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2008-081 ,, TOWN OF QUEENSBURY wiral IOW 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 .r. Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20080081 Date Issued: Tuesday, January 12, 2010 This is to certify that work requested to be done as shown by Permit Number P20080081 has been completed. Location: 1172 STATE ROUTE 9 Tax Map Number. 523400-288-020-0001-020-000-0000 Owner. GREAT ESCAPE THEME PARK LLC Applicant GREAT ESCAPE THEME PARK LLC This structure may be occupied as a: Commercial Addition By Order of Town Board TOWN OF QUEENSBURY /'>: 4 Issuance of this Certificate of Occupancy DOES NOT relieve the I property owner of the responsibility for compliance with Site Plan, t J� , /'r `v Variance,or other issues and conditions as a result of approvals by the Director of Building&Code Enfottement Planning Board or Zoning Board of Appeals. 1�, TOWN OF QUEENSBURY coro 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080081 Application Number. A20080081 Tax Map No: 523400-288-020-0001-020-000-0000 Permission is hereby granted to: GREAT ESCAPE THEME PARK LLC For property located at: 1172 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: GREAT ESCAPE THEME PARK L PO BOX 543185 Commercial Addition $54,200.00 DALLAS, TX 75354-3185 Total Value $54,200.00 Contractor or Builder's Name/Address Electrical Inspection Agency HONEY-DO MAN 79 SHERMAN Ave QUEENSBURY, NY 12804-0000 Plans &Specifications 2008-081 Wiggles YUMMY YUMMY Cafe $100.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,March 20,2009 (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.) Jur" Dated at the wn oh sda ,March 20,2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement OFFICE USE ONLY ,S- .if ' E �n TAX MAP NO. //.,,��,, /,W� PERMIT NO. - ,-; FEES: PERMIT4'/W• RECREATION ENGINEERING vF 1 (If ap li ) , , TOWN 0 C, , ;JSBURY BUILDING & .;ODES 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.F APPLICANT/BUILDER: One.,y.to i4a Agit?"n OWNER: iECc t v / ADDRESS: 7 ��,/I Ale C. ADDRESS: / 02 1C c PHONE NOS. ,960 -4/8/0 PHONE NOS. 7?-3,100 CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: l�1/i XEP PHONE: 740100 LOCATION OF PROPERTY: iteefreedee0el.AD T.,e, tZttaf 4& 604.secetan eau SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z 0 APPLY TO YOUR z f/ 0 a C w U. U) PROJECT Si- - 0 = _ a.EL"- ,� 'L i 1- O2z w o O z C'1 1-- H OH Ww - z < a CO c\1 cn OIL F- U. a = os SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE a RETAIL- J�/ O f"• MERCANTILE /X iflaf. !?/�‘ 1. FACTORY OR """��` INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IL PN/\IA?AI r I%,AI P^In MIMI I@TI3IA1 AIAPAC r1C DI IQIMCCC• I A /1/1,4/ V. r'_/11 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? 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 Uwe 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 agr : • abo e. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoninq 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: BUI & CODES A P OVAL ZONING APPROVAL DATE DATE QUESTIONS? CALL 761-8256 OR EMAIL codes(aueensburv.