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2011-294
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20 , 0294 Date Issued: Friday, January. 06, 2012 This is to certify that work requested to be done as shown by Permit Number P20110294 has been completed. Location: 66 CAREY Rd Tax Map Number: 523400-308-020-0001-006-000-0000 Owner: NORTHEAST POWER REALTY, LLC Applicant: NORTHEAST POWER SYSTEMS INC This structure may be occupied as a: Commercial Addition By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan,Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. T TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20110294 Application Number: A20110294 Tax Map No: 523400-308-020-0001-006-000-0000 Permission is hereby granted to: NORTHEAST POWER SYSTEMS INC For property located at: 66 CAREY Rd 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. Tyne of Construction Value Owner Address: NORTHEAST POWER SYSTEMS D 66 CAREY Rd Commercial Addition $1,000,000.00 QUEENSBURY NY 12804-0000 Total Value $1,000,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&'Specifications 2011-294 12400 sq ft commercial addition $2,852.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,July 26,2012 (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 Towif ueensbu fi Tttiesd ly 26,2011 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement HIECOPY -1-1-1------I---- _1 O OFFICE USE ONLY 2 , TAX-TVIAP NO. PERMIT NO. _ 00 -��r SUN, FEES: PERPi11T RECREATION ENGINEERING ` (If applicable) 1. ----------------_._.______.____________.__.---------------___ ...-r ,4 ____ SUIL ENSSU y PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPR & �IlilGx PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: NORTHEAST POWER SYSTEMS, INC. OWNER: ADDRESS: 66 CAREY ROAD ADDRESS: PHONE NOS. (518) 792-4776 PHONE NOS. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: PETER STECIUK PHONE: (518) 792-4776 LOCATION OF PROPERTY: 66 CAREY ROAD, CAREY INDUSTRIAL PARK HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? FNI YES ❑ NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: SP 23-2011 PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR z 0' Of O d c� Uj LL cn PROJECT � � 00 � OJT � J 0 = = z Q Q d NU) 0L U_ a- = 06 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL X 12,400 20 ' -2" 'ATTACHED GARAGE(1,2,3) OTHER Town of Queensbury* Community Development Office *742 Bay Road, Queensbury NY 12804 t Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: NORTHEAST POWER SYSTEMS, INC. ESTIMATED CONSTRUCTION COST: $1,000,000.00 FUEL TYPE: NATURAL GAS HEAT TYPE: GAS *HOW MANY FIREPLACE(S): a AND/OR WOODSTOVES(S): o UNIT HEATERS ZONING CATEGORY: CLI ARE THERE WETLANDS ON THIS SITE? NO IS THIS A HISTORIC SITE? NO PROPOSED USE OF BUILDING OR ADDITION: INDUSTRIAL, ASSEMBLY OF ELECTRICAL EQUIPMENT ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? NO ARE THERE EASEMENTS ON PROPERTY? NO 'Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the ab ve. Signed /J 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) Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 , 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: , BUILD G CO E P ROYAL ; ZONING APPROVAL ; DATP ; DATE 01 QUESTIONS 1 CALL 761-8256 OR EMAIL codesCcDgueensbury.net Office Use OnIV VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: A Special Conditions: Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 OFFICE USE ONLY TAX MAP NO. PERMIT NO. PERMIT FEE 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: NORTHEAST POWER SYSTEMS, INC. INSTALLER: ADDRESS: 66 CAREY ROAD ADDRESS: PHONE NOS. (518) 792-4776 PHONE NOS. LOCATION OF INSTALLATION: 66 CAREY ROAD, CAREY INDUSTRIAL PARK RESIDENCE INFORMATION: YEAR BUILT NO.OF X COMPUTATION = TOTAL DAILY FLOW BEDROOMS Gallons per bedroom GARBAGE GRINDER 1980 or older X 150 = INSTALLED? 1981 -1991 X 130 = SPA OR HOT TUB 1992-present X 110 = INSTALLED? PARCEL INFORMATION: 15 FUTURE EMPLOYEES, 1 SHIFT PER DAY 25 GPD x 15 EMPLOYEES = 375 GPD ✓ TOPOGRAPHY: FLAT ROLLING X STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND X LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? > 9.5' ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? > 9.5' ✓ DOMESTIC WATER SUPLY: MUNICIPAL X WELL (If well:water supply from any septic system absorption is: ft) ✓ PERCOLATION TEST: RATE IS 1 PER MIINUTE PER INCH[mpi] (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 approved subdivision). TANK SIZE: 1,000 GALLON(MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,spa or whirlpool tub. SYSTEM TYPE: ❑ABSORPTION FIELD(WITH NO. 2 STONE) Total length ft. Each trench X ❑ SEEPAGE PIT(S)(WITH NO.3 STONE) How many? Size? IN ALTERNATIVE SYSTEM Bed orothertype? 12' x 35' ABSORPTION BED (420 SF TOTAL) ❑ HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM 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 permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations with respect to this application and agree to abide by these and all equirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL Sanitary S e s sal `rd' ance. codes(cD queens bury.net VISIT OUR WEBSITE FOR MORE INFORMATION Signature of Pe son esponsible Date www.aueensbury.net Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 �10 OFFICE USE ONLY , i AX iNIAP ENO. PERMIT N FEES- PER;.MI T RECREATION ENGI`iEER WIG , (if applicable) �• J PRINCIPAL STRUCTURE: APPLICATION FOR ZONING AP R PERMIT DINGA&-ODES A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: NORTHEAST POWER SYSTEMS, INC. OWNER: ADDRESS: 66 CAREY ROAD ADDRESS: PHONE NOS. (518) 792-4776 PHONE NOS. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE: PETER STECIUK PHONE: (519) 792-4776 LOCATION OF PROPERTY: 66 CAREY ROAD, CAREY INDUSTRIAL PARK HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? Z YES ❑ NO IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: SP 23-2011 PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR z 0 CJ o L PROJECT O O � C J p = _ z z Q Q � U) N0 OU_ I--OL CL 06 SINGLE FAMILY 1 TO/0-FAMILY I I f MULTI-FAMILY ` (NO.of UNITS } TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL II X I 12, 400 i J 201 -211 ( ATTACHED GARAGE(1,2.3) OTHER Town of Queensbury * Community Development Office ` 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 y IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: NORTHEAST POWER SYSTEMS, INC. ESTIMATED CONSTRUCTION COST: $1,000,000.00 FUELTYPE: NATURAL GAS HEAT TYPE: GAS *HOVE/ MANY FIREPLACE(S): o AND/ OR WOODSTOVES(S): o UNIT HEATERS ZONING CATEGORY: CLI ARE THERE WETLANDS ON THIS SITE? NO IS THIS A HISTORIC SITE? No PROPOSED USE OF BUILDING OR ADDITION: INDUSTRIAL, ASSEMBLY or ELECTRICAL EQUIPMENT ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? No ARE THERE EASEMENTS ON PROPERTY? NO *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that ail 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 Vbve. Signed l! �*�f�• Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 76'1-82'I8 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Town of Queensbury * Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 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: : BUILDING & CODES APPROVAL ; ZONING APPROVAL ; DATE ` DATE QUESTIONS 7 CALL 761-82 66 OR EMAIL codesna gueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION ww�a.gueensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury ` Community Development Office ` 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 OFFICE USE ONLY TAX i�/IAP i',10. PER.Niff NO. PER IIT FEE _ I RO\/:;LS: 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: NORTHEAST POWER SYSTEMS, INC. INSTALLER: .ADDRESS: 66 CAREY ROAD ADDRESS: PHONE NOS. (518) 792-4776 PHONE NOS. LOCATION OF INSTALLATION: 66 CAREY ROAD, CAREY INDUSTRIAL PAR:{ RESIDENCE INFORMATION: j NO.OF COMPUTATION I YEAR BUILT BEDROOMS I X I (Gallons qer bedroom) = TOTAL DAILY FLOW I GARBAGE GRINDER 1980 or older I i X , 150 = I INSTALLED? 1981 -1991 I X I 130 = I SPA OR HOT TUB 1992-present I I X 110 I = I f INSTALLED? PARCEL INFORMATION: 15 FUTURE EMPLOYEES, 1 SHIFT PER DAY 25 GPD x 15 EMPLOYEES = 375 GPD ✓ TOPOGRAPHY: FLAT ROLLING X STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND X LOAM CLAY OTHER ✓ GROUNDWATER: AT;.A/HAT DEPTH? > 9.5' ✓ BEDROCK/INIPER!/IOUS iMATERIAL: AT WHAT DEPTH? > 9.5' ✓ DOMESTIC WATER SUPLY: MUNICIPAL X WELL (If well:water supply from any septic system absorption is: ft) PERCOLATION TEST: RATE IS 1 PER MIINUTE PER INCH[mpi] (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 approved subdivision). TANK SIZE: 1,000 GALLON (MIN. SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder,spa or whirlpool tub. SYSTEM TYPE: ABSORPTION FIELD(WITH NO. 2 STONE) Total length ft. Each trench X C SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? ALTERNATIVE SYSTEM Bed or other b/pe? 12' x 35' ABSORPTION BED (420 SF TOTAL) Ci HOLDING TANK SYSTEM Total required capacity? Tank size? Number of tanks? NOTE: ALARM SYSTEM 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 permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all Zpquirements of the Town of Queensbury QUESTIONS? CALL 761-8256 OR EMAIL Sanitary age Dish sal O)rdicrance. codes.^gueensbury.net �`. -j j'=% VISIT OUR WEBSITE FOR MORE INFORMATION Signature"of Perso responsible Date roroa.gueensbury.rtet Town of Queensbury ` Community Development Office ' 742 Bay Road, Queensbury NY 12804 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection i Queensbury Building&Code Enforcement Arrive:' =cam rt: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initi y NAME: — P RMIT#: LOCATION: SPECT ON: TYPE OF STRUCTURE: Y N A COMMENTS: Framing Attic Access 22"x 3W minimum Jack Studs/Headers Bracing I Bridging Joist hangers e. 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 Yz w 16 gauge 8 16D naus 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 LABuilding&Codes Fortns-0LDOuliding&CodeslnspecUon Fom*FrwMng FiredoWng Irapedion Report.doc Revbed January 7,2008 Engineering, P.C. AVnR 20 Bayberry Drive,Queensbury,New York 12804 • (518)792.4042 January 9,2012 Jag 1, L.L.C. 175 Broad Street Suite 320 Glens Falls,N.Y. 12801 Attn:Tim Barber President SUBJECT:Nepsi Project, Queensbury,N.Y. Final Structural Steel Frame Inspection Dear Tim, On Friday,January 6'h,you and I toured the recently completed addition at Nepsi.The purpose of our walk throu,h was to allow me to visually observe the erected steel rrame work. Based on my visual observations, no framing issues were observed and the erected steel frame appears to be in conformance with the permit drawings provided to the Queensbury Building Department. Yours truly, Michael R. Hutsenpiller, P.E. President Cc: file t U T• /J •� r Cr�r�� •'t 1 'V,li. '- r yea .!(9r . /V, V t . It/ .