarion Inn Route 9—Queensbury—New York ADDENDUM ONE 21 March 2008 Install truss type construction placard in accord with part 1264 of 19NYCRR. Size, specification, and text to be as directed by the Fire Marshal. Locate sign at entrance to new stair towerf COMcheck Software Version 3.5.3 Envelope Compliance Certificate 2007 New York Energy Conservation Construction Code Report Date:03/20/08 Data filename:Untitled.cck Section 1: Project Information Project Type:New Construction Project Title:Clarion Inn Construction Site: Owner/Agent: Designer/Contractor: Route 9 Rucinski Hall Architecture Queensbury,NY 12804 Saratoga Springs,NY Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Goofing Degree Days(base 65 degrees F): 366 Vertical Glazing I Wall Area Pct.: 12% Building Type Floor Area Other 201 Section 3: Requirements Checklist Envelope PASSES:Design 4' better than,ode Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor Roof 1:All-Wood Joist/Rafter/Truss 201 30.0 0.0 0.035 0.051 Exterior Wall 1:Wood Frame,Any Spacing 750 21.0 0.0 0.062 0.074 Window 1:Wood Frame:Double Pane with Low-E,Clear,SHGC 72 — — 0.350 0.520 0.65 Door 1:Glass,Clear,SHGC 0.65 21 — -- 1.000 0.520 Floor 1:Slab-On-Grade:Heated,Vertical 4 ft. 44 — 10.0 — — (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage,Component Certification,and Vapor Retarder Requirements: D 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. D 2. Windows,doors,and skylights certified as meeting leakage requirements. ci 3. Component R-values&U-factors labeled as certified. 4. Insulation installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. ci 5. Fireplaces installed with tight fitting non-combustible fireplace doors. ca 6. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers. 7. Cargo doors and loading dock doors are weather sealed. 8. 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. 9. Vapor retarder installed. Project Title: Clarion Inn Report date: 03/20/08 Data filename: Untitled.cck Page 1 of 5 , Section 4: Compliance Statement 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 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.5.3 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. aer 1/2.-c-k-t • .4-, zc, 0E. Name-Title , Date Project Title:Clarion Inn Report date: 03/20/08 Data filename: Untitled.cck Page 2 of 5 COMcheck Software Versionicate 3.5.3 Interior Lighting and Power Compliance Certif 2007 New York Energy Conservation Construction Code Report Date:03/20/08 Data filename:Untitied.cck Section 1: Project Information Project Type:New Construction Project Title:Clarion Inn Construction Site: Owner/Agent: Designer/Contractor: Route 9 Rucinski Hall Architecture Queensbury,NY 12804 Saratoga Springs,NY Section 2: General Information Building Use Description by: Building Type Floor Area Other 201 Section 3: Requirements Checklist Interior Lighting: O 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 121 96 YES 0 2. Exit signs 5 Watts or less per side. Exterior Lighting: O 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting. Controls,Switching,and Wiring: 0 4. Independent controls for each space(switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. O 5. Master switch at entry to hotel/motel guest room. 0 6. Individual dwelling units separately metered. 0 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storeroom,restroom,public lobby or guest room; Areas that use less than 0.6 Watts/sq.ft. 0 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: Areas with only one luminaire,corridors,storerooms,restrooms,or public lobbies. Project Title:Clarion Inn Report date: 03/20/08 Data filename: Untitled.cck Page 3 of 5 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. 10.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts;Luminaires on emergency circuits or with no available pair. 11.Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement 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 2007 New York Energy Conservation Construction Code requirements in COMcheck Version 3.5.3 and to comply with the mandatory requirements in the Requirements Checklist. Its-PLC-14 l2.12-47....13 S'irsi 122\ 1 Za o Name-Title Signature Date Project Title:Clarion Inn Report date: 03/20/08 Data filename:Untitled.cck Page 4 of 5 COMcheck Software Version 3.5.3 11116/1 Interior Lighting Application Worksheet 2007 New York Energy Conservation Construction Code Report Date: Data filename:Untitled.cck Section 1: Allowed Lighting Power Calculation A B C D Floor Area Allowed Allowed Watts Watts I ft2 Other 201 0.6 121 Total Mowed Watts= 121 Section 2: Proposed Lighting Power Calculation A B C D E Fixture ID:Description!Lamp!Wattage Per Lamp/Ballast Lamps! #of Fixture (C X D) Fixture Fixtures Watt. Other(201 sq.ft.) Compact Fluorescent 1:Triple 4-pin 32W/Electronic 1 3 32 96 Total Proposed Watts= 96 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero,the building complies. Total Allowed Watts= 121 Total Proposed Watts= 96 Project Compliance= 25 Interior Lighting PASSES Design 20°�o better than cone. Project Title: Clarion Inn Report date: 03/20/08 Data filename: Untitled.cck Page 5 of 5