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.aueensburv.net aerating Permit Issued: Yes No 6,:) ,,c,;:, - (7r/ PROJECT NAME: (, )I ,�,��~-S C, OFFICE USE ONLY (� ; STAFF INITIALS: BUILDING PERMIT SUBMISSION % DATE: CHECKLIST FOR: ` MULTIPLE DWELLING or COMMERCIAL PROJECTS ,-' 4.1 1. ! Building Permit Application Completed? ' NO 1 N /A Energy Form or CheckMate Energy Code Compliance 2' Forms Complete?(2-copies) : Energy Code Inspector's Report from Checkmate • 3 Program? 2-copies 4tx___I Septic application completely filled out? L_ I (if applicable) 5. Electrical Inspection Form complete? 6. Two (2) sets of the plans each of the following: I YES I NO N /A a. Floor plans (s)? b. Foundation plan? I I l.__---._--i-- c. Cross sections (s)? d. Elevations? 1 e. Design loads including floor, snow load, and wind • • • load? f. Seismic design (required after January 2003)? I g. Plans signed and sealed by registered architect or engineer? /( ` h. Window and door schedule? } ! l I 3 Two(2)site plans showing location of the structure to be 7 i built, location of well or water lines, location of septic 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)? p< t 9. Driveway Permit ___L_ _ Z Town of Queensbury• Community Development Office- 742 Bay Road, Queensbury, NY 12804 r OFFICE USE ONLY PROJECT NAME: ,, STAFF INITIALS: , BUILDING PERMIT SUBMISSION DATE: CHECKLIST FOR: SINGLE FAMILY DWELLING i 1. ' Building Permit Application Completed? YES NO N/A i 2 Energy Form or CheckMate Energy Code Compliance �I Forms Complete?(2-copies) 3 3 Energy Code Inspector's Report from Checkmate Program? (2-copies) 1 Septic application completely filled out? 1 (if applicable) i 5. Electrical Inspection Form complete? 6. Two (2) sets of the plans each of the following: i YES NO N /A a. Floor plans (s)? 3 b. Foundation plan? c. Cross sections (s)? i I d. Elevations? e. Window and door schedule? g. Plans signed and sealed by registered architect or engineer? h. Window and door schedule? 1 ------._T_.._.____.__ Two (2) site plans showing location of the structure to be 7. built, location of well or water lines, location of septic system or sewer line? 8. Setbacks from property lines to new structure? I 8 Setbacks to neighboring wells and septic systems, including onsite well and septic systems (if applicable)? ? 1 ' 9. Driveway Permit? 1 1 Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804 +0fs sskt, Commercial Final Inspection Report P P Office No.: (518) 761-8256 Date Inspection re+u. ;ce.. e.•• Queensbury Building&Code Enforcement Arrive: ;. Depart: am/pm 742 Bay Road,Queensbury,NNY� 12804 Inspector's Initia s. �I` NAME: �r�'G�.- E e PERMIT,/ 03 / LOCATION: DATE: +i" , = r —‘O fvy Um vr� 7 COMMENTS: Y N NA e>cp 3 zo o r Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq. ft. All Doors 36 in. w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors 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 V2 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 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 _ \ tj Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspectio u r : ` c Queensbury Building &Code Enforcement Arrive: a m Depart: ' "T- •m 742 Bay Road, Queensbury, NY 1 804 Inspector's initials: 4- NAME: .r. . .