� Commercial Final,InspectiofRe Office No.: (518) 761-8256 Date Ins lioned: Queensbury Building &Code Enforcement Arrive: Depart: a a742 Bay Road, Queensbury, NY 12804 Inspector's InitialNAME: O PERMITLOCATION: DATE: — — COMMENTS: Y N NA Chimney/'B'Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior I-Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./SWp Risers 7"/Treads 11" Vestibules For Exit doors>3000 sq.ft All Doors 36 in.wlLever Handles/Panic Hardware if required Exits At Grade Or Platform 36 w x 44'(lyCanopy or Equiv. Gas Valve Shut-off Exposed S Regulator 18" Above Grade Floor Bathroom Watertight I Other Floors Oka Relief Valve Heat Trap I Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Sup&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 th Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 100A> 1000 sq.ft. %Hour Corridor Doors&Closers Firewaes I fire Separation, 2 Hour, 3 Hour Complete/Fire Dam rs/Fire Doors Ceiling Fire Stoppinj,3,000 iil.ft Wood Frame Attic Access 30"x 20'x 30' h Crawl Spam Access 18"x 24' Smoke Vents Or Fan, if required e'% Elevator operation and Si /Shah Sealed Handica Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot SIgnage Public Toilet Room Handicapped Accessible Handicapped Service Counters 34 in. Checkout 360 Handicapped Ramp I Handrails Continuous/12 in.Beyond[Both sides Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required )� CT—) _\Ok Final Survey, New Structure/Flood Plain certification If J" As-built System Layout Required or On File 1 Building Number or Tenant Address on Building or Drivewa 4' Water Fountain or Cooler Q� Building Access Ag Sides by 20'/D wb19 Surface 20'widv 1J ` Okay To Issue TeMprmflyermanent CIO Okay To Issue C/ LABuilding&Codes Forms\Building&CodesUnspecdon Fonns\Commercial Final Inspection ReporLdoc Revised January 7,2008 Inspection Form Town of Queensbury Fire Marshal Periodic Inspection Date: 4 Time: 742 Bay Road,Queensbury NY 12804 o e-Inspection z6 518 761 8206/518 761 8205 CO Inspection Permit#: // 4`77 Fire Marshals Representative _MJ Palmer Business Name: �O Location: 4!5 �� XGK Stillman Contact: e'Lii2L— T e of Inspection N/A Ye No EXITS: Exit Access FC 1014&FC1029 NOTES Exit Enclosure FC 1020&FC1029 Exit Discharge FC 1024&FC1029 Locks and latches FC1008& FC1029.2 Sign:Normal FC 1011 &FC1029 _I Sign:backup FC 1011.5.3&FC1029.7.5 AISLES: ✓h,i i� �` Main Aisle Width FC 1024/1025&FC1029.11 Secondary Aisle Width FC 1025&FC1029.11 FIRE EXTINGUISHER: Hung FC 906 Inspection of extinguisher FC 906 EVAC Plan FC 404.6 TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 ./ Exterior FC 1006.3 Clearance to Electrical FC 605.3 / Electric Wiring Enclosed/Labeled FC 605.3.1 Combustibles in Equipment Rooms FC315.2.3 / F.D.Si na e- FC 510 No Smoking Signs FC 310.3 Storage ' FC 315.2 Compressed Gas FC 3003 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 Smoke Detectors FC 907 CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315.2.1 / 18" / 24" EVAC SIGNS IN Rooms FC 404.6 R1 &R2 / Fuel Pump Warning Signs FC2205.6 Fuel Station Emer Procedures FC2204.3.5 Exterior Storage FC 315.3 REINSPECTIONDUE APPROXIMATELY Vacant Buildings FC 311 21 DAYS SYSTEMS: 1=C 901.6 Insp OK NC DATE: OK NC Date Generator Annual DATE. OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE. OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC Kitchen Suppression Semi Annual Fuel Island Suppression Semi Annual Hood Cleanin 3-6-Annual Knox Box:installed/checked FC506 Operating Permit, if required will be issued after Completion of Inspection 7 r ommercial Final Inspection Report ' Office o.: (518)761-8256 Date Inspection est a d: Queensbury Building&Code Enforcement Arrive: :Ca /pm Depart: �U= ar�r m 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: po , ' 4S PERMI #• �' LOCATIO DATE: COMMENTS: Y N NA j T Chimney/'B'Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete 41 Exterior Finish/Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks �3 6 Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in./Stop Risers 7"/Tt+eads 11" w���,� 0 Vestibules For Exit doors>3000 .ft All Doors 36 in.w/Lever Handles/Panic Hardware if required y0or Pa-)/ Exits At Grade Or Platform 36 w x 44'(lyCanopy or Equiv. Gas Valve Shut-off Exposed&Regulator 180 Above Grade Floor Bathroom Waleftht/Otfrer Floors Oka Relief Valve Heat Trap l Water Temp.110 Degrees Maximum wk ,� ���� v Boiler/Furnace Endosicre 1 hr.or Fire Extinguishing System - , Fresh Air Su for.Occupancy/Ventilation Combustion Low Water Shut Off For Boilers \A Gas Furnace Shut Off Within 30 ft or W Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 %doors > 100/0> 1000 sq.ft. � � %Hour Corridor Doors&Closers VL Firewalls I Fire Separation,2 Hour, 3 Hour Complete I Fire ��Zj j I•�t Dam n;/Fire Doors Ceiling Fire Stopping, 3,000 sq.I Wood Frame Attic Access 30"x 20"x 30' h ,Crawl Spam Access 18"x 24' Smoke Vents Or Fan, if required Elevator OpemUon and Si /Shaft Sealed HandiceRp2d Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Slonage l { 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 I Flex Gas Piping Bonded i71jJ � Site Plan/Variance required Final Sure , New Structure/Flood Plain certification ff As-buift 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'/Driveable Surface 20'wide OKU To Issue Temp. or Permanent C/O - Okay To Issue C/C L:1Building&Codes Form"uilding&CodesUnspection Forms%C=rnercial Final Inspection ReporLdoc Revised January 7,2008 CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 6 :PAGE#: 1 175 BROAD STREET,SUITE 320 INSPECTION DATE: 09/12/11 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.021 INSPECTOR&TEST SET: TONY SHAHINIAN#20 ATT'N: MR.LAWRENCE JENKINS AMBIENT WEATHER: 70's:CLEAR PROJECT: NORTH EAST POWER SYSTEMS:CAREY ROAD,QUEENSBURY,NY. OUR FILE LOCATION: 124202 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOUNDATION WALL:A/1-A/3.8 PLACEMENT LOCATION OF LOAD# 2 : FOUNDATION WALL:A/3.8-A/6 DELIVERED LOAD NUMBER: 1 2 . TRUCK NUMBER I TICKET NUMBER: 206/ 50542 194 / 51545 YARDAGE DELIVERED/SUBTOTAL: 6.50/ 6.50 6.00 / 12.50 TIME CONC. BATCHED/ARRIVED: 2.14/ 2.31 2.30 / 2.50 TIME PLACEMENT BEGAN/ENDED: 2.35/ 2.50 2.55 / 3.24 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.60 0.90 SLUMP ON ARRIVAL (INCHES) 4.25 4.25 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.25 4.25 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.10 UNIT WEIGHT (PCF) (SPEC - ) 149.04 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 71 71 - NUMBER OF TEST SPECIMEN CAST 6 kB CYLINDER CONTROL NUMBER! 124202- 124207 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 09/13/11 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 124202 09/19/11 7 48,000 .3820 COARSE AGGREGATE#2: LBS. 124203 09/19/11 7 46,300 3690 COARSE AGGREGATE#3: LBS. 124204 10/10/11 28 61,450 4890 FINE AGGREGATE: LBS. 124205 10/10/11 28 60,000 4780 ADMIXTURE#1: OZS. 124206 10/10/11 28 62,100 4940 ADMIXTURE#2: OZS. 124207 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS, REPORT DISTRIBUTION: 1:FILE 5; 2:SUPPLIER 6: 3: 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: JAG INDUSTRIES,INC. REPORT NUMBER: 6 :PAGE#: 1 175 BROAD STREET,SUITE 320 INSPECTION DATE: 09/12/11 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.021 INSPECTOR&TEST SET: TONY SHAHINIAN#20 ATT'N: MR.LAWRENCE JENKINS AMBIENT WEATHER: 70's:CLEAR PROJECT: NORTH EAST POWER SYSTEMS:CAREY ROAD,QUEENSBURY,NY. OUR FILE LOCATION: 124202 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOUNDATION WALL:A/1-A/3.8 PLACEMENT LOCATION OF LOAD# 2 : FOUNDATION WALL:A/3.8-A/6 DELIVERED LOAD NUMBER: 1 2 TRUCK NUMBER/TICKET NUMBER: 206/ 50542 194 / 51545 YARDAGE DELIVERED/SUBTOTAL: 6.50/ 6.50 6.00 / 12.50 TIME CONC. BATCHED/ARRIVED: 2.14 / 2.31 2.30 / 2.50 TIME PLACEMENT BEGAN/ENDED: 2.35/ 2.50 2.55 / 3.24 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.60 0.90 SLUMP ON ARRIVAL (INCHES) 4.25 4.25 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.25 4.25 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 5.10 UNIT WEIGHT (PCF) (SPEC - ) 149.04 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 71 71 'CUMBER OF TEST SPECIMEN CAST 6 AB CYLINDER CONTROL NUMBER! 124202- 124207 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1 664 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 09/13/11 CEMENT: LBS. CYLINDER TEST TEST AGE 'ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 124202 09/19/11 7 48,000 3820 COARSE AGGREGATE#2: LBS. 124203 09/19/11 7 46,300 3690 COARSE AGGREGATE#3: LBS. 124204 10/10/11 28 FINE AGGREGATE: LBS. 124205 10/10/11 28 ADMIXTURE#1: OZS. 124206 10/10/11 28 ADMIXTURE#2: OZS. 124207 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: .8: iESPECTFULLY 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: JAG INDUSTRIES,INC. REPORT NUMBER: 5 :PAGE#: 1 175 BROAD STREET,SUITE 320 INSPECTION DATE: 09/09/11 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.021 INSPECTOR&TEST SET: BRYAN CASAW #12 ATT'N: MR.LAWRENCE JENKINS AMBIENT WEATHER: 80's:P.CLOUDY PROJECT: NORTH EAST POWER SYSTEMS:"CAREY ROAD,QUEENSBURY,NY. OUR FILE LOCATION: 124166 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOOTING:AM-A/3 DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 214/ 50504 YARDAGE DELIVERED/SUBTOTAL: 4.50/ 4.50 TIME CONC. BATCHED/ARRIVED: 2.06 / 2.26 TIME PLACEMENT BEGAN/ENDED: 2.32/ 2.44 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.63 SLUMP ON ARRIVAL (INCHES) 3.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 3.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 5.20 UNIT WEIGHT (PCF) (SPEC - ) 150.94 CONCRETE TEMP. (F) (SPEC 45 - 85) 84 NUMBER OF TEST SPECIMEN CAST 6 lAB CYLINDER CONTROL NUMBER! 124166- 124171 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 09/12/11 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE 91: LBS. 124166 09/16/11 7 39,600 3150 COARSE AGGREGATE#2: LBS. 124167 09/16/11 7 37,400 2980 COARSE AGGREGATE#3: LBS. 124168 10/07/11 28 54,900 4370 FINE AGGREGATE: LBS. 124169 10/07/11 28 52,550 4180 ADMIXTURE#1: OZS. 124170 10/07/11. 28 55,050 4380 ADMIXTURE#2: OZS. 124171 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5; 2:SUPPLIER 6: 3: 7; 4: 8; RESPECTFULLY SUBMITTED, JCONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. _ d .__.. .. IIE CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 5 :PAGE#: 1 175 BROAD STREET,SUITE 320 INSPECTION DATE: 09/09/11 GLENS FALLS,NEW YORK 12801. OUR FILE NUMBER: 813.021 INSPECTOR&TEST SET: BRYAN CASAW #12 ATT'N: MR.LAWRENCE JENKINS AMBIENT WEATHER: 80's:P.CLOUDY PROJECT: NORTH EAST POWER SYSTEMS:CAREY ROAD,QUEENSBURY,NY. OUR FILE LOCATION: 124166 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOOTING:All-A/3 DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 214/ 50504 YARDAGE DELIVERED/SUBTOTAL: 4.50/ 4.50 TIME CONC. BATCHED/ARRIVED: 2.06/ 2.26 TIME PLACEMENT BEGAN/ENDED: 2.32/ 2.44 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.63 SLUMP ON ARRIVAL (INCHES) 3.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 3.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 5.20 UNIT WEIGHT (PCF) (SPEC - ) 150.94 CONCRETE TEMP. (F) (SPEC 45 - 85) 84 NUMBER OF TEST SPECIMEN CAST 6 AB CYLINDER CONTROL NUMBER: 124166- 124171 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 09/12/11 CEMENT: LBS. CYLINDER .TEST :TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 124166 09/16/11 7 39,600 3150 COARSE AGGREGATE#2: LBS. 124167 09/16/11 7 37.400 2980 COARSE AGGREGATE#3: LBS. 124168 10/07/11 28 FINE AGGREGATE: LBS. 124169 10/07/11 28 ADMIXTURE#1: OZS. 124170 10/07/11 28 ADMIXTURE#2: OZS. 124171 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 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 .;LIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 4 :PAGE#: 1 175 BROAD STREET,SUITE 320 INSPECTION DATE: 09/08/11 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.021 INSPECTOR&TEST SET: PETE DUNHAM #9 ATT'N: MR.LAWRENCE JENKINS AMBIENT WEATHER: 70's:P.CLOUDY PROJECT: NORTH EAST POWER SYSTEMS:CAREY ROAD,QUEENSBURY,NY. OUR FILE LOCATION: 124130 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOUNDATION WALL:E.1/0.9-E.1/1-C.8/1 PLACEMENT LOCATION OF LOAD# 2 : FOUNDATION WALL:C.8/1-A/1 DELIVERED LOAD NUMBER: 1 2 TRUCK NUMBER/TICKET NUMBER: 222/ 50477 195 / 50480 YARDAGE DELIVERED/SUBTOTAL: 8.001 8.00 8.00 / 16.00 TIME CONC. BATCHED/ARRIVED: 1.36/ 1.56 1.50 / 2.16 TIME PLACEMENT BEGAN/ENDED: 2.00/ 2.18 2.21 / 2.44 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.70 0.90 SLUMP ON ARRIVAL (INCHES) 4.50 5.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.50 5.