�:� � L` e0 PERMI Obk LOCATI r/i '- gym. ` DATE: t/ COM NTS: Y N NA Chimney I"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 l Exterior Banisters 4 in. Spacing Platform i 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 1 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" �'S) Handicapped Ramp/Handrails Continuous/12 in. Beyond[Both sides] Active Listening System and Signage Assembly Space _ �� Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure I Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway 4' Water Fountain or Cooler Building Access All Sides by 20'I Driveable Surface 20'wide Okay To Issue Temp. or Permanent CIO Okay To Issue C/C L:\Building&Codes ForrristBuilding&Codes\inspec lion Forms\Commercial Final Inspection Report.doc Revised January 7,2008 9y JV Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd t11 Permit No. Ub `,a ii Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: 5 /�t vv° Time: Phone: (518)761-8206 Business Name: '6611. 01 / 54,4 Fax: (518)745-4437 Location: /773 Type of Inspection N/A Yes No EXITS: Exit Access " — COMMENTS Exit Enclosure �+ Exit Discharge s AISLES: Main Aisle Width Secondary Aisle Width 3- EXIT SIGNAGE Sign-normal •r Sign-battery ,a- EVAC signs in rooms A- TRUSS ID SIGNAGE ,t. EMERGENCY LIGHTING ± FIRE EXTINGUISHER: �'�' Hung ..}--- 1 - A 1 ' / n at7�f Inspection of extinguisher fi / FIRE ALARM SYSTEM /// Fan Shutdown Fire Sprinkler System t j�� 9re Suppression-kitchen ► ,A, �' /17 7 j��'1 ('r'�� i Fire Suppression-Gas Islan ..- kree Generator t- "9"./7.5rie"--‘ Hood Installation -- Elevator r t Interior Finishes 4ikw C i1,11 y Storage ! Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.Signage-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan ci pproved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) .tie9c Denied / call for Recheck Inspec 8y: L:\FireMarshal\New Folder\permitto occupyform.doc Inspection. for Permit to Occupy /`�'_ �- Ike Mcnhad's OtHce Request Rec'd Permit No. (� �� 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 kupochon N/A ro: No EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Si —normal Sign-batter EVAC si ns in rooms TRUSS ID SIGNAGE Zz EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher FIRE ALARM SYSTEM Fan Shutdown 1 / Fire Sprinkler System fire Suppression—kitchen / Fire Suppression—Gas Islan Generator ^ Hood Installation "� l p; `w r"r a 1 y Elevator Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.Si na e—Utility Rooms No Smoking Signs Maximum OcSy2ancy Sign Emer enc acuation Plan Approved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) v Denied / call for Recheck f �. .. Inspected By: L:\FireMarshal\New Folder\permitto occupyform.doc Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pipm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: ` }JfV NAME: ! U°� UJi '` ( - ~C PERMIT#: 'V LOCATION: / -- 0 / DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Throul Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent ■■ Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. S.acin: Platform/Decks Stair Handrail 34 in.—38 in. /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 Site1111111 Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 'h 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/Parkin! Lot Si l na:e Public Toilet Room Handicapped Accessible ■�■ Handicapped Service Counters, 34 in.,Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond [Both sides] ■� Active Listening System and Si:na:e Assembl S.ace Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if re . As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler r Building Access All Sides by 20' /Driveable Surface 20'wide / 4,e-e/ cJfrticl,,z I Okay To Issue Temp. or Permanent C/O / ipte- LABuilding Okay To Issue C/C � ` #&Codes Forms\Building& Codes\Inspection Forms\Commercial Final Inspection Report.doc JARRETT-MARTIN ENGINEERS, PLLC H.Thomas Jarrett,P.E. Professional Engineering Kenneth Martin, P.E. Final Report of Special Inspections Date: May 7,2008 Project: JME#01-054.03 Yummy Yummy Café Location: Wiggles World—The Great Escape Owner: The Great Escape Owner's Mailing Address: P.O.box 511 Lake George,NY 12845 Owner's Physical Address: 1172 NYS Route 9 Queensbury,NY 12804 Structural Engineer of Record: Jarrett-Martin Engineers, PLLC 12 E.Washington St. Glens Falls,NY 12801 To the best of my information, knowledge and belief, the Special Inspections required for this project have been performed and all completed structural work has been substantially in accordance with the building design drawings prepared by Jarrett-Martin Engineers,PLLC and the New York State Building Code. Comments: • `Record' drawings of constructed building to be provided. • Walk-in cooler(by others)rotated 90°clockwise. • Interior access door to walk-in cooler removed. • Exhaust hood ductwork insulation, minor modification. Provided, fully welded ductwork, wrapped with 1" thick mineral wool insulation, insulation covered with galvanized metal wrapping. Full height of exhaust duct. Respectfully Submitted, Jarrett-Martin Engineers,PLLC(Special Inspector) ,tioFNE 67, Kenneth A,Martin,P.E. e� !II �irr' Principal t'`� ' �,0703" ÷& RopESSiov1P1' Kenn-n . i 1 P.E.#74334 F:\DataFile12001 Project Files\Great Escape 2001 Ptojects\01-054 Great Escape Venues\01-054.03 Yummy Yummy Cafe\E Submissions\01054.03 080507 Final R.of spec.insp..doc 12 East.Washington St.,Glens Falls,NY 12801 518-792-2907/518-798-1864 Fax Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r- ce'•. Queensbury Building &Code Enforcement Arrive: -2t> a di a, . t: 7 30 a ''pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initial . NAME: c ( U 4TN:1) TYPE OF STRUCTURE: Y N N/AJ Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place 1 '/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant -- Z i Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: � � -To �g..z, C;)E_ Zz° " ACci54 STK1\ b ti‘‘) Rough Plumbing Insulation Repoatrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Foundation Inspection Report Office No.(518)761-8256 Date Inspection r- 2- ved: - F- Queensbury Building&Code Enforcement Arrive: )„.:4CLi9 'p -part: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial-i,00 NAME: IA ') PERMIT#: LOCATION: INSPECT ON: `Tlite°.. ?terL--d )F TYPE OF STRUCTURE: VCComments i� . - Y N N/A Footings a " > 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/Walipour 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\Inspection Farms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM c2 c( 7—i Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Ins • • -- • •est '-•- •: e- Queensbury Building &Code Enforcement Arrive: t - pm ► -part: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: , _./� yL'i v. � A OVoi NAME: C/--� PERMIT#: LOCATION: INSPECT ON: l y, l� 3-6UV TYPE OF STRUCTURE: ,.)K.' eJ (n) Y ` N N/ACOMMENTS: ss 22" x 30" minimum ✓ -� Jack Studs/Headers 17 ram'.