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.70 UNIT WEIGHT (PCF) (SPEC - ) 149.80 CONCRETE TEMP. (F) (SPEC 45 - 85) 73 74 NUMBER OF TEST SPECIMEN CAST 6 1B CYLINDER CONTROL NUMBER: 124130 - 124135 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 09/09/11 CEMENT: LBS. CYLINDER. TEST TESTAGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 124130 09/15/11 7 34,700 2760 COARSE AGGREGATE#2: LBS. 124131 09/15/11 7 35,950 2860 COARSE AGGREGATE#3: LBS. 124132 10/06/11 28 53,900 4290 FINE AGGREGATE: LBS. 124133 10/06/11 28 50,950 4060 ADMIXTURE#1: OZS. 124134 10/06/11 28 52,400 4170 ADMIXTURE#2: OZS. 124135 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: E-SPECTFULLY SUBMITTED, _ CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) t MANAGER TECHNICAL SVCS. -=-._ CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 4 :PAGE#: 1 175 BROAD STREET,SUITE 320 INSPECTION DATE: 09/08/11 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.021 INSPECTOR&TEST SET: PETE DUNHAM #9 ATT'N: MR.LAWRENCE JENKINS AMBIENT WEATHER: 70's:P.CLOUDY PROJECT: NORTH EAST POWER SYSTEMS:CAREY ROAD,QUEENSBURY,NY. OUR FILE LOCATION: 124130 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOUNDATION WALL:E.1/0.9-E.1/1-C.8/1 PLACEMENT LOCATION OF LOAD# 2 : FOUNDATION WALL:C.8/1-All DELIVERED LOAD NUMBER: 1 2 TRUCK NUMBER/TICKET NUMBER: 222/ 50477 195 / 50480 YARDAGE DELIVERED/SUBTOTAL: 8.00/ 8.00 8.00 / 16.00 TIME CONC. BATCHED/ARRIVED: 1.36/ 1.56 1.50 / 2.16 TIME PLACEMENT BEGAN/ENDED: 2.00/ 2.18 2.21 / 2.44 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.70 0.90 SLUMP ON ARRIVAL (INCHES) 4.60 5.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.50 5.00 ENTRAINED AIR (%VOL) (SPEC:. 4.00- 7.00) 5.70 UNIT WEIGHT (PCF) (SPEC - ) 149.80 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 73 74 NUMBER OF TEST SPECIMEN CAST 6 AB CYLINDER CONTROL NUMBER! 124130 - 124135 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 09/09/11 CEMENT: LBS. . CYLINDER TEST .TEST AGE ULTIMATE UNIT.' CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 124130 09/15/11 7 34,700 2760 COARSE AGGREGATE#2: LBS. 124131 09/15/11 7 35,950 2860 COARSE AGGREGATE#3: LBS. 124132 10/06/11 28 FINE AGGREGATE: LBS. 124133 10/06/11 28 ADMIXTURE#1: OZS. 124134 10/06/11 28 ADMIXTURE#2: OZS. 124135 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: iESPECTFULLY 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: JAG INDUSTRIES,INC. REPORT NUMBER: 3 :PAGE#: 1 175 BROAD STREET,SUITE 320 INSPECTION DATE: 09/02/11 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.021 INSPECTOR&TEST SET: TONY SHAHINIAN#20 ATT'N: MR.LAWRENCE JENKINS AMBIENT WEATHER: 70's:CLEAR PROJECT: NORTH EAST POWER SYSTEMS:CAREY ROAD,QUEENSBURY,NY. OUR FILE LOCATION: 124046 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOUNDATION WALL:SOUTH WALL PLACEMENT LOCATION OF LOAD# 2 : FOUNDATION WALL:WEST WALL,SW CORNER-25'14 PLACEMENT LOCATION OF LOAD# 3 : FOUNDATION WALL:WEST WALL,SW CORNER:25'N-50'N DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 222/ 50423 214 / 50424 215 / 50425 YARDAGE DELIVERED/SUBTOTAL: 9.00/ 9.00 9.00 / 18.00 9.00 / 27.00 TIME CONC. BATCHED/ARRIVED: 11.48/ 12.04 12.12 / 12.25 1.10 / 1.22 TIME PLACEMENT BEGAN/ENDED: 12.12/ 12.38 12.41 / 1.15 1.26 / 1.40 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.83 1.05 0.50 SLUMP ON ARRIVAL (INCHES) 4.25 4.00 4.50 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.25 4.00 4.50 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 5.20 UNIT WEIGHT (PCF) (SPEC - ) 149.23 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 76 76 76 NUMBER OF TEST SPECIMEN CAST 6 tLAB CYLINDER CONTROL NUMBER; 124046- 124051 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 09/05/11 CEMENT:. LBS. CYLINDER TEST TEST AGE . ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 124046 09/09/11 7 45,000 3580 COARSE AGGREGATE#2: LBS. 124047 09/09/11 7. .46.300 3690 COARSE AGGREGATE#3: LBS. 124048 09/30/11 28 57,150 4550 FINE AGGREGATE: LBS. 124049 09/30/11 28 -56,400 4490 ADMIXTURE#1: OZS. 124050 09/30/11 28 55,900 4450 ADMIXTURE#2: OZS. 124051 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: J ' RESPECTFULLY SUBMITTED, - CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. 'ONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Pax:(518)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 3 :PAGE#: 2 175 BROAD STREET,SUITE 320 INSPECTION DATE: 09/02/11 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.021 INSPECTOR&TEST SET: TONY SHAHINIAN#20 ATT'N: MR.LAWRENCE JENKINS AMBIENT WEATHER: 70's:CLEAR PROJECT: NORTH EAST POWER SYSTEMS:CAREY ROAD,QUEENSBURY,NY. OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4 : FOOTING:NORTH WALL DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 207/ 50427 YARDAGE DELIVERED/SUBTOTAL: 7.00/ 34.00 TIME CONC. BATCHED/ARRIVED: 1.15/ 1.30 TIME PLACEMENT BEGAN/ENDED: 1.421 2.00 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.75 SLUMP ON ARRIVAL (INCHES) 4.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) UNIT WEIGHT (PCF) (SPEC - ) CONCRETE TEMP. (F) (SPEC 45 - 85) 75 NUMBER OF TEST SPECIMEN CAST .LAB CYLINDER CONTROL NUMBER! DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 09/05/11 ..CEMENT: LBS. CYLINDER TEST TESTAGE - ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. COARSE AGGREGATE#2: LBS. COARSE AGGREGATE 93: LBS. FINE AGGREGATE: LBS. ADMIXTURE#1: OZS: ADMIXTURE#2: OZS. ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: - 4: 8: ,RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) _ MANAGER TECHNICAL SVCS. - �;ONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 3 :PAGE#: 1 175 BROAD STREET,SUITE 320 INSPECTION DATE: 09/02/11 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.021 INSPECTOR&TEST SET: TONY SHAHINIAN#20 ATT'N: MR.LAWRENCE JENKINS AMBIENT WEATHER: 70's:CLEAR PROJECT: NORTH EAST POWER SYSTEMS:CAREY ROAD,QUEENSBURY,NY. OUR FILE LOCATION: 124046 . CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOUNDATION WALL:SOUTH WALL PLACEMENT LOCATION OF LOAD# 2 : FOUNDATION WALL:WEST WALL,SW CORNER-25'N PLACEMENT LOCATION OF LOAD# 3 : FOUNDATION WALL:WEST WALL,SW CORNER:25'N-50'N DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 222/ 50423 214 / 50424 215 / 50425 YARDAGE DELIVERED/SUBTOTAL: 9.00/ 9.00 9.00 / 18.00 9.00 / 27.00 TIME CONC. BATCHED/ARRIVED: 11.48/ 12.04 12.12 / 12.25 1.10 / 1.22 TIME PLACEMENT BEGAN/ENDED: 12.12/ 12.38 12.41 / 1.15 1.26 / 1.40 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.83 1.05 0.50 SLUMP ON ARRIVAL (INCHES) 4.25 4.00 4.50 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.25 4.00 4.50 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 5.20 UNIT WEIGHT (PCF) (SPEC - ). 149.23 CONCRETE TEMP. (F) (SPEC 45 - 85) 76 76 76 NUMBER OF TEST SPECIMEN CAST 6 AB CYLINDER CONTROL NUMBER; 124046- 124051 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 09/05/11 CEMENT: LBS. CYLINDER .TEST TESTAGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 124046 09/09/11 7 45,000 3580 COARSE AGGREGATE#2: LBS. 124047 09/09/11 7 46,300 3690 COARSE AGGREGATE#3: LBS. 124048 09/30/11 28 FINE AGGREGATE: LBS. 124049 09/30/11 28 ADMIXTURE#1: OZS. 124050 09/30/11 28 ADMIXTURE#2: OZS. 124051 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN S.E.T. (NICET) - MANAGER TECHNICAL SVCS. - .3 CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 3 :PAGE M 2 175 BROAD STREET,SUITE 320 INSPECTION DATE: 09/02/11 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.021 INSPECTOR&TEST SET: TONY SHAHINIAN#20 ATT'N: MR.LAWRENCE JENKINS AMBIENT WEATHER: 70's:CLEAR PROJECT: NORTH EAST POWER SYSTEMS:CAREY ROAD,QUEENSBURY,NY. OUR FILE LOCATION: CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 4 : FOOTING:NORTH WALL DELIVERED LOAD NUMBER: 4 TRUCK NUMBER/TICKET NUMBER: 207/ 50427 YARDAGE DELIVERED/SUBTOTAL: 7.00/ 34.00 TIME CONC. BATCHED/ARRIVED: 1.15/ 1.30 TIME PLACEMENT BEGAN/ENDED: 1.42/ 2.00 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.75 SLUMP ON ARRIVAL - (INCHES) 4.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.00 ENTRAINED AIR (%VOL).(SPEC: 4.00- 7.00 ) UNIT WEIGHT (PCF) (SPEC - ) CONCRETE TEMP. (F) (SPEC 45 - 85 ) 75 NUMBER OF TEST SPECIMEN CAST AB CYLINDER CONTROL NUMBER! DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING JAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 09/05/11 CEMENT: LBS. CYLINDER TEST TEST AGE.. ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. COARSE AGGREGATE#2: LBS. COARSE AGGREGATE#3: LBS. FINE AGGREGATE: LBS. ADMIXTURE 91: OZS. ADMIXTURE#2: OZS. ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: �'ESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.ETZRICrT) MANAGER TECHNICAL SVCS. - - ._ , u.,z.,.a z. ,. ..,r... ,i.a.. 13.. _,..,.rr .... ...... _.....,: ., ...--i �:_...a. ,.9+• - . CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Far:(518)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 2 :PAGE#: 1 175 BROAD STREET,SUITE 320 INSPECTION DATE: 08/31/11 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.021 INSPECTOR&TEST SET: TONY SHAHINIAN#20 ATT'N: MR.LAWRENCE JENKINS AMBIENT WEATHER: 80's:CLEAR PROJECT: NORTH EAST POWER SYSTEMS:CAREY ROAD,QUEENSBURY,NY. OUR FILE LOCATION: 123986 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOOTING:E/1-C/1 PLACEMENT LOCATION OF LOAD# 2 : FOOTING:C/1-A/1 DELIVERED LOAD NUMBER: 1 2 TRUCK NUMBER/TICKET NUMBER: 203/ 50387 214 / 50388 YARDAGE DELIVERED/SUBTOTAL: 9.00/ 9.00 8.00 / 17.00 TIME CONC. BATCHED/ARRIVED: 1.361 2.09 2.17 / 2.49 TIME PLACEMENT BEGAN/ENDED: 2.13/ 2.39 2.55 / 3.21 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 1.05 1.07 SLUMP ON ARRIVAL (INCHES) 4.00 4.25 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.00 4.25 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 4.90 UNIT WEIGHT (PCF) (SPEC - ) 150.56 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 73 73 NUMBER OF TEST SPECIMEN CAST 6 AB CYLINDER CONTROL NUMBER; 123986- 123991 'DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 09/01/11 CEMENT: LBS, CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 123986 09/07/11 7 49,000 3900 COARSE AGGREGATE#2: LBS. 123987 09/07/11 7 48,300 3850 COARSE AGGREGATE#3: LBS. 123988 09/28/11 28 64,200 5110 FINEAGGREGATE: LBS. 123989 09/28/11 28 .65,150 5190 ADMIXTURE#1: OZS. 123990 09/28/11 28 64,700 5150 ADMIXTURE#2: OZS. 123991 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: IESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY, zxz 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: JAG INDUSTRIES,INC. REPORT NUMBER: 2 :PAGE#: 1 175 BROAD STREET,SUITE 320 INSPECTION DATE: 08/31/11 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.021 INSPECTOR&TEST SET: TONY SHAHINIAN#20 ATT'N: MR.LAWRENCE JENKINS AMBIENT WEATHER: 80's:CLEAR PROJECT:. NORTH EAST POWER SYSTEMS:CAREY ROAD,QUEENSBURY,NY. OUR FILE LOCATION: 123986 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOOTING:E/1-C/1 PLACEMENT LOCATION OF LOAD# 2 : FOOTING:C/1-A/1 DELIVERED LOAD NUMBER: 1 2 TRUCK NUMBER I TICKET NUMBER: 203 I 50387 214 1 50388 YARDAGE DELIVERED/SUBTOTAL: 9.00 1 9.00 8.00 / 17.00 TIME CONC. BATCHED/ARRIVED: 1.36/ 2.09 2.17 / 2.49 TIME PLACEMENT BEGAN/ENDED: 2.13/ 2.39 2.55 / 3.21 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 1.05 1.07 SLUMP ON ARRIVAL (INCHES) 4.00 4.25 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.00 4.25 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 4.90 UNIT WEIGHT (PCF) (SPEC - ) 150.56 CONCRETE TEMP. (F) (SPEC 45 - 85) 73 73 NUMBER OF TEST SPECIMEN CAST 6 .AB CYLINDER CONTROL NUMBER! 123986- 123991 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 09/01/11 CEMENT: : LBS. CYLINDER TEST' TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 123986 09/07/11 7 49.000 3900 COARSE AGGREGATE#2: LBS. 123987 09/07/11 7 48,300 3850 COARSE AGGREGATE#3: LBS. 123988 09/28/11 28 FINE AGGREGATE: LBS. 123989 09/28/11 28 ADMIXTURE#1: OZS. 123990 09/28/11 28 ADMIXTURE#2: OZS. 123991 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: ::ESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) _ MANAGER TECHNICAL SVCS. 