°'V'� y Bracing I Bridging Cs)\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) 18D 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:1Bui ding&Codes Forms-OLDOokling&CodesUnspection Fom s\Framsng Firestopping Inspection Report.doc Revised January 7,2008 (2 too) -s 7() Rough Plumbing I Insulation Inspe tion Report Office No. (518)761-8256 Date Inspectio. 2-io«.- ''red: Queensbury Building & Code Enforcement Arrive: Z -Q a- pa -part:7).7 ) a 742 Bay Road, Queensbury, NY 12804 Inspector's NAME: bt/r o U Y /f7 Gcke7 PE" IT#: e---cs LOCATION: t / INSPECT ON: - TYPE OF STRUCTURE: Y N NIA j Rough Plumbing / ail Plates Plumbin V Vents in Place ini minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test nt He P.S . or 10 ft. above highest connection for 15 minutes P ure 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 1 Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly I 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 Ins. -. . -•.: Queensbury Building &Code Enforcement Arrive: ' ; tt. ' i r - -3:W 742 BayRoad, Queensbu NY 12804 Inspector's Inrtra - � rY, � r •lr NAME: yur.Kylk.. .4I ` . 0 RMIT#: 1 LOCATION: Ce NSPECT ON: E PE OF STRUCTURE: Y N NIA COMMENTS: , I ) Forming uic Ass 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 '/2(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center / Ice and water shield 24 inches from wall t/ Fire separation 1, 2, 3 hour we 2, 3, 4h r Fwestopping - Penetra ' aled inch insulation in cavity min. Garage Fire Separation House side'A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Building&Codes Fonns-OLD\Building&CodesUnspection Forms%Framing Firestopping Inspection Reportdoc Revised January 7,2Q08 (ker„.„.07 /-3 /flo4'7 . Foundation Inspection Report Office No.(518)761-8256 Date Ins. cti• r-• ved: Queensbury Building&Code Enforcement Arrive: ,1 / p./ •0 t.-part: 12: b 742 Bay Rd.,Queensburyy,NY 12844 Inspector's Initi 4i NAME: ,.�=�..:�Y..:�.. `� ' 'ERMIT#: 08-1 LOCATION: / , AIT INSPECT ON: -- 0 a TYPE OF STRUCTURE: Comments ti Y N Footings CISM.,� Monolithi lab enforcement in Place The contractor is responsible for providing protection from freezing 1 y �� 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 m od ) 2-4 7 )rcy Rough Plum ing I Insulation InspectionReport Office No. (518) 761-8256 Date Inspection requ A!iv- • Queensbury Building &Code Enforcement Arrive: Z�� > a �� .• _ b. a 1 +� 742 Bay Road, Queensbury, NY 12804 Inspector's Initial . NAME: (; 1 L-----SS PE #: 0 '" / LOCATION: Gam/ IT ( INSPECT ON: 1-r 3...-0er ypit, TYPE OF STRUCTURE: f)sv&yr.�. N7 $ r Y N/A j 1 Rough Plumbing / N I Plates `x r 3 Plumbing Ven nts in Place minimum Drain Size _-,"''"� ,-.*. Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation/Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003,revised February 15,2005, revised January 7,2008 RJARRETT - MARTIN ENGINEERS, PLLC J,0I-Q1.O3 71C. PROFESSIONAL ENGINEERING " Sheet# d. of 12 East Washington Street Calculated by Iere"_ Date t—k— Glens Falls, New York 12801 Checked by Date 518-792-2907 Fax 518-798-1864 Scale Li ' yin _. 4.t4t1._. it .. .. Yz ÷ * IS r DL . . 1 5 4. 5.4.$ ,24) . S :elf i , Ls, .):, ..------' 4.s06, 5 .1 • , -1)=.5.4,n0.1.N..e. ! sat_.1 _tc.,-,0 .\ki-GP) ' 5., .p.Js ; . _ _ .. Archon Snow Loads INPUT DATA: Ground snow load=60.0 psf Type of Roof is Hip or Gable Roof slope angle= 22.6 Deg. Importance Category=II Exposure Category=B Structure is Partially Exposed Roof thermal condition is Cold Roof Roof is Unheated Roof surface is slippery FACTORS: Exposure factor(Ce)= 1.00 Importance factor(I) = 1.00 Thermal factor(Ct) = 1.20 Slope factor(Cs)=0.86 Unit weight of snow=21.8pcf Ground Snow Load=60.0 psf SNOW LOADS: Gable or Hip Roofs. Balanced Loading: Uniform load over entire roof=43.4 psf Unbalanced Loading: No load on one side of roof. Uniform load on other side=56.5 psf STRUCTURAL DESIGN _ It 50 5Q . vim' _J70 ? w .60„ le _, i ili , - . �YA0ARJ1. GAt �� '� ..... rifrjo....pNr�lrsriktraioiiwisiprok,„Ill q rigNiiiiiir°.16W4i iiig _ s 40 piiro.,,,i- 11110 50 $ . suwwasiii, mi ...A. • y • 4 df.. , . . . , , $ . . For Si: 1 foot=304.8 mm.1 pound per square foot=0.0479 kN/m2. FIGURE 16082 I GROUND SNOW LOADS,pq,FOR NEW YORK STATE(psf) GROUND SNOW LOADS AT ELEVATIONS ABOVE 1000 FEET SHALL BE INCREASED BY 2 PSF FOR EVERY 100 FEET ABOVE ELEVATION 1000 FEET 274 BUILDING CODE OF NEW YORK STATE STRUCTURAL DESIGN TABLE 1609.6.2.1(2) NET DESIGN WIND PRESSURE(COMPONENT AND CLADDING),p (Exposure B at h=30 feet with I.=1.0)(psf) EFFECTIVE BASIC WIND SPEED V(mph-3-second gust) WIND ZONE AREA 85 90 100 _ 110 120 130 140 150 170 1 10 5.3 -13.0_ 5.9 _14.6 7.3 -18.0 8.9 -21.8 10.5 -25.9 12.4 -30.4 14.3 -35.3 16.5 -40.5 21.1 -52.0 1 20 5.0 -12.7 5.6 -14.2 6.9 -17.5 8.3 -21.2 9.9 -25.2^1t.6 -29.6 13.4 -34.4 15.4 -39.4 19.8 -50.7 1 50 4.5 -12.2 5.1 -13.7 `6.3 -16.9 7.6 -20.5 9.0 -24.4r10.6 -28.6 12.3 -33.2 14.1 -38.1 18.1 -48.9 m 1 100 4.2 -11.9 4.7 -13.3 5.8 -16.5 7.0 -19.9 8.3 -23.7 9.8 -27.8 11.4 -32.3 13.0 -37.0 16.7 -47.6 w - 2 10 5.3 -21.8 5.9 -24.4_ 7.3 -30.2 8.9 -36.5 10.5 -43.5 12.4 -51.0 14.3 -59.2 16.5 -67.9 21.1 -87.2 4 2 20 5.0 -19.5 5.6 -21.8 6.9 -27.0 8.3 -32.6 9.9 -38.8 11.6 -45.6 13.4 -52.9 15.4 -60.7 19.8 -78.0 2 2 50 4.5 -16.4 5.1 -18.4 6.3 -22.7 7.6 -27.5 9.0 -32.7 10.6 -38.4 _12.3 -44.5 14.1 -51.1 18.1 -65.7 coti - 0 2 100 4.2 -14.1 _4.7 -15.8 5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2 13.0 43.9 16.7'-56.4 m 3 10 5.3 -32.8_ 5.9 -36.8 7.3 ,-45.4_ 8.9 -55.0 10.5 -65.4 12.4 -76.8 14.3 -89.0 16.5 -102.2 21.1 -131.3 3 20 5.0 -27.2 5.6 -30.5 6.9 -37.6 8.3 45.5 9.9 -54.2 11.6 -63.6 13.4 -73.8 15.4 -84.7 19.8 -108.7 3 so 4.5 -19.7 5.1 -22.1 6.3 --27.3 7.6 -33.1 9.0 -39.3 10.6 -46.2 12.3 -53.5 14.1 -61.5 18.1 -78.9 3 100 4.2 -14.1 4.7 -15.8_5.8 -19.5 7.0 -23.6 8.3 -28.1 9.8 -33.0 11.4 -38.2_ 13.0 -43.9 16.7 -56.4 1 10 75 -11.9 8.4 -13.3 10.4 -16.5 12.5 -19.9 14.9 4_-23.7 17.5 -27.8 20.3 -32.3 23.3 -37.0 30.0 -47.6 1 20 6.8 -11.6 7.7 -13.0 9.4 -16.0 11.4 -19.4 13.6 -23.0 16.0 -27.0 18.5 -31.4 21.3 -36.0 27.3 -46.3 1 50 6.0 4_-11.1 6.7 -12.5 8.2 1 -15.4 10.0 -18.6 11.9 _-22.2 13.9 -26.0 _16,1 -30.2 18.5 -34.6 23.8 -44.5 0 1 100 5.3 -10.8 5.9 -12.1 7.3 -14.9 8.9 -18.1 10.5 -21.5 12.4 -25.2 14.3 -29.3 16.5 -33.6 21.1 43.2 2 CO 0 2 10 7.5 -20.7,8.4 -23.2 10.4 -28.7_12.5 -34.7 14.9 1-41.3 1?.5 -48.4 20.3 -56.2 23.3 -64.5 30.0 -82.8 r- 2 20 6.8 -19.0 7.7 -21.4 9.4 -26.4 r 11.4 -31.9 13.6--38.0_ 16.0 -44.6 18.5 -51.7 21.3 -59.3 27.3 -76.2 2 2 50 6.0 -16.9 6.7 --18.9 8.2 -23.3- 10.0 -28.2 11.9 