'f . •CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 1 :PAGE#: 1 175 BROAD STREET,SUITE 320 INSPECTION DATE: 08/26/11 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.021 INSPECTOR&TEST SET: CLAUS CASPER #10 ATT'N: MR.LAWRENCE JENKINS AMBIENT WEATHER: 70's:CLEAR PROJECT: NORTH EAST POWER SYSTEMS:CAREY ROAD,QUEENSBURY,NY. OUR FILE LOCATION: 123884 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOOTING:F/1-F/4 PLACEMENT LOCATION OF LOAD# 2 : FOOTING:F/4-F/6-D/6 PLACEMENT LOCATION OF LOAD# 3 : FOOTING:D/6-A/6 DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 207/ 50357 206 / 50358 205 / 50359 YARDAGE DELIVERED/SUBTOTAL: 10.001 10.00 10.00 / 20.00 10.00 / 30.00 TIME CONC. BATCHED/ARRIVED: 1.56/ 2.20 2.13 / 2.40 2.23 / 2.45 TIME PLACEMENT BEGAN/ENDED: 2.30/ 2.50 2.52 / 3.05 3.10 / 3.30 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.90 0.87 1.12 SLUMP ON ARRIVAL (INCHES) 4.25 4.00 4.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.25 4.00 4.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.30 UNIT WEIGHT (PCF) (SPEC - ) 148.85 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 77 78 78 NUMBER OF TEST SPECIMEN CAST 6 AB CYLINDER CONTROL NUMBER! 123884- 123889 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 08/29/11 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 123884 09/02/11 7 56.050 4460 COARSE AGGREGATE#2: LBS. 123885 09/02/11 7 55,400 4410 COARSE AGGREGATE#3: LBS. 123886 09/23/11 28 66,350 5280 FINE AGGREGATE: LBS. 123887 09/23/11 28 68,150 5430 ADMIXTURE#1: OZS. 123888 09/23/11 28 68.900 5490 ADMIXTURE#2: OZS. 123889 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: �tESPECTFULL B ED, CONS TR�N HNOLOGY _ T JOS E.T. (NICET) .: NAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: JAG INDUSTRIES,INC. REPORT NUMBER: 1 :PAGE#: 1 175 BROAD STREET,SUITE 320 INSPECTION DATE: 08/26/11 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 813.021 INSPECTOR&TEST SET: CLAUS CASPER #10 ATT'N: MR.LAWRENCE JENKINS AMBIENT WEATHER: 70's:CLEAR PROJECT: NORTH EAST POWER SYSTEMS:CAREY ROAD,QUEENSBURY,NY. OUR FILE LOCATION: 123884 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOOTING:F/1-F/4 PLACEMENT LOCATION OF LOAD# 2 : FOOTING:F/4-F/6-D/6 PLACEMENT LOCATION OF LOAD# 3 : FOOTING:D/6-A/6 DELIVERED LOAD NUMBER: 1 2 3 TRUCK NUMBER/TICKET NUMBER: 207/ 50357 206 / 50358 205 / 50359 YARDAGE DELIVERED/SUBTOTAL: 10.00/ 10.00 10.00 1 20.00 10.00 / 30.00 TIME CONC. BATCHED/ARRIVED: 1.56/ 2.20 2.13 / 2.40 2.23 / 2.45 TIME PLACEMENT BEGAN/ENDED: 2.30/ 2.50 2.52 / 3.05 3.10 / 3.30 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.90 0.87 1.12 SLUMP ON ARRIVAL (INCHES) 4.25 4.00 4.00 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.25 4.00 4.00 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 5.30 UNIT WEIGHT (PCF) (SPEC - ) 148.85 CONCRETE TEMP. (F) (SPEC 45 - 85) 77 78 78 NUMBER OF TEST SPECIMEN CAST 6 CAB CYLINDER CONTROL NUMBER! 123884- 123889 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING JAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 08/29/11 CEMENT: LBS: CYLINDER TEST, TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 123884 09/02/11 7 56.050 4460 COARSE AGGREGATE#2: LBS. 123885 09/02/11 7 55,400 4410 COARSE AGGREGATE#3: LBS. 123886 09/23/11 28 FINE AGGREGATE: LBS. 123887 09/23/11 28 ADMIXTURE#1: OZS. 123888 09/23/11 28 ADMIXTURE#2: OZS. 123889 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: t v RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection req es Queensbury Building &Code Enforcement Arrive: a m art: a m 742 Bay Road, Queensbury, NY 128.04 Inspector's Initial NAME: 1'�).I, �P�y Sy �S PER I ##: Z I- LOCATION: ( �r �2 c i INS CT ON: TYPE OF STRUCTURE: Y N NIA j 1� ou hPlumbfn JIailPlag�sV A I / lumbinVe—nt-rVents in Place 31/ 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 1,00 feet/change of direction Press91CLghestconnection DraiAir5P. for 15 minutes Pressure T Water Supply Piping Air/Head 50 P.S.I for 15 minutes ! Insulation/Residential Check/Commercial Check f` Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed No Insulation f' Duct/Hot Water Piping Insulation J If required unheated s aces i Combustion Air Su for Furnace Duct work sealed properly1 No duct tape Y . COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Septic Inspection Report `'" Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ m Depart: U d am/pm 742 Bay Rd., Qu sbury, NY 12804 Inspector's Initials: NAME: � e�,s� k`.-S PERMIT NO.. —�� LOCATION: GQ INSPECT ON: RECHECK: Comments and/or diagram Soil T Loam/Clay ,. T of Water. Munic` Well Water � Waterline separation distance Well separation distance ft. U Other wells: ft. Well Casing Length 50' +/- Y N N/A �v 150'to well r uired if NOS Absorption Field: Total length A. Length of each trench p ft. Depth of trenches Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size T' Building to tank Tank to Distribution Box -A--3 Distribution Box to Field/ Pit AOpening Sealed: N End Ca Y_N Inlet/Outlet Pipes&BafFles ' Manholes 12"or less below grade _Y VN rovide extension collar if Yes Y Location Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits Conforms as per Plot Plan Engineer Report and As-Built _Y N ETU Maintenance Contract Y_ N provided Locationf on Property: ear Left Side Right Side Middle Front Middle Rear S stems: Approved- Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Wh1ting\2010\Bui1ding Codes Forms\Inspection Forms\Septicc Inspection Report-03 2910.doc Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: ( P am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: 1 paer PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUC Comm n Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this pur pose 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 1 t areas under slab pproval Plumbing Under Slab Pej Grc2.5 PVC/Cas per Foundation Insulation Interior/Exterior Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Buiiding&Codes\lnspecblon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation bspection Report Office No.(518)761-8256 Date Ins ection re c ' e Queensbury Building&Code Enforcement Arrive: epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi s: NAME: RMIT M )AZ LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comm n Y N N/A ootings onoIithic Slab - Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Ba—Mull 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\InspeMon Eons\Foundation Inspecdon Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection rye uest received: _ Queensbury Building 8t Code Enforcement Arrive: 17 q L ad Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: ? PERMIT#: , LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comm n Y N NA Footings iers Monolithic Slab \ � Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior!Exterior .R- Rough Grade 6 inch drop within 10 ft. U\Building&Codes Forms\Buliding&Codes\Inspection-Fonns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 7o' � Foundation Inspection Report Office No.(518)761-8256 Datiinspection request received: ,,,, Queensbury Building&Code Enforcement Arrive: am/pm Depart:9-. ...,pm s Initia 742 Bay Rd.,Queensbury,NY 12804 inspector NAME: l� ` • T C�CrJ PERMIT#: LOCATION: L C Lh INSPECT ON: r ' - TYPE OF STRUCTURE: Common" Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width s above footing 6 H for wet areas under slab Backfill Ap val Plum ' Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior -R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Fonms\Building&Codes\InspecHon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundatio pection Report Office No.(518)761-8256 Date Inspection es Queensbury Building&Code Enforcement Arrive: r m apart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's lmti NAME: O 4�^� PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comm m Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materia on site. Foundati Wallpour Reinforcemen ' Footing Dowels or Keyway in pl e 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&Codesunspec6lon fors\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1 Foundation Inspection Report P P Office No.(518)761-8256 Date Inspection requ 9 7 o� Queensbury Building&Code Enforcement Arrive: , epart: an�m� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: v1% J L J`0 _ PERMIT#: LOCATION: INSPECT ON: o/ TYPE OF STRUCTURE: Comments Y N N/A ,v bL gs--- Footin (erg�- 7V7 Piers Monolithic Slab {� Reinforcement in Place The contractor is responsible for providing protection from freezing " for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place ,F,oundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing r wet are under slab Backfill Approval_ i — ---P_lbi ibing Under Slab PVC/Cast/C c =Fdundatiori Insulation terior erior--- R- „ - _ _ L:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins ection req � Al-0/1 Queensbury Building&Code Enforcement Arrive: epart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspectors Imti s: NAME: PERMIT#: LOCATION: (o INSPECT ON: D/ TYPE OF STRUCTURE: Comm n Footings Y N N/A Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing ---for-48.hours following the placement 9)jc- concrete. Materials for this ose on site. F__ _ ion/Wallpo�� ` Reinforcement in Place �- Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: _ 1_2 inch width _-6lnches above footing wet areas under slab _ OokMfll Approval - -P lumbing Under Slab PVC/Cast/Co r Foun Insulatio t xterior / - 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 /0 12 Foundation Ins etion Report Office No.(518)761-8256 Date Inspection requ re Queensbury Building&Code Enforcement Arrive: 0 In -.-Depart: :3W m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: lVorw RMIT#: LOCATION: INSPECT ON: ® Z— TYPE OF STRUCTURE: ;,90 9 SY N N A r 'n Pi onofthic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing 48 hours following the placement of the concrete. e on site. _ 'on_s!_�Wallpor Rein o in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspecdon Fonins\Foundation Inspecdon Report~doc Last printed 12/20/2005 9:24:00 AM (fl ,00 ) 10-1L WA Foundation Inspection Report Office No.(518)761-8256 Date Inspection u ' ed: , Queensbury Building 8t Code Enforcement Arrive: Gr m Depart: ; 742 Bay Rd.,Queensbury,NY 12804 Inspector's NAME: LOCATION: ' ' SPECT ON: TYPE OF STRUCTURE Comm n Y YN N/A Footings Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement Of the concrete. Materials for this se on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior .R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\lnspetttion Forms\Foundadon Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 DatMtt;;t2 Queensbury Building 8t Code Enforcement Arriepart: a m742 Bay Rd.,Queensbury,NY 12804 InspNAME: r i /� �� .LOCATION: S : �}��� TYPE OF STRUCTURE. COMM OM Y N N/A E 3 Footings Zen onolithic 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-/-W. al1pour----- inforcement 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:\Buliding&Codes Forms\Building&Codes\InspeMon Forms\Foundation Inspectlon Report.doc Last.printed-12/20/2005 9:24:00 AM Jan,_ 9. _2012` 46 MDIA, Watervl etvNY` No, 1�1744�P �3/4 MIDDLE DEPARTMENT INSPECTION AGENCY, INC_ " VeFlc�'e4 that the electrical wiring to the electrical equipment listed'below has been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions, Owner: Northeast Power System Inc Date; 12/29/2011 1—Z Occupant: game Location:66 Carey Road' 7 Occupancy:Addition Queensbury, Warren Co. NY F Applicant- Electric Concepts PO Box 5473 Clifton Park, NY 12065 :. .. L _j Richard Moon w _ :-{;.: .:•;..:,.•,..,.:. :.y 141 387 1-1 .32EL ;; :' '• 400-Amp. Service Equipment;2-:400 AMP:-Se't`vice'•Cnnducfors�,•�,-"Switches; &7k ceptacies; 1 -GFCI Receptacle; 58 - Fixtures; 4.Burner;•Wiring&Controls Gas; 6-50 Amp Receptacles, 1 -Vent Fan; 1 -400 Amp Disconnect; 4 - ExIUEmergency;yLight's;;5^-.•Emergency Lights; Refeed 2-200 Amp EXlsting Oanels, . 7 x: . ',�i',i4� ,•t�.�./ .•'� :tit�� _ • This certificate applies to the electricQl wiring to the electrical equipment listed Immediately null and void. Tnls certificate applies only to the use.Occupancy and above and the installation Inspected as;of the above noted date based an a visual ownership as indicated herein. Upon a change In the use,occupancy or ownership 9 inspection, No warranty is expressed or Implied as to the mechanical safety.effi• of the property inatcated above,this certificale shall be immediately null and void. ciency or fitness of the equipment for any particular purpose. This certificate Shall In the event that this certificate becomes Invalld based upon the above conditions, be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon relnspection by Middle Department system to which this cerllficale applies be altered in any way,including but not limit- Inspection Agency,Inc. An application for inspection must be submitted to Middle ed to,the introduction of atdltional electrical equipment and/or the replacement of Department inspection Agency, Inc. to initiate the inspection and revalidation any of the components Installed as of the above noted date,this certificate shall be process. A fee will be charged for this service. COMMANDER BUILDINGS, INC. P.O. BOX 611 22223 HIGHWAY38 NORTH - --- -- -- ----MONT-ICEL-LO,-IA:-52310---- - - -- - -- - - -- - --'-- - (319) 465-5961 LETTER OF CERTIFICATION SOLD TO: JAG I, LLC JOB #31165 175 BROAD ST. 30 JUKE 2011 SUITE 320 GLEN FALLS, NY 12801 . 1001 X 1201 X 16' + 209 X 209 NOTICE X 139 KRAFT PAPER INSULATION MUST BE COVERED BY NON-COMBUSTIBLE BARRIER AS-200 FRAMING SYSTEM NOTICE 1/12 ROOF PITCH 5 BAY SPACES @ 24' FOAM INSULATION MUST BE COVEREC BY A 15 MINUTE THERMAL BARRIER THIS LETTER IS TO CERTIFY THAT THE ABOVE BUILDING WILL MEET OR EXCEED THE FOLLOWING REQUIREMENTS PER THE 2006 INTERNATIONAL BUILDING CODE:. TOWN OP Cl%EEWS URY BUILDING kS't CGI T. Revic- vcf-,'� ��� `�lre p Fipe / DEAD LOAD -5 PSF GROUND SNOW LOAD -55 PSF (W/DRIFT LOADS) WIND LOAD - 90 MPH (EXP. "C") SEISMIC OCCUPANCY CATEGORY 1 l l w TOTAL SEISMIC SHEAR PERE BAY-320# TOWN OF QUEENSBURY BUILDING DEPARTMENT k Based on our limited examination,compliance with our comments shall not be construed as cations are in n.� ands indicating the Pons full Compliance with the uilding Codes of New York State. i' ps MAC -Fog- 6A6 - Czo' )&cb 5 C►��s •�►� 3 2� IDS Commander Buildings, Inc. MELIIIIIII =3 Highway 38 North P.O.Box 611 Monticello,IA 52310-0611 Phone: (319)465-5961 Fax: (319)465-5962 rjA t G00 _ B 26 PcF- PS Dog 6, V 1 Commander Buildings, Inc. 22223 Highway 36 North P.O.Box 611 Monticello,IA 52310-0611 Phone: (319)465-5961 Fax: (319)465-5962 5 j Y OOJAGGG RISA-2D (R) Version 3.03 commander Buildings Job 31 l G S Page Date &IJO/1 t JAG 100' AS-200 JOB #31165 ----------------------------------------=----------------------------------- units option us Standard AISC Code Checks 9th Edition ASD shear Deformation: No P-Delta Effects : No Redesign : Yes Edge Forces : No A.S.I.F. . 1.333 ---------------------------------------------------------------------------- Node Boundary Conditions -----------(ft)--------(ft)-----(in,K/in)----(in,K/in)---(r,K-ft/r)-----(F - 1 1.67 0.00 R R 0.00 2 1.67 11.46 0.00 3 1.67 15.37 0.00 4 4.91 15.64 0.00 5 7.68 12.06 0.00 6 9.82 16.05 0.00 7 12.59 12.47 0.00 8 14.73 16.46 0.00 9 17.50 12.88 0.00 10 19.64 16.87 0.00 11 22.41 13.29 0.00 12 24.55 17.27 0.00 13 27.32 13.69 0.00 14 29.45 17.68 0.00 15 32.22 14.10 0.00 16 34.36 18.09 0.00 17 37.13 14.51 0.00 18 39.27 18.50 0.00 19 42.04 14.92 0.00 20 44.18 18.91 0.00 21 46.95 15.33 0.00 22 5.0.00 19.39 0.00 23 50.00 15.59 0.00 24 53.05 15.33 0.00 25 55.82 18.91 0.00 26 57.96 14.92 0.00 27 60.73 18.50 0.00 28 62.87 14.51 0.00 29 65.64 18:09 0.00 30 67.78 14.10 0.00 31 70.55 17.68 0.00 0 RISA-2D (R) Version 3.03 commander Buildings Job Page Date Page 1 � S OOJAGGG JAG 100' AS-200 JOB #31165 ---------------------------------------------------------------------------- Node Boundary Conditions No X-Coord Y-Coord x-dof Y-dof Rotation Temp. -----------(ft)--------(ft)-----(in,K/in)----(in,K/in)---(r,K-ft/r)-----(F)- 32 72.68 13.69 0.00 33 75.46 17.27 0.00 34 77.59 13.29 0.00 35 80.36 16.87 0.00 36 82.50 12.88 0.00 37 85.27 16.46 0.00 38 87.41 12.47 0.00 39 90.18 16.05 0.00 40 92.32 12.06 0.00 41 95.09 15.64 0.00 42 98.33 15.37 0.00 43 98.33 11.46 0.00 44 98.33 0.00 R R 0.00 --------------------------------------=------------------------------------- Material Elastic Poisson's Thermal weight Yield Stress Label modulus Ratio Coefficient Density (Fy) -- ------- (Ksi)-------------=---------(F)--------(K/ft3)------(KSi)---- STEEL 29000.00 0.30000 0.65000 0.490 50.000 -------------------------------=-------------------------------------------- section Database Matl . Area Moment of AS y/y Label shape Set Inertia Coef --------------------------------------(inA2)---------(inA4)----------------- COLUMN W30X90 STEEL 26.40 3620.000 1.20 TOPCHORD LL4x3x6 STEEL 4.97 7.930 1.20 BOTCHORD LL4x3x4 STEEL 3.38 5.540 1.20 BOTREIN LL5X3X8 STEEL 7.50 18.900 1.20 WL4x3x5 WL4x3X5 STEEL 4.18 3.380 1.20 WL4X3x4 W.L4x3x4 STEEL 3.38 2.770 1.20 WL3x3x5 wL3x3x5 STEEL 3.55 1.510 1.20 WL3X3x4 WL3X3x4 STEEL 2.88 1.240 1.20 WL3x3x3 WL3x3X3 STEEL 2.18 0.962 1.20 WL2X2X4 WL2x2x4 STEEL 1.88 0.348 1.20 WL2x2X3 WL2x2X3 STEEL 1.43 0.272 1.20 WL2X2X2 WL2x2x2 STEEL 0.96 0.190 1.20 WL1.5xl.52 WL1.5xl.5x2 STEEL 0.72 0.078 1.20 RIDGE RIDGE STEEL 15.00 80.000 1.20 ---------------------7------------------------------------------------------ I J I Releases J End offsets No Node Node section x y z x y z sec sway I J Len th --------------------------------------------- 1 1 - 2 COLUMN 11.46 2 2 - 3 COLUMN 3.91 0 RISA-2D (R) Version 3.03 Commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 ---------------------------------------------------------------------------- ------------------------------------------------- ---------------------------------------------------------------------------- Page 2 OOJAGGG I J I Releases J End offsets No Node Node Section x y z x y z sec Sway I J Lenggth ------------------------------------------------------(in)----(in)------(ft) 3 42 - 43 COLUMN 3.91 4 43 - 44 COLUMN 11.46 5 3 - 4 TOPCHORD 1 1 3.25 6 4 - 6 TOPCHORD 1 1 4.93 7 6 - 8 TOPCHORD 1 1 4.93 8 8 - 10 TOPCHORD 1 1 4.93 9 10 - 12 TOPCHORD 1 1 4.93 10 12 - 14 TOPCHORD 1 1 4.92 11 14 - 16 TOPCHORD 1 1 4.93 12 16 - 18 TOPCHORD 1 1 4.93 13 18 - 20 TOPCHORD 1 1 4.93 14 20 - 22 TOPCHORD 1 1 5.84 15 22 - 25 TOPCHORD 1 1 5.84 16 25 - 27 TOPCHORD 1 1 4.93 17 27 - 29 TOPCHORD 1 1 4.93 18 29 - 31 TOPCHORD 1 1 4.93 19 31 - 33 TOPCHORD 1 1 4.93 20 33 - 35 TOPCHORD 1 1 4.93 21 35 - 37 TOPCHORD 1 1 4.93 22 37 - 39 TOPCHORD 1 1 4.93 23 39 - 41 TOPCHORD 1 1 4.93 24 41 - 42 TOPCHORD 1 1 3.25 25 2 - 5 BOTREIN 1 1 6.04 26 5 - 7 BOTREIN 1 1 4.93 27 7 - 9 BOTCHORD 1 1 4.93 28 9 - 11 BOTCHORD 1 1 4.93 29 11 - 13 BOTCHORD 1 1 4.93 30 13 - 15 BOTCHORD 1 1 4.92 31 15 - 17 BOTCHORD 1 1 4.93 32 17 - 19 BOTCHORD 1 1 4.93 33 19 - 21 BOTCHORD 1 1 4.93 34 21 - 23 BOTCHORD 1 1 3.06 35 23 - 24 BOTCHORD 1 1 3.06 36 24 - 26 BOTCHORD 1 1 4.93 37 26 - 28 BOTCHORD 38 28 - 30 BOTCHORD 1 1 4.93 39 30 - 32 BOTCHORD 1 1 4.93 40 32 - 34 BOTCHORD 1 1 4.93 41 34 - 36 BOTCHORD 1 1 4.93 42 36 - 38 BOTCHORD 1 1 4.93 43 38 - 40 BOTREIN 1 1 4.93 44 40 - 43 BOTREIN 1 1 6.04 45 2 4 WL4X3X5 1 1 5.29 46 4 - 5 WL3x3x3 4.53 47 5 - 6 WL4X3X4 1 1 4.53 p RISA-2D (R) Version 3.03 commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 --=------------------------------------------------------------------------- I J I Releases J End offsets No Node Node section x y z x y z sec Sway I J Length ------ ------------------------------------------------(in)----(in)------(ft) 48 .6 - 7 WL2X2x3 4.53 ---------- -49--7-_--B-WC3X3X4 _---1-------1-------- Page 3 50 8 - 9 WL2X2X3 OOJAGGG 4.53 51 9 - 10 WL3X3X4 1 1 4. 53 52 10 - 11 WL2X2X3 4.53 53 11 - 12 WL3X3X3 1 1 4.52 54 12 - 13 WL2X2X2 4.53 55 13 - 14 WL3X3X3 1 1 4.52 56 14 - 15 WL2X2X2 4.53 57 15 - 16 WL3X3X3 1 1 4.53 58 16 - 17 WL2X2X2 4.53 59 17 - 18 WL2X2X3 1 1 4.53 60 18 - 19 WL1.5X1.52 4.53 61 19 - 20 WL2X2X2 1 1 4.53 62 20 - 21 WL1.5X1.52 4.53 63 21 - 22 WL1.5X1.52 1 1 5.08 64 22 - 23 WL2X2X2 3.80 65 22 - 24 WL1.5X1.52 1 1 5.08 66 24 - 25 WL1.5X1.52 4.53 67 25 - 26 WL2X2X2 1 1 4.53 68 26 - 27 WL1.5X1.52 4.53 69 27 - 28 WL2X2X3 1 1 4.53 70 28 - 29 WL2X2X2 4.53 71 29 - 30 WL3X3X3 1 1 4.53 72 30 - 31 WL2X2X2 4.53 73 31 - 32 WL3X3X3 1 1 4.53 74 32 - 33 WL2X2X2 4.53 75 33 - 34 WL3X3X3 1 1 4.52 76 34 - 35 WL2X2X3 4.53 77 35 - 36 WL3X3X4 1 1 4.53 78 36 - 37 WL2X2X3 4.53 79 37 - 38 WL3X3X4 1 1 4.53 80 38 - 39 WL2X2X3 4. 53 81 39 - 40 WL4X3X4 1 1 4.53 82 40 - 41 WL3X3X3 4. 53 83 41 - 43 WL4X3X5 1 1 5.29 ---------------------------------------------------------------------------- I J unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc in out Cm cb --------------------(ft)-----(ft)-----(ft)---------------------------------- 1 1 - 2 4.00 2 2 - 3 4.00 3 42 - 43 4.00 4 43 - 44 4.00 p RISA-2D (R) Version 3.03 Commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 ---------------------------------------------------------------------------- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In out Cm cb --------------------(ft)-----(ft)-----(ft)---------------------------------- 5 3 - 4 6 4 - 6 7 6 - 8 8 8 - 10 9 10 - 12 10 12 - 14 Page 4 OOJAGGG 12 16 - 18 13 18 - 20 14 20 - 22 15 22 - 25 16 25 - 27 17 27 - 29 18 29 - 31 19 31 - 33 20 33 - 35 21 35 - 37 22 37 - 39 23 39 - 41 24 41 - 42 25 2 - 5 26 5 - 7 27 7 - 9 28 9 - 11 29 11 - 13 30 13 - 15 31 15 - 17 32 17 - 19 33 19 - 21 34 21 - 23 35 23 - 24 36 24 - 26 37 26 - 28 38 28 - 30 39 30 - .32 40 32 - 34 41 34 - 36 42 36 - 38 43 38 - 40 44 40 - 43 45 2 - 4 46 4 - 5 47 5 - 6 48 6 - 7 49 7 - 8 0 RISA-2D (R) Version 3.03 commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 ---------------------------------------------------------------------------- I J unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In out cm cb --------------------(ft)-----(ft)-----(ft)---------------------------------- 50 8 - 9 51 9 10 52 10 - 11 53 11 - 12 54 12 - 13 55 13 - 14 56 14 - 15 57 15 - 16 58 16 - 17 59 17 - 18 60 18 - 19 Page 5 OOJAGGG 62 20 - 21 63 21 - 22 64 22 - 23 65 22 - 24 66 24 - 25 67 25 - 26 68 26 - 27 69 27 - 28 70 28 - 29 71 29 - 30 72 30 - 31 73 31 - 32 74 32 - 33 75 33 - 34 76 34 - 35 77 35 - 36 78 36 - 37 79 37 - 38 80 38 - 39 81 39 - 40 82 40 - 41 83 41 - 43 ---------------------------------------------------------------------------- section set Depth Range width Range unity check Range Max Min Max Min Max Min -------------------(in)-----(in)-------(in)-----(in)------------------------ COLUMN 1.0000 0.0100 TOPCHORD 1.0000 0.0100 BOTCHORD 1.0000 0.0100 p RISA-2D (R) Version 3.03 commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 ---------------------------------------------------------------------------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist. ---------------------------------------------------------------------------- 1 DEAD 21 2 SNOW 21 3 WIND 21 2 Nodal Loads, BLC 1: DEAD ---------------------------------------------------------------------------- Node Number Global x Global Y Moment ------------------------(K)------------------(K)------------------(K-ft)---- 3 0.000 -0.300 0.000 4 0.000 -0.600 0.000 6 0.000 -0.600 0.000 8 0.000 -0.600 0.000 10 0.000 -0.600 0.000 12 0.000 -0.600 0.000 14 0.000 -0.600 0.000 16 0.000 -0.600 0.000 18 0.000 -0.600 0.000 20 0.000 -0.600 0.000 Page 6 OOJAGGG 25 0.000 -0.600 0.000 27 0.000 -0.600 0.000 29 0.000 -0.600 0.000 31 0.000 -0.600 0.000 33 0.000 -0.600 0.000 35 0.000 -0.600 0.000 37 0.000 -0.600 0.000. 