4-33.6 13.9 -39.4 16.1 -45.7 18.5 -52.5 23.8 _67.4 2 100 5.3 -15.2 5.9 -17.0 7.3 -21.0 8.9 -25.5,_10.5 -30.3 12.4 -35.6 14.3 -41.2 16.5 -47.3 21.1 -60.8 ("5 - re 3 10 7.5 -30.6 8.4 -34.3_ 10.4 -42.4 12.5 -51.3 14.9 -61.0 17.5 -71.6 20.3 -83.1 23.3 -95.4 30.0 -1225 3 20 6.8 -28.6 7.7 _-32.1 9.4 -39.6 11.4 -47.9 13.6 -57.1 16.0 -67.0 18.5 -77.7 21.3 -89.2 27.3 -114.5 3 50 6.0 , -26.0 6.7 -29.1 8.2 -36.0 _10.0 -43.5_ 11.9 -51.8 13.9 -60.8 16.1 -705 18.5 -81.0 23.8 -104.0 3 100 5.3_ -24.0 5.9 -26.9 7.3 -33.2 8.9 -40.2 10.5 -47.9 12.4 -56.2 14.3 -65.1 16.5 -74.8 21.1 -96.0 1 10 11.9_-13.0 _13.3_-14.6 16.5 -18.0 19.9 -21.8_23.7 -25.9 27.8 -30.4 32.3 -35.3_37.0 -40.5 47.6 -52.0 1 20 11.6 -12.3 13.0 -13,8 16.0 _-17.1 19.4 -20.7 23.0 -24.6_27.0-1-28.9 31.4 -33.5 36.0 -38.4 46.3 -49.3 1 50 11.1 -115 _12.5_ -12.8 15.4 -15.9- 18.6 -19.2 22.2 -22.8 26.0 -26.8 30.2 -31.1 34.6 -35.7 44.5 -45.8 s 1 too 10.8 -10.8w 12.1 -12.1 14.9 -14.9 18.1 -18.1 21.5 -21.5 25.2--25.2_29.3 -29.3 33.6 -33.6 43.2 -43.2 roe 2 10 11.9 -15.2 13.3 -17.0 16.5 -21.0 19.9 -25.5 23.7 -30.3 27.8 -35.6 32.3 -41.2 37.0 -47.3 47.6 -60.8 ts 4 2 20 11.6 -14,5 13.0 -16.3_16.0 -20.1 19.4 -24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 36.0 -45.3 46.3 -58.1 2 2 50 11.1 -13.7 12.5 -15.3 15.4 -18,9 18.6 -22.9.._22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 -54.6 a 2 100 10.8 -13.0 12.1 -14.6 14.9,-18,0 18.1 _-21.8_21.5 -25.9 25.2 30.4 29.3 -35.3 33.6 -40.5 43.2 -52.0 000 3 10 11.9 -15.2 13.3 -17.0_ 16.5 -21.0 19.9 -25.5 23.7 r-30.3 27.8 -35.6 32.3_-41.2 37.0 -47.3 47.6 -60.8 3 20 11.6 -14.5 13.0 -16.3_ 16.0 i -20.1 19.4 _-24.3 23.0 -29.0 27.0 -34.0 31.4 -39.4 L 36.0 -45.3 46.3 -58.1 3 50 11.1 -13.7 1 12.5 _45.3_ 15.4 -18.9 18.6 -22.9 22.2 -27.2 26.0 -32.0 30.2 -37.1 34.6 -42.5 44.5 _-54.6_ 3 lao 10.8 -13.0 12,1 -14.6 14.9 -18.0 18.1 -21.8 21.5 -25.9 25.2 -30.4 29.3 -35.3 33.6 -40.5 43.2 -52.0 7- - - 4 10 13.0 -14.1 14.6 -15.8 18.0 -19.5 2 t.8 -23.6 25.9--28.1 30.4 -33.0 35.3 -38.2 40.5 -43.9 52.0 -56.4 4 20 12.4 -13.5 13.9 _15.i 17.2 -18.7_20.8 -22.6 24.7 -26.9 29.0 -31.6_33.7 -36.7 38,7 -42.1 49.6 -54.1 4 50 11.6 -12,7 13.0 -14.3`16.1 -17.6 19.5 -21.3 23.2 -25.4_ 27.2 -29.8 31.6 -34.61 36.2 -39.7 46.6 -51.0_ 4 100 11.l _12.2 12.4 _-13.6 15.3 -16.8 18.5_-20.4 22.0 -24.2 25.9 -28.4_30.0_-33.0 34.4 -37.8 44.2 -48.6 4 500 9.7 -10.8 10.9 _-12.1 13.4 -14.9 16.2 -18.1 _19.3_-21.5 22.7 -25.2_26.3 -29.3 30.2 -33.6 38.8 -43.2 3 5 10 13.0 -17.4 14.6 -19.5 18.0 -24.1 21.8 -29.1 25.9, -34.7 30.4_-40.7, 35.3 --47.2 40.5 -54.2 52.0 -69.6 5 20 12.4 -16.2 _13.9 -18.2 17.2 _-22.5 20.8 -27.2_24.7 -32.4 29.0_38.0 33.7- -44.0_38.7 _-50.5 49.6 -64.9 5 50 11.6, -14.7 J 13.0`16.5 16.1 _-20.3 19.5 -24.6 23.2_-29.3 272 1_-34.3 31.6 -39.8 36.2 -45.7 46.6 -58.7 5 100 11.t -13.5 12.4 -15.1 15.3 _-18.7 18.5 _-22.6_22.0 -26.9 25.9 -31.6 . 30.0 -36.7 34.4 -42.1 44.2 -54.1 5 500 _ 9.7 -10.8_ 10.9 -12.1 13.4 -14.9 _ 16.2 -18.1 19.3 -21.5 22.7 -25.2 26.3 -29.3 30.2 -33.6 38.8 -43.2 For SI: 1 foot=304.8 mm, 1 degree=0.0174 rad,I mile per hour=0.44 m/s,t pound per square foot=47.9 N/tt2. NOTE:For effective areas between those given above,the load is permitted to be interpolated,otherwise use the load associated with the lower effective area. 282 BUILDING CODE OF NEW YORK STATE STRUCTURAL DESIGN TABLE 1609.6.2.1(1) _ SIMPLIFIED DESIGN WIND PRESSURE(MAIN WINDFORCE-RESISTING SYSTEM),pa,(Exposure Bath=30 feet with I.=1.0)(psf) BASIC ZONES VIAND ROOF ROOF Horizontal Pressures Vertical Pressures Overhangs SPEED ANGLE RISE IN LOAD - (mph) (degrees) 12" CASE A B C D E F G H Eon Gnu 0 to 5° Flat 1 11.5 -5.9 7.6 -3.5 -13.8 -7.8 -9.6 -6.1 -19.3 -15.1 (0° 2 1 12.9 -5.4 8.6 -3.1 -13.8 -8.4 -9.6 -6.5 -19.3 -15.1 15° 3 1 14.4 -4.8 9.6 -2.7 -13.8 -9.0 -9.6 -6.9 -19.3 -15.1 8.5 20° 4 1 15.9 _ -4.2 10.6 -2.3 -13.8 - -9.6 -9.6 -7.3 -19.3 -15.1 1 14.4 2.3 10.4 2.4 -6.4 -8.7 -4.6 -7.0 -11.9 -10.1 25° 6 _ _ 2 - - - - -2.4 -4.7 -0.7 -3.0 - - 30°to 45° 7 to 12 1 12.9 8.8 10.2 7.0 1.0 -7.8 0.3 -6.7 -4.5 -5.2 2 _ 12.9 8.8 10.2 7.0 5.0 -3.9 4.3 -2.8 -4.5 -5.2 0 to 5° Flat 1 12.8 -6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 1 10° 2 _ 1 14.5 -6.0 9.6 -3.5 -15.4 -9.4 -10.7 <7.2 -21.6 -16.9 15° 3 1 16.1 -5.4 10.7 -3.0 -15.4 -10.1 -10.7 -7.7 -21.6 -16.9 90 20° 4 1 17.8 -4.7 11.9 -2.6 -15.4 -10.7 -10.7 -8.1 -21.6 -16.9 ZS° 6 1 16.1 ' 2.6 11.7 2-7 -7.2 4 -9.8 -5.2 -7.8 -13.3 -11.4 2 - - _ - - -2.7 -5.3 -0.7 -3.4 - - 30°to 45° 7 to 12 1 14.4 9.9 11.5 7.9 1.1 -8.8 0.4 -7.5 -5.1 -5.8 2 14.4 9.9 11.5 7.9 5.6 4.3 4.8 -3.1 -5.1 -5.8 0 to 5° Flat 1 15.9 _ -8.2 10.5 -4.9 -19.1 -10.8 -13.3 -8.4 -26.7 -20.9 10° 2 1 17.9 -7.4 , 11.9 l -4.3 -19.1 -11.6 -13.3 -8.9 -26.7 -20.9 15° 3 1 19.9 -6.6 13.3 -3.8 -19.1 -12.4 -13.3 -9.5 -26.7 -20.9 100 20° 4 1 _ 22.0 -5.8 14.6 -3.2 -19.1 _ -13.3 -13.3 -10.1 -26.7 -20.9 6 1 19.9 3.2 14.4 3.3 -8.8 -12.0 -6.4 -9.7 -16.5 -14.0 2 - - - - -3.4 -6.6 -0.9 -4.2 - - 30°to 45° 7 to 12 1 17.8 12.2 14.2 9.8 1.4 -10.8 0.5 -9.3 -6.3 -7.2 2 _ 17.8 12.2 14.2 9.8 6.9 -5.3 5.9 -3.8 -6.3 -7.2 0 to 5° Flat 1 19.2 -10.0 12.7 _ -5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 10° 2 1 21.6 -9.0 14.4 -5.2 -23.1 -14.1 -16.0 -10.8 -32.3 -25.3 15° 3 1 _ 24.1 -8.0 16.0 -4.6 -23.1 -15.1 -16.0 -11.5 -32.3 -25.3 110 20° 4 1 26.6 -7.0 r 17.7 -3.9 -23.1 -16.0 _ -16.0 -12.2 -32.3 -25.3 25° 6 1 24.1 3.9 17.4 4.0 -10.7 -14.6 -7.7 -11.7 -19.9 -17.0 2 - - - - -4.1 -7.9 -1.1 -5.1 - - - 30°to45° 7io121 1 21.6 14.8 17.2 11.8 1.7 -13.1 0.6 -11.3 -7.6 -8.7 2 2 L6 14.8 17.2 11.8 8.3 -6.5 7.2 -4.6 -7.6 -8.7 0 to 5° Flat 1 22.8 _ -11.9 15.1 -7.0 -27.4 -15.6 -19.1 -12.1 -38.4 -30.1 10° 2 1 _ 25.8 -10.7 17.1 -6.2 -27.4 -16.8 -L9.1 -12.9 -38.4 -30.1 15° 3 1 28.7 -9.5 19.1 -5.4 -27.4 -17.9 -19.1 -13.7 -38.4 -30.1 120 20° 4 1 _ 31.6 , -8.3 - 21.1 -4.6 , -27.4 T -19.1 -19.1 -14.5 -38.4 -30.1 25° 6 1 28.6 4.6 20.7 4.7 -12.7 -17.3 -9.2 -13.9 -23.7 -20.2 2 - - - - -4.8 -9.4 -1.3 -6.0 - - 30°to 45' 7 to 12 1 25.7 17.6 20.4 14.0 2.0 -15.6 0.7 -13.4 -9.0 -10.3 2 25.7 17.6 20.4 _ 14.0 9.9 _ -7.7 8.6 -5.5 -9.0 -10.3 0 to 5° Flat - 1 26.8 -13.9 17.8 _ -8.2 - -32.2 -18.3 -22.4 -14.2 45.1 -35.3 10° 2 1 30.2 -12.5 20.1 -7.3 -32.2 -19.7 -22.4 -15.1 -45.1 -35.3 15° 3 1 33.7 -11.2 22.4 -6.4 _ -32.2 -21.0 _ -22.4 -16.1 -45.1 -35.3 130 20° 4 1 37.1 9.8 _ 24.7 -5.4 -32.2 -22.4 -22.4 -17.0 -45.1 -35.3 �, 6 1 33.6 5.4 24.3 5.5 -14.9 -20.4 -10.8 -16.4 -27.8 -23.7 2 - - - - -5.7 -11.1 -1.5 -7.1 - - 30°to 45° 7 to 12 1 30.1 20.6 24.0 16.5 2.3 -18.3 0.8 -15.7 -10.6 -12.1 2 30.1 20.6 24.0 16.5 11.6 -9.0 10.0 -6.4 -10.6 -12.1 continued 280 BUILDING CODE OF NEW YORK STATE 123? ,2 r___0 / 1011016. 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