39 0.000 -0.600 0.000 41 0.000 -0.600 0.000 42 0.000 -0.300 0.000 Nodal Loads, BLC 2: SNOW --------------------------------------------------- ------------------------ Node Number Global x Global Y Moment ------------------------(K)------------------(K)----- --------------(K-ft)---- 3 0.000 -2.310 0.000 4 0.000 -4.620 0.000 6 0.000 -4.620 0.000 8 0.000 -4.620 0.000 10 0.000 -4.620 0.000 12 0.000 -4.620 0.000 14 0.000 -4.620 0.000 16 0.000 -4.620 0.000 18 0.000 -4.620 0.000 p RISA-2D (R) Version 3.03 commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 ---------------------------------------------------------------------------- Node Number Global x Global Y Moment ------------------------(K)------------------(K)------------------(K-ft)---- 20 0.000 -4.620 0.000 22 0.000 -4.620 0.000 25 0.000 -4.620 0.000 27 0.000 -4.620 0.000 29 0.000 -4.620 0.000 31 0.000 -4.620 0.000 33 0.000 -4.620 0.000 35 0.000 -4.620 0.000 37 0.000 -4.620 0.000 39 0.000 -4.620 0.000 41 0.000 -4.620 0.000 42 0.000 -2.310 0.000 Nodal Loads, BLC 3: WIND ----------------------------------=------------------------------------------ Node Number- Global x Global Y Moment --- --------------(K)------------------(K)---.---------------(K-ft)---- 3 0.020 0.642 0.000 4 0.040 1.284 0.000 6 0.040 1.284 0.000 8 0.040 1.284 0.000 10 0.040 1.284 0.000 12 0.040 1.284 0.000 ------------ 14----- - 0-040-------- -------1-284 -- 0,- - Page 7 7 16 0.040 OO7AGGG1.284 0.000 18 0.040 1.284 0.000 20 0.040 1.284 0.000 22 0.040 1.284 0.000 25 0.000 1.284 0.000 27 0.000 1.284 0.000 29 0.000 1.284 0.000 31 0.000 1.284 0.000 33 0.000 1.284 0.000 35 0.000 1.284 0.000 37 0.000 1.284 0.000 39 0.000 1.284 0.000 41 0.000 1.284 0.000 42 0.000 0.642 0.000 Member Distributed Loads,BLC 3: WIND F RISA-2D (R) Version 3.03 Commander Buildings job Page Date ]AG 100' AS-200 JOB #31165 -------------------------------------=-------------------------------------- Memb I ] Start End Start End No Node Node Dir Magnitude Magnitude Location Location -------------------------(K/ft,F)-----(K/ft,F)---------(ft)---------(ft)---- 1 1 - 2 X 0.204 0.204 0.000 11.460 2 2 - 3 X 0.204 0.204 0.000 3.909 ---------------------------------------------------------------------------- Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V ---------------------------------------------------------------------------- 1 D+S 1 1 2 1 Y 2 D+W 1 1 3 1 Y 3 .6D+W 1 .6 3 1 Y 4 D+S+W 1 1 2 .75 3 .75 Y Dynamic Analysis Data Number of modes (frequencies) 3 Basic Load case for masses None BLC mass direction of action X only Acceleration of Gravity 32.20 ft/sec**2 ENVELOPE SOLUTION Nodal Displacements ---------------------------------------------------------------------------- Node Global X Global Y Rotation -------------------(in)------LC----------(in)------LC----------(rad)-----LC- 1 max 0.00000 3 0.00000 3 0.00346 1 min -0.00000 1 -0.00000 1 -0.00106 3 2 max 0.10016 3 0.00172 3 -0.00008 3 min -0.26508 1 -0.00938 1 -0.00114 1 3 max 0.09393 3 0.00159 3 0.00024 3 min -0.16221 1 -0.00877 1 -0.00272 1 4 max 0.08380 3 0.02144 3 0.00063 3 min -0.10796 1 -0.16932 1 -0.00470 1 _._ .- --------.----- _5 _._max ----- - --0:10667----3--- -----------0-.-04808----3-- ---------0-�000 --- ------- -- Page 8 min -0.28632 1 OOJAGGG -0.35557 1 -0.00470 1 6 max 0.07144 3 0.07256 3 0.00099 3 min -0.04287 1 -0.51610 1 -0.00637 1 7 max 0.10773 3 0.11353 3 0.00099 3 min -0.28343 1 -0.77083 1 -0.00637 1 8 max 0.06152 2 0.14431 3 0.00127 3 min 0.01048 1 -0.95905 1 -0.00758 1 9 max 0.11039 3 0.19358 3 0.00127 3 min -0.28686 1 -1.24745 1 -0.00758 1 10 max 0.07679 4 0.22946 3 0.00139 3 min 0.05125 1 -1.45480 1 -0.00791 1 p RISA-2D (R) Version 3.03 Commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 ---------------------------------------------------------------------------- Node Global X Global Y Rotation -------------------(in)------LC----------(in)------LC----------(rad)-----LC- 11 max 0.10799 3 0.28152 3 0.00139 3 min -0.26511 1 -1.74779 1 -0.00791 1 12 max 0.09153 4 0.31987 3 0.00140 3 min 0.04684 3 -1.96043 1 -0.00768 1 13 max 0.10175 3 0.37347 3 0.00140 3 min -0.22496 1 -2.25079 1 -0.00768 1 14 max , 0.09888 4 0.40917 3 0.00126 3 min 0.04307 3 -2.44196 1 -0.00665 1 15 max 0.09310 3 0.45629 3 0.00126 3 min -0.17418 1 -2.68861 1 -0.00665 1 16 max 0.09723 4 0.48702 3 0.00103 3 min 0.04200 3 -2.84673 1 -0.00519 1 17 max 0.08342 3 0.52478 3 0.00103 3 min -0.12010 1 -3.03532 1 -0.00519 1 18 max 0.08736 4 0.54967 3 0.00075 3 min 0.04344 3 -3.15565 1 -0.00349 1 19 max 0.07357 3 0.57702 3 0.00075 3 min -0.06765 1 -3.28022 1 -0.00349 1 20 max 0.07007 4 0.59389 3 0.00041 3 min 0.04716 3 -3.35147 1 -0.00157 1 21 max 0.06469 3 0.60796 3 0.00041 3 min -0.02286 1 -3.40001 1 -0.00157 1 22 max 0.05440 2 0.61641 3 0.00012 2 min 0.00005 1 -3.41011 1 0.00000 1 23 max 0.05973 2 0.61936 3 0.00012 2 min 0.00006 1 -3.42546 1 0.00000 1 24 max 0.05854 4 0.61989 3 0.00158 1 min 0.02298 1 -3.39999 1 -0.00016 3 25 max 0.06368 3 0.61581 3 0.00158 1 min -0.04763 1 -3.35143 1 -0.00016 3 26 max 0.08507 4 0.60626 3 0.00349 1 min 0.04776 3 -3.28022 1 -0.00052 3 27 max 0.06929 3 0.58808 3 0.00349 1 min -0.07523 1 -3.15565 1 -0.00052 3 28 max 0.12019 1 0.56903 3 0.00519 1 min 0.03806 3 -3.03540 1 -0.00085 3 29 max 0.07266 3 0.53841 3 0.00519 1 min -0.09029 1 -2.84683 1 -0.00085 3 ---- -- ---30---max -0-17-427--1--- -0-51173-3 -- 0.00665-1 - Page 9 min 0.02770 3 OOJAGGG -2.68881 1 =0.00114 3 31 max 0.07353 3 0.46973 3 0.00665 1 min -0.09146 1 -2.44220 1 -0.00114 3 32 max 0.22508 1 0.43607 3 0.00768 1 min 0.01757 3 -2.25027 1 0.00136 3 p RISA-2D (R) Version 3.03 commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 --------------------------------------------------7------------------------- Node Global x Global Y Rotation -------------------(in)------LC----------(in)------LC----------(rad)-----LC- 33 max 0.07165 3 0.38499 3 0.00768 1 min -0.07749 1 -1.95985 1 -0.00136 3 34 max 0.26521 1 0.34654 3 0.00791 1 min 0.00892 3 -1.74733 1 -0.00145 3 35 max 0.06747 3 0.29318 3 0.00791 1 min -0.05114 1 -1.45434 1 -0.00145 3 36 max 0.28694 1 0.25427 3 0.00758 1 min 0.00308 3 -1.24713 1 -0.00145 3 37 max 0.06060 3 0.19992 3 0.00758 1 min -0.01037 1 0.95875 1 -0.00145 3 38 max 0.28350 1 0.16289 3 0.00637 1 min 0.00122 3 -0.77066 1 -0.00130 3 39 max 0.06974 4 0.11246 3 0.00637 1 min 0.04298 1 -0.51596 1 -0.00130 3 40 max 0.28639 1 0.07925 3 0.00469 1 min -0.00108 . 3 -0.35553 1 -0.00105 3 41 max 0.10847 4 0.03925 3 0.00469 1 min 0.03988 3 -0.16930 1 -0.00105 3 42 max 0.16230 1 0.00151 3 0.00272 1 min 0.03028 3 -0.00877 1 -0.00073 3 43 max 0.26515 1 0.00160 3 0.00114 1 min -0.00019 3 -0.00938 1 -0.00048 3 44 max 0.00000 1 0.00000 3 0.00024 3 min -0.00000 3 -0.00000 1 -0.00346 1 ENVELOPE SOLUTION Reactions ---------------------------------------------------------------------------- Node Global x Global Y Moment --------------------(K)------LC-----------(K)------LC----------(K-ft)----LC- 1 max 51.15707 1 52.19973 1 0.00000 1 min -11.63616 3 -9.56478 3 0.00000 1 44 max 8.08068 3 52.20027 1 0.00000 1 min -51.15707 1 -8.91522 3 0.00000 1 p RISA-2D (R) Version 3.03 commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 -- - - - ---- --- ENVE LOPE-SOLUTIO --------- --------- ------------------- Page 10 OOJAGGG Member section Results ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 1 1- 2 A 52.20 1 52.20 1 52.20 1 52.20 1 52.20 1 -9.56 3 -9.56 3 -9.56 3 -9.56 3 -9.56 3 v 11.64 3 11.05 3 10.47 3 9.88 3 9.30 3 -51.16 1 -51.16 1 -51.16 1 -51.16 1 -51.16 1 M 0.00 1 146.57 1 293.13 1 439.70 1 586.26 1 -0.00 3 -32.50 3 -63.33 3 -92.48 3 -119.95 3 D 0.000 1 0.116 1 0.212 1 0.268 1 0.265 1 0.000 1 - -0.036 3 -0.067 3 -0.090 3 -0.100 3 2 2- 3 A 2.13 3 2.13 3 2.13 3 2.13 3 2.13 3 -9.88 1 -9.88 1 -9.88 1 -9.88 1 -9.88 1 V 149.94 1 149.94 1 149.94 1 149.94 1 149.94 1 -30.28 3 -30.48 3 -30.68 3 -30.88 3 -31.08 3 M 586.26 1 439.70 1 293.13 1 146.57 1 0.00 2 -119.95 3 -90.26 3 -60.37 3 -30.28 3 -0.00 4 D 0.000 1 -0.000 3 0.001 3 0.003 3 0.006 3 0.000 1 -0.018 1 -0.042 1 -0.071 1 -0.103 1 3 42- 43 A 1.51 3 1.51 3 1.51 3 1.51, 3 1.51 3 -9.88 1 -9.88 1 -9.88 1 -9.88 1 -9.88 1 v 23.68 3 23.68 3 23.68 3 23.68 3 23.68 3 -149.94 1 -149.94 1 -149.94 1 -149.94 1 -149.94 1 M 0.00 1 146.57 1 293.13 1 439.70 1 586.26 1 -0.00 4 -23.15 3 -46.30 3 -69.45 3 -92.60 3 D 0.000 1 0.031 1 0.061 1 0.085 1 0.103 1 0.000 1 -0.009 3 -0.017 3 -0.024 3 -0.030 3 4 43- 44 A 52-.20 1 52:20 1 52.20 1 52.20 1 52.20 1 -8.92 3 -8.92 3 -8.92 3 -8.92 3 -8.92 3 V 51.16 1 51.16 1 51.16 1 51.16 1 51.16 1 -8.08 3 -8.08 3 -8.08 . 3 -8.08 3 -8.08 3 M 586.26 1 439.70 1 293.13 1 146.57 1 0.00 1 -92.60 3 -69.45 3 -46.30 3 -23.15 3 -0.00 3 D 0.000 1 0.003 1 -0.012 3 -0.008 3 0.000 3 0.000 1 -0.011 3 -0.053 1 -0.149 1 -0.265 1 5 3- 4 A 31.21 3 31.21 3 31.21 3 31.21 3 31.21 3 -150.46 1 -150.46 1 -150.46 1 -150.46 1 -150.46 1 V 0.00 4 0.00 4 0.00 4 0.00 4 0.00 4 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 4 -0.00 4 -0.00 4 -0.00 4 D 0.000 1 0.003 3 0.007 3 0.010 3 0.014 3 0.000 1 -0.038 1 -0.075 1 -0.113 1 -0.150 1 p RISA-2D (R) Version 3.03 commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 ----------------------------- ---------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 6 4- 6 A 19.66 3 19.66 3 19.66 3 19.66 3 19.66 3 -87.78 1 -87.78 1 -87.78 1 -87.78 1 -87.78 1 v 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 ----- ----------- --M --0..00 1-----0.00-1-----0-00-1---- 0.00---1 -0,00 1 Page 11 OOJAGGG 0.00 1 -0.00 2 -0.00 2 -0.00 2 -0.00 2 D 0.000 1 0.016 3 0.031 3 0.047 3 0.062 3 0.000 1 -0.120 1 -0.240 1 -0.361 1 -0.481 1 7 6- 8 A 10.71 3 10.71 3 10.71 3 10.71 3 10.71 3 -39.75 1 -39.75 1 -39.75 1 -39.75 1 -39.75 1 v 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 2 -0.00 2 -0.00 2 -0.00 2 D 0.000 1 0.033 3 0.065 3 0.098 3 0.131 3 0.000 1 -0.225 1 -0.450 1 -0.675 1 -0.900 1 8 8- 10 A 3.33 4 3.33 4 3.33 4 3.33 4 3.33 4 1.54 1 1.54 1 1.54 1 1.54 1 1.54 1 v 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 D 0.000 1 0.053 3 0.106 3 0.158 3 0.211 3 0.000 1 -0.342 1 -0.684 1 -1.026 1 -1.368 1 9 10- 12 A 36.12 1 36.12 1 36.12 1 36.12 1 36.12 1 -3.62 3 -3.62 3 -3.62 3 -3.62 3 -3.62 3 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.074 3 0.148 3 0.222 3 0.296 3 0.000 1 -0.461 1 -0.922 1 -1.384 1 -1.845 1 10 12- 14 A 63.98 1 63.98 1 63.98 1 63.98 1 63.98 1 -9.02 3 -9.02 3 -9.02 3 -9.02 3 -9.02 3 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00. 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.095 3 0.190 3 0.285 3 0.380 3 0.000 1 -0.574 1 -1.149 1 -1.723 1 -2.297 1 p RISA-2D (R) version 3.03 commander Buildings Job Page Date JAG 100' A5-200 JOB #31165 ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 11 14- 16 A 84.96 1 84.96 1 84.96 1 84.96 1 84.96 1 -13.20 3 -13.20 3 -13.20 3 -13.20 3 -13.20 3 v 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 -0.00 4 -0.00 4 -0.00 4 -0.00 4 -0.00 4 M 0.00 1 0.00 4 0.00 4 0.00 4 0.00 4 0.00 1 -0.00 2 -0.00 2 -0.00 2 -0.00 2 D 0.000 1 0.113 3 0.227 3 0.340 3 0.453 3 0.000 1 -0.669 1 -1.339 1 -2.008 1 -2.677 1 12 16- 18 A 99.25 1 99.25 1 99.25 1 99.25 1 99.25 1 -16.20 3 -16.20 3 -16.20 3 -16.20 3 -16.20 3 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 4 -0.00 4 -0.00 4 -0.00 4 -0.00 4 M 0.00 1 0.00 4 0.00 4 0.00 4 0.00 4 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -D-------0.000--1------0.128--3-- --0.256--3--- 0.384---3------,0.512-_-3 - -- ------ - - - Page 12 OOJAGGG 0.000 1 -0.741 1 -1.483 1 -2.224 1 -2.966 1 13 18- 20 A 106.79 1 106.79 1 106.79 1 106.79 1 106.79 1 -18.01 3 -18.01 3 -18.01 3 -18.01 3 -18.01 3 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 4 -0.00 4 -0.00 4 -0.00 4 -0.00 4 M 0.00 1 0.00 4 0.00 4 0.00 4 0.00 4 0.00 1 -0.00 . 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.138 3 0.277 3 0.415 3 . 0.553 3 0.000 1 -0.787 1 -1.574 1 -2.360 1 -3.147 1 14 20- 22 A 107.66 1 107.66 1 107.66 1 107.66 1 107.66 1 -18.64 3 -18.64 3 -18.64 3 -18.64 3 -18.64 3 v 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 4 -0.00 4 -0.00 4 -0.00 4 -0.00 4 M 0.00 1 0.00 4 0.00 4 0.00 4 0.00 4 0.00 1 -0.00 3 =0.00. 3 -0.00 3 -0.00 3 D 0.000 1 0.143 3 0.287 3 0.430 3 0.574 3 0.000 1 -0.800 1 -1.599 1 -2.399 1 -3.199 1 15 22- 25 A 107.66 1 107.66 1 107.66 1 107.66 1 107.66 1 -19.12 3 -19.12 3 -19.12 3 -19.12 3 -19.12 3 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0:00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.146 3 0.291 3 0.437 3 0.583 3 0.000 1 -0.787 1 -1.574 1 -2.360 1 -3.147 1 p RISA-2D (R) version 3.03 Commander' Buildings Job Page Date JAG 100' AS-200 JOB #31165 ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 16 25- 27 A 106.79 1 106.79 1 106.79 1 106.79 1 106.79 1 -19.28 3 -19.28 3 -19.28 3 -19.28 3 -19.28 3 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.139 3 0.278 3 0.418 3 0.557 3 0.000 1 -0.741 1 -1.483 1 -2.224 1 -2.966 1 17 27- 29 A 99.26 1 99.26 1 99.26 1 99.26 1 99.26 1 -18,.26 3 -18.26 3 -18.26 3 -18.26 3 -18.26 3 v 0.00 1 0.00 1 0.00 1 0.00 1 " 0.00 1 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 M 0.00 1 -0.00 2 -0.00 2 . -0.00 2 .-0.00 2 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.128 3 0.255 3 0.383 3 0.511 3 0.000 1 -0.669 1 -1.339 1 -2.008 1 -2.677 1 18 29- 31 A 84.97 1 84.97 1 84.97 1 84.97 1 84.97 1 -16.05 3 -16.05 3 -16.05 3 -16.05 3 -16.05 3 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.112 3 0.223 3 0.335 3 0.446 3 0.000 1 -0.574 1 -1.149 1 -1.723 1 -2.298 1 - ---- - --19-31--33 A 63.94-1 --63-94--1--- 63.-94 1---63-.94 1---63-.94--1- ---- - Page 13 OOJAGGG -12.64 3 -12.64 3 -12.64 3 -12.64 3 -12.64 3 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.092 3 0.183 3 0.275 3 0.367 3 0.000 1 -0.461 1 -0.922 1 -1.383 1 -1.844 1 20 33- 35 A 36.08 1 36.08 1 36.08 1 36.08 1 36.08 1 -8.03 3 -8.03 3 -8.03 3 -8.03 3 -8.03 3 v 0.00 4 0.00 4 0.00 4 0.00 4 0.00 4 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 M 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 0.00 1 -0.00 4 -0.00 4 -0.00 4 -0.00 4 D 0.000 1 0.070 3 0.140 3 0.210 3 0.280 3 0.000 1 -0.342 1 -0.684 1 -1.026 1 -1.368 1 p RISA-2D (R) version 3.03 Commander Buildings Job Page Date JAG 100' A5-200 JOB #31165 ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 21 35- 37 A 1.51 1 1.51 1 1.51 1 1.51 1 1.51 1 -2.22 3 -2.22 3 -2.22 3 -2.22 3 -2.22 3 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.048 3 0.096 3 0.144 3 0.192 3 0.000 1 -0.225 1 -0.450 1 -0.675 1 -0.900 1 22 37- 39 A 4.77 3 4.77 3 4.77 3 4.77 3 4.77 3 -39.76 1 =39.76 1 -39.76 1 -39.76 1 -39.76 1 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.027 3 0.055 3 0.082 3 0.109 3 0.000 1 -0.120 1 -0.240 1 -0.360 1 -0.481 1 23 39- 41 A 12.96 3 12.96 3 12.96 3 12.96 3 12.96 3 -87.77 1 -87.77 1 -87.77 1 -87.77 1 -87.77 1 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.010 3 0.020 3 0.030 3 0.040 3 0.000 1 -0.038 1 -0.075 1 -0.113 1 -0.150 1 24 41- 42 A 23.77 3 23.77 3 23.77 3 23.77 3 23.77 3 -150.46 1 -150.46 1 -150.46 1 -150.46 1 -150.46 1 v 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 4 -0.00 4 -0.00 4 -0.00 4 -0.00 4 M 0.00 1 0.00 4 0.00 4 0.00 4 0.00 4 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 D 0.000 1 0.002 4 0.003 4 0.005 4 0.006 4 0.000 1 0.001 3 0.002 3 0.003 3 0.004 3 25 2- 5 A 166.63 1 166.63 1 166.63 1 166.63 1 166.63 1 -33.24 3 -33.24 3 -33.24 3 -33.24 3 -33.24 3 -------0.00---4------0.00--4-----0.00 --4----- Page 14 OOJAGGG -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 4 -0.00 4 -0.00 4 -0.00 4 D 0.000 1 0.009 3 0.018 3 0.026 3 0.035 3 0.000 1 -0.077 1 -0.153 1 . -0.230 1 -0.306 1 p RISA-2D (R) Version 3.03 commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 26 5- 7 A 116.52 1 116.52 1 116.52 1 116.52 1 116.52 1 -23.92 3 -23.92 3 -23.92 3 -23.92 3 -23.92 3 V 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 D 0.000 1 0.025 3 0.049 3 0.074 3 0.098 3 0.000 1 -0.175 1 -0.350 1 -0.526 1 -0.701 1 27 7- 9 A 71.43 1 71.43 1 71.43 1 71.43 1 71.43 1 -15.45 3 -15.45 3 -15.45 3 -15.45 3 -15.45 3 V 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 4 -0.00 4 -0.00 4 -0.00 4 -0.00 4 M 0.00 1 0.00 4 0.00 4 0.00 4 0.00 4 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.043 3 0.086 3 0.130 3 0.173 3 0.000 1 -0.287 1 -0.574 1 -0.861 1 -1.148 1 28 9- 11 A 33.09 1 33.09 1 33.09 1 33.09 1 33.09 1 -8.17 3 -8.17 3 -8.17 3 -8.17 3 -8.17 3 V 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 D 0.000 1 0.064 3 0.128 3 0.192 3 0.256 3 0.000 1 -0.405 1 -0.809 1 -1.214 1 -1.619 1 29 11- 13 A 1.36 1 1.36 1 1.36 1 1.36 1 1.36 1 -2.06 3 -2.06 3 -2.06 3 -2.06 3 -2.06 3 V 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.086 3 0.171 3 0.257 3 0.343 3 0.000 1 -0.524 1 -1.047 1 -1.571 1 -2.094 1 30 13- 15 A 2.84 3 2.84 3 2.84 3 2.84 3 2.84 3 -23.42 1 -23.42 1 -23.42 1 -23.42 1 -23.42 1 V 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.105 3 0.210 3 0.315 3 0.421 3 0.000 1 -0.627 1 -1.254 1 -1.881 1 -2.508 1 p RISA-2D (R) Version 3.03 commander Buildings Job Page Date Page 15 00JAGGG JAG 100' AS-200 JOB #31165 ---------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 31 15- 17 A 6.55 3 6.55 3 6.55 3 6.55 3 6.55 3 -41.52 1 -41.52 1 -41.52 1 -41.52 1 -41.52 1 v 0.00 4 0.00 4 0.00 4 0.00 4 0.00 4 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 4 -0.00 4 -0.00 4 -0.00 4 D 0.000 1 0.121 3 0.243 3 0.364 3 0.486 3 0.000 1 -0.709 1 -1.419 1 -2.128 1 -2.837 1 32 17- 19 A 9.07 3 9.07 3 9.07 3 9.07 3 9.07 3 -52.86 1 -52.86 1 -52.86 1 -52.86 1 -52.86 1 v 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 D 0.000 1 0.134 3 0.268 3 0.402 3 0.535 3 0.000 1 -0.768 1 -1.536 1 -2.303 1 -3.071 1 33 19- 21 A 10.40 3 10.40 3 10.40 3 10.40 3 10.40 3 -57.46 1 -57.46 1 -57.46 1 -57.46 1 -57.46 1 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 2 -0.00 2 -0.00 2 -0.00 2 -0.00 2 M 0.00 1 0.00 2 0.00 2 0.00 2 0.00 2 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.141 3 0.283 3 0.424 3 0.565 3 0.000 1 -0.797 1 -1.594 1 -2.390 1 -3.187 1 34 21- 23 A 10.61 3 10.61 3 10.61 3 10.61 3 10.61 3 -55.17 1 -55.17 1 -55.17 1 -55.17 1 -55.17 1 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.144 3 0.288 3 0.432 3 0.576 3 0.000 1 -0.803 1 -1.606 1 -2.409 1 -3.212 1 35 23- 24 A 10.61 3 10.61 3 10.61 3 10.61 3 10.61 3 -55.17 1 -55.17 1 -55.17 1 -55.17 1 -55.17 1 v 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 -0.00 4 -0.00 4 -0.00 4 -0.00 4 -0.00 4 M 0.00 1 0.00 4 0.00 4 0.00 4 0.00 4 0.00 1 -0.00 2 -0.00 2 -0.00 2 -0.00 2 D 0.000 1 0.146 3 0.293 3 0.439 3 0.586 3 0.000 1 -0.797 1 -1.593 1 -2.390 1 -3.187 1 p RISA-2D (R) Version 3.03 commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 36 24- 26 A 11.39 3 11.39 3 11.39 3 11.39 3 11.39 3 - - - - -- ----- -57-46--1 ----57.-46 - 1 ----57.-46 --1------57.46---1-- ---57.4 - ----- ---- Page 16 i OOJAGGG v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.143 3 0.286 3 0.429 3 0.572 3 0.000 1 -0.768 1 -1.536 1 -2.303 1 -3.071 1 37 26- 28 A 10.89 3 10.89 . 3 10.89 3 10.89 3 10.89 3 -52.86 1 -52.86 1 -52.86 1 -52.86 1 -52.86 1 v 0.00 4 0.00 4 0.00 4 0.00 4 0.00 4 -0.00 2 -0.00 2 -0.00 2 -0.00 2 -0.00 2 M 0.00 1 0.00 2 0.00 2 0.00 2 0.00 2 0.00 1 70.00 4 -0.00- 4 -0.00 4 -0.00 4 D 0.000 1 0.134 3 0.268 3 0.403 3 0.537 3 0.000 1 -0.709 1 -1.419 1 -2.128 1 -2.838 1 38 28- 30 A 9.20 3 9.20 3 9.20 3 9.20 3 9.20 3 -41.52 1 -41.52 1 -41.52 1 -41.52 1 -41.52 1 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.121 3 0.241 3 0.362 3 0.482 3 0.000 1 -0.627 1 -1.254 1 -1.881 1 -2.508 1 39 30- 32 A 6.31 3 6.31 3 6.31 3 6.31 3 6.31 3 -23.43 1 -23.43 1 -23.43 1 -23.43 1 -23.43 1 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.103 3 0.205 3 0.308 3 0.410 3 0.000 1 -0.523 1 -1.046 1 -1.570 1 -2.093 1 40 32- 34 A 2.70 4 2.70 4 2.70 4 2.70 4 2.70 4 1.41 1 1.41 1 1.41 1 1.41 1 1.41 1 v 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 D 0.000 1 0.081 3 0.163 3 0.244 3 0.326 3 0.000 1 -0.405 1 -0.809 1 -1.214 1 -1.619 1 p RISA-2D (R) version 3.03 Commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 -------------------------------------------------- 7------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 41 34- 36 A 33.12 1 33.12 1 33.12 1 . 33.12 1 33.12 1 -3.07 3 -3.07 3 -3.07 3 -3.07 3 -3.07 3 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.060 3 0.119 3 0.179 3 0.239 3 0.000 1 -0.287 1 -0.574 1 -0.860 . 1 -1.147 1 42 36- 38 A 71.45 1 71.45 1 71.45 1 71.45 1 71.45 1 -9.54 3 -9.54 3 -9.54 3 -9.54 3 -9.54 3 v 0.00 4 0.00 4 0.00 4 0.00 4 0.00 4 -- ----- ------ - =0-00--1-- ---0-00----1-------0.-00 Page 17 OOJAGGG M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 4 -0.00 4 -0.00 4 -0.00 4 D 0.000 1 0.038 3 0.076 3 0.115 3 0.153 3 0.000 1 -0.175 1 -0.350 1 -0.525 1 -0.701 1 43 38- 40 A 116.53 1 116.53 1 116.53 1 116.53 1 116.53 1 -17.21 3 -17.21 3 -17.21 3 -17.21 3 -17.21 3 v 0.00 3 0.00 3. 0.00 3 0.00 3 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 D 0.000 1 0.019 3 0.037 3 0.056 3 0.074 3 0.000 1 -0.078 1 -0.156 1 -0.233 1 -0.311 1 44 40- 43 A 166.63 1 166.63 1 166.63 1 166.63 1 166.63 1 -25.80 3 -25.80 3 -25.80 3 -25.80 3 -25.80 3 v 0.00 2 0.00 2 0.00 2 0.00 2 0.00 2 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 2 -0.00 2 -0.00 2 -0.00 2 D 0.000 1 0.004 1 0.008 1 0.012 1 0.016 1 0.000 1 0.000 3 0.001 3 0.001 3 0.001 3 45 2- 4 A 57.61 1 57.61 1 57.61 1 57.61 1 57.61 1 -10.62 3 -10.62 3 -10.62 3 -10.62 3 -10.62 3 v 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 D 0.000 1 -0.004 1 -0.009 1 -0.013 1 -0.017 1 0.000 1 -0.013 2 -0.025 2 -0.038 2 -0.051 2 0 RISA-2D (R) version 3.03 commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 46 4- 5 A 8.24 3 8.24 3 8.24 3 8.24 3 8.24 3 -44.41 1 -44.41 1 -44.41 1 -44.41 1 -44.41 1 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.009 3 0.017 3 0.026 3 0.034 3 0.000 1 -0.064 1 -0.128 1 -0.191 1 -0.255 1 47 5- 6 A 47.63 1 47.63 1 47.63 1 47.63 1 47.63 1 -8.88 3 -8.88 3 -8.88 3 -8.88 3 -8.88 3 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 -0.007 3 -0.013 3 -0.020 3 -0.027 3 0.000 1 -0.049 1 -0.097 1 -0.146 1 -0.194 1 48 6- 7 A 7.78 3 7.78 3 7.78 3 7.78 3 7.78 3 -41.42 1 -41.42 1 -41.42 1 -41.42 1 -41.42 1 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 - - - - - - =0.00-4 --- -0.-00 - 1 --0:00---1---- --0.-00 - 1 - -----0.00----1--------- -- Page 18 OOJAGGG D 0.000 1 0.013 3 0.027 3 0.040 3 0.054 3 0.000 1 -0.087 . 1 -0.173 1 -0.260 1 -0.346 1 49 7- 8 A 41.43 1 41.43 1 41.43 1 41.43 1 41.43 1 -7.79 3 -7.79 3 -7.79 3 -7.79 3 -7.79 3 V 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 D 0.000 1 0.003 3 0.007 3 0.010 3 0.014 3 0.000 1 -0.109 1 -0.218 1 -0.326 1 -0.435 1 50 8- 9 A 6.69 3 6.69 3 6.69 3 6.69 3 6.69 3 -35.22 1 -35.22 1 -35.22 1 -35.22 1 -35.22 1 V 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 2 0.00 3 0.00 3 0.00 3 0.00. 3 -0.00 4 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.017 3 0.035 3 0:052 3 0.069 3 0.000 1 -0.103 1 -0.206 1 -0.309 1 -0.412 1 p RISA-2D (R) Version 3.03 commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 51 9- 10 A 35.23 1 35.23 1 35.23 1 35.23 1 35.23 1 -6.69 3 -6.69 3 -6.69 3 -6.69 3 -6.69 3 V 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 D 0.000 1 0.015 3 0.029 3 0.044 3 0.058 3 0.000 1 -0.172 1 -0.345 1 -0.517 . 1 -0.690 1 52 10- 11 A 5.60 3 5.60 3 5.60 3 5.60 3 5.60 3 -29.11 1 -29.11 1 -29.11 1 -29.11 1 -29.11 1 V 0.00 3 0.00 3 0.00 3 0.00 3. 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 D 0.000 1 0.019 3 0.038 3 0.057 3 0.076 3 0.000 1 -0.107 1 -0.215 1 -0.322 1 -0.429 1 53 11- 12 A 29.14 1 29.14 1 29.14 1 29.14 1 29.14 1 -5.62 3 -5.62 3 -5.62 3 -5.62 3 -5.62 3 V 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.026 3 0.052 3 0.078 3 0.104 3 0.000 1 -0.235 1 -0.469 1 -0.704 1 -0.938 1 54 12- 13 A 4.51 3 4.51 3 4.51 3 4. 51 3 4.51 3 -22.81 1 -22.81 1 -22.81 1 -22.81 1 -22.81 1 V 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 2 -0.00 2 -0.00 2 -0.00 2 -0.00 2 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 2 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D. 0.000 1 0.019 3 0.038 3 0.057 3 0.076 3 ------ ----------------- - 0-000-1----0-104-1 ---0:208-1----0:3-1-31-----0-:417--1 Page 19 OOJAGGG 55 13- 14 A 22.79 1 22.79 1 22.79 1 22.79 1 22.79 1 -4.50 3 -4.50 3 -4.50 3 -4.50 3 -4.50 3 V 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 D 0.000 1 0.036 3 0.073 3 0.109 3 0.146 3 0.000 1 -0.290 1 -0.579 1 -0.869 1 -1.158 1 p RISA-2D (R) Version 3.03 Commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 3-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 56 14- 15 A 3.41 3 3.41 3 3.41 3 3.41 3 3.41 3 -16.63 1 -16.63 1 -16.63 1 -16.63 1 -16.63 1 V 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 2 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.017 3 0.034 3 0.051 3 0.068 3 0.000 1 -0.090 1 -0.181 1 -0.271 1 -0.361 1 57 15- 16 A 16.63 1 16.63 1 16.63 1 16.63 1 16.63 1 -3.41 3 -3.41 3 -3.41 3 -3.41 3 -3.41 3 V 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.045 3 0.091 3 0.136 3 0.182 3 0.000 1 -0.335 1 -0.671 1 -1.006 1 -1.341 1 58 16- 17 A 2.32 3 2.32 3 2.32 3 2.32 3 2.32 3 -10.43 1 -10.43 1 -10.43 1 -10.43 1 -10.43 1 V 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 3 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 D 0.000 1 0.014 3 0.028 3 0.042 3 0.056 3 0.000 1 -0.070 1 -0.141 1 -0.211 1 -0.282 1 59 17- 18 A 10.43 1 10.43 1 10.43 1 10.43 1 10.43 1 -2.32 3 -2.32 3 -2.32 3 -2.32 3 -2.32 3 V 0.00 4 0.00 4 0.00 4 0.00 4 0.00 4 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 4 -0.00 4 -0.00 4 -0.00 4 D 0.000 1 0.052 3 0.104 3 0.156 3 0.208 3 0.000 1 -0.367 1 -0.733 1 -1.100 1 -1.466 1 60 18- 19 A 1.22 3 1.22 3 1.22 3 1.22 3 1.22 3 -4.23 1 -4.23 1 -4.23 1 -4.23 1 -4.23 1 V 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 4 -0.00 3 -0.00 3 -0.00 3 -0.00 3 D 0.000 1 0.010 3 0.020 3 0.030 3 0.041 3 0.000 1 -0.047 1 -0.095 1 -0.142 1 -0.189 1 p RISA-2D (R) Version 3.03 -- --- --Commander-Bui-1 di ngs -- - - - - - --- ------job ---- - Page 20 OOJAGGG Page Date JAG 100'. AS-200 JOB #31165 -------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 K , - --(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K, ftftin)LC-- 61 19- 20 A 4.23 1 4.23 1 4.23 ' 1 4.23 1 4.23 1 -1.22 3 -1.22 3 -1.22 3 -1.22 3 -1.22 3 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.056 3 0.113 3 0.169 3 0.225 3 0.000 1 -0.383 1 -0.765 1 -1.148 1 -1.530 1 62 20- 21 A 1.84 1 1.84 1 1.84 1 1.84 1 1.84 1 0.15 3 0.15 3 0.15 3 0.15 3 0.15 3 v 0.00 3 0.00 3 0.00 3. 0.00 3 0.00 3 -0.0.0 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 D 0.000 1 0.006 3 0.011 3 0.017 3 0.022 3 0.000 1 -0.021 1 70.043 1 =0.064 1 -0.086 1 63 21- 22 A -0.20 3 -0.20 3 -0.20 3 -0.20 3 -0.20 3 -1.94 1 -1.94 1 -1.94 1 -1.94 1 -1.94 1 v 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 4 -0.00 -4 -0.00 4 -0.00 4 -0.00 4 M 0.00 1 0.00 4 0.00 4 0.00 4 0.00 4 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 D 0.000 1 0.077 3 0.154 3 0.231 3 0.308 3 0.000 1 -0.482 1 -0.964 1 -1.446 1 -1.928 1 64 22- 23 A 1.80 3 1.80 3 1.80 3 1.80 3 1.80 3 -9.37 1 -9.37 1 -9.37 1 -9.37 1 -9.37 1 v 0.00 4 0.00 4 0.00 4 0.00 4 0.00 4 -0.00 2 -0.00 2 -0.00 2 -0.00 2 -0.00 2 M 0.00 1 0.00 3 0.00 3 0.00 2 0.00 2 0.00 2 -0.00 4 -0.00 4 -0.00 4 -0.00 4 D 0.000 1 0.001 2 0.003 2 0.004 2 0.005 2 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 65 22- 24 A 0.67 3 0.67 3 0.67 3 0.67 3 0.67 3 -1.94 1 -1.94 1 -1.94 1 -1.94 1 -1.94 1 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 2 -0.00 2 -0.00 2 -0.00 2 -0.00 2 M 0.00 1 0.00 2 0.00 2 0.00 2 0.00 2 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.0981 3 0.196 3 0.294 3 0.392 3 0.000 1 -0.476 1 -0.952 1 -1.429 1 -1.905 1 p RISA-2D (R) Version 3.03 commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 . ------------------------------------------------------------------------- Nodes Member Quarter Points ----- - - -No- -I--- J------2=End------- ----1/4----1-/-2--=-----3/4-- 7-End Page 21 OOJAGGG --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 66 24- 25 A 1.84 1 1.84 1 1.84 1 1.84 1 1.84 1 -0.61 3 -0.61 3 -0.61 3 -0.61 3 -0.61 3 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 4 0.00 2 0.00 3 0.00 3 0.00 3 -0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.021 1 0.043 1 0.064 1 0.086 1 0.000 1 -0.002 3 -0.004 3 -0.007 3 -0.009 3 67 25- 26 A 4.23 1 4.23 1 4.23 1 4.23 1 4.23 1 -0.46 3 -0.46 3 -0.46 3 -0.46 3 -0.46 3 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.077 3 0.155 3 0.232 3 0.309 3 0.000 1 -0.351 1 -0.701 1 -1.052 1 -1.402 1 68 26- 27 A 0.46 3 0.46 3 0.46 3 0.46 3 0.46 3 -4.22 1 -4.22 1 -4.22 1 -4.22 1 -4.22 1 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 4 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.047 1 0.095 1 0.142 1 0.189 1 0.000 1 -0.007 3 -0.014 3 -0.021 3 -0.028 3 69 27- 28 A 10.43 1 10.43 1 10.43 1 10.43 1 10.43 1 -1.56 3 -1.56 3 -1.56 3 -1.56 3 -1.56 3 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.071 3 0.142 3 0.213 3 0.285 3 0.000 1 -0.312 1 -0.625 1 -0.937 1 -1.250 1 70 28- 29 A 1.56 3 1.56 3 1.56 3 1.56 3 1.56 3 -10.42 1 -10.42 1 -10.42 1 -10.42 1 -10.42 1 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.070 1 0.141 1 0.211 1 0.282 1 0.000 1 -0.012 3 -0.023 3 -0.035 3 -0.046 3 p RISA-2D (R) Version 3.03 commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 71 29- 30 A 16.63 1 16.63 1 16.63 1 16.63 1 16.63 1 -2.65 3 -2.65 3 -2.65 3 -2.65 3 -2.65 3 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.063 3 0.125 3 0.188 3 0.251 3 0.000 1 -0.263 1 -0.526 1 -0.788 1 -1.051 1 72 --30= -31 - A - 2-.65--3 ----2-.-65 3 - - 2.65 3 -- -2.-65 -- 3-- - - 2.65 - Page 22 OOJAGGG -16.62 1 -16.62 1 -16.62 1 -16.62 1 -16.62 1 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 4 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.090 1 0.181 1 0.271 1 0.361 1 0.000 1 -0.015 3 -0.031 3 -0.046 3 -0.062 3 73 31- 32 A 22.83 1 22.83 1 22.83 1 22.83 1 22.83 1 -3.75 3 -3.75 3 -3.75 3 -3.75 3 -3.75 3 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.052 3 0.104 3 0.156 3 0.208 3 0.000 1 -0.203 1 -0.407 1 -0.610 1 -0.814 1 74 32- 33 A 3.75 3 3.75 3 3.75 3 3.75 3 3.75 3 -22.83 1 -22.83 1 -22.83 1 -22.83 1 -22.83 1 v 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 2 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 4 -0.00 3 -0.00 3 -0.00 3 -0.00 3 D 0.000 1 0.104 1 0.209 1 0.313 1 0.417 1 0.000 1 -0.019 3 -0.037 3 -0.056 3 -0.074 3 75 33- 34 A 29.14 1 29.14 1 29.14 1 29.14 1 29.14 1 -4.87 3 -4.87 3 -4.87 3 -4.87 3 -4.87 3 v 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 D 0.000 1 0.040 3 0.081 3 0.121 3 0.162 3 0.000 1 -0.140 1 -0.279 1 -0.419 1 -0.559 1 p RISA-2D (R) Version 3.03 commander Buildings Job Page Date JAG 100' AS-200 Job #31165 -------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 76 34- 35 A 4.87 3 4.87 3 4.87 3 4.87 3 4.87 3 -29.11 1 -29.11 1 -29.11 1 -29.11 1 -29.11 1 v 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 2 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.107 1 0.215 1 0.322 1 0.429 1 0.000 1 -0.020 3 -0.039 3 -0.059 3 -0.079 3 77 35- 36 A 35.23 1 35.23 1 35.23 1 35.23 1 35.23 1 -5.95 3 -5.95 3 -5.95 3 -5.95 3 -5.95 3 v 0.00 1 0.00 1 0.00. 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00, 1 -0.00 1 D 0.000 1 0.029 3 0.058 3 0.087 3 0.116 3 0.000 1 -0.079 1 -0.158 1 -0.237 1 -0.317 1 78 36- 37 A 5.95 3 5.95 3 5.95 3 5.95 3 5.95 3 -35.22 1 -35.22 1 -35.22 1 -35.22 1 -35.22 1 - - ----- ------ ----- -- ----V----0�00-2----._-0.00-2-----0�00_--2------0�00--Z---O:00---2 - ------ Page 23 OOJAGGG -0.00 4 -0.00 4 -0.00 4 -0.00 4 -0.00 4 M 0.00 2 0.00 4 0.00 4 0.00 4 0.00 4 -0.00 4 -0.00 2 -0.00 2 -0.00 2 -0.00 2 D 0.000 1 0.103 1 0.206 1 0.309 1 0.412 1 0.000 1 -0.020 3 -0.039 3 -0.059 3 -0.079 3 79 37- 38 A 41.43 1 41.43 1 41.43 1 41.43 1 41.43 1 -7.04 3 -7.04 3 -7.04 3 -7.04 3 -7.04 3 V 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 D 0.000 1 0.018 3 0.037 3 0.055 3 0.073 3 0.000 1 -0.027 1 -0.054 1 -0.081 1 -0.108 1 80 38- 39 A 7.04 3 7.04 3 7.04 3 7.04 3 7.04 3 -41.42 1 -41.42 1 -41.42 1 -41.42 1 -41.42 1 V 0.00 4 0.00 4 0.00 4 0.00 4 0.00 4 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 4 -0.00 4 -0.00 4 -0.00 4 D 0.000 1 0.087 1 0.173 1 0.260 1 0.346 1 0.000 1 -0.018 3 -0.035 3 -0.053 3 -0.070 3 p RISA-2D (R) Version 3.03 commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 ---------------------7------------------------------------------------------ Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 81 39- 40 A 47.63 1 47.63 1 47.63 1 47.63 1 47.63 1 -8.14 3 -8.14 3 -8.14 3 -8.14 3 -8.14 3 V 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M 0.00 1 0_.00 3 0.00 3 0.00 3 0.00 3 0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.021 4 0.042 4 0.063 4 0.084 4 0.000 1 0.009 3 0.017 3 0.026 3 0.034 3 82 40- 41 A 7.64 3 7.64 3 7.64 3 7.64 3 7.64 3 -44.41 1 -44.41 1 -44.41 1 -44.41 1 -44.41 1 V 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 -0.00 3 M -0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 4 -0.00 1 -0.00 1 -0.00 1 -0.00 1 D 0.000 1 0.064 1 0.128 1 0.191 1 0.255 1 0.000 1 -0.014 3 -0.028 3 -0.043 3 -0.057 3 83 41- 43 A 57.61 1 57.61 1 57.61 1 57.61 1 57.61 1 -9.95 3 -9.95 3 -9.95 3 -9.95 3 -9.95 3 V 0.00 3 0.00 3 0.00 3 0.00 3 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.00 3 -0.00 3 -0.00 3 D 0.000 1 0.048 1 0.096 1 0.144 1 0.192 1 0.000 1 0.000 3 0.000 3 0.001 3 0.001 3 ENVELOPE SOLUTION AISC Code checks ---------------------------------------------------------------------------- Nodes --- - ----- - Member Quarter-Points -- - - - - - -- -- - Page 24 OOJAGGG No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc shear lc ---------------------------------------------------------------------------- 1 1- 2 0.940 1 0.07 1 0.29 1 0.51 1 0.72 1 0.94 1 0.18 1 2 2- 3 0.882 1 0.88 1 0.66 1 0.45 1 0.23 1 0.01 1 0.54 1 3 42- 43 0.882 1 0.01 1 0.23 1 0.45 1 0.66 1 0.88 1 0.54 1 4 43- 44 0.940 1 0.94 1 0.72 1 0.51 1 0.29 1 0.07 1 0.18 1 5 3- 4 1.009 1 1.01 1 1.01 1 1.01 1 1.01 1 1.01 1 0.00 4 6 4- 6 0.589 1 0.59 1 0.59 1 0.59 1 0.59 1 0.59 1 0.00 1 7 6- 8 0.267 1 0.27 1 0.27 1 0.27 1 0.27 1 0.27 1 0.00 1 8 8- 10 0.027 4 0.03 4 0.03 4 0.03 4 0.03 4 0.03 4 0.00 1 9 10- 12 0.293 1 0.29 1 0.29 1 0.29 1 0.29 1 0.29 1 0.00 1 10 12- 14 0.518 1 0.52 1 0.52 1 0.52 1 0.52 1 0.52 1 0.00 1 11 14- 16 0.688 1 0.69 1 0.69 1 0.69 1 0.69 1 0.69 1 0.00 4 12 16- 18 0.804 1 0.80 1 0.80 1 0.80 1 0.80 1 0.80 1 0.00 1 13 18- 20 0.865 1 0.87 1 0.87 1 0.87 1 0.87 1 0.87 1 0.00 1 14 20- 22 0.923 1 0.92 1 0.92 1 0.92 1 0.92 1 0.92 1 0.00 4 0 RISA-2D (R) Version 3.03 commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 ----------=----------------------------------------------------------------- ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc '3/4 lc L lc shear lc ---------------------------------------------------------------------------- 15 22- 25 0.923 1 0.92 1 0.92 1 0.92 1 0.92 1 0.92 1 0.00 1 16 25- 27 0.865 1 0.86 1 0.86 1 0.86 1 0.86 1 0.86 1 0.00 1 17 27- 29 0.804 1 0.80 1 0.80 1 0.80 1 0.80 1 0.80 1 0.00 1 18 29- 31 0.688 1 0.69 1 0.69 1 0.69 1 0.69 1 0.69 1 0.00 1 19 31- 33 0.518 1 0.52 1 0.52 1 0.52 1 0.52 1 0.52 1 0.00 1 20 33- 35 0.292 1 0.29 1 0.29 1 0.29 1 0.29 1 0.29 1 0.00 4 21 35- 37 0.015 3 0.01 3 0.01 3 0.01 3 0.01 3 0.01 3 0.00 1 22 37- 39 0.267 1 0.27 1 0.27 1 0.27 1 0.27 1 0.27 1 0.00 1 23 39- 41 0.589 1 0.59 1 0.59 1 0.59 1 0.59 1 0. 59 1 0.00 1 24 41- 42 1.009 1 1.01 1 1.01 1 1.01 1 1.01 1 1.01 1 0.00 4 25 2- 5 0.963 1 0.96 1 0.96 1 0.96 1 0.96 1 0.96 1 0.00 1 26 5- 7 0.627 1 0.63 1 0.63 1 0.63 1 0.63 1 0.63 1 0.00 1 27 7- 9 0.993 1 0.99 1 0.99 1 0.99 1 0.99 1 0.99 1 0.00 1 28 9- 11 0.460 1 0.46 1 0.46 1 0.46 1 0.46 1 0.46 1 0.00 1 29 11- 13 0.020 3 0.02 3 0.02 3 0.02 3 0.02 3 0.02 3 0.00 1 30 13- 15 0.231 1 0.23 1 0.23 1 0.23 1 0.23 1 0.23 1 0.00 1 31 15- 17 0.409 1 0.41 1 0.41 1 0.41 1 0.41 1 0.41 1 0.00 4 32 17- 19 0.521 1 0.52 1 0.52 1 0.52 1 0.52 1 0.52 1 0.00 1 33 19- 21 0. 567 1 0.57 1 0.57 1 0.57 1 0.57 1 0.57 1 0.00 1 34 21- 23 0.544 1 0.54 1 0.54 1 0.54 1 0.54 1 0.54 1 0.00 1 35 23- 24 0.544 1 0.54 1 0.54 1 0.54 1 0.54 1 0.54 1 0.00 4 36 24- 26 0.567 1 0.57 1 0.57 1 0.57 1 0.57 1 0.57 1 0.00 1 37 26- 28 0.521 1 0.52 1 0.52 1 0.52 1 0.52 1 0.52 1 0.00 4 38 28- 30 0.409 1 0.41 1 0.41 1 0.41 1 0.41 1 0.41 1 0.00 1 39 30- 32 0.231 1 0.23 1 0.23 1 0.23 1 0.23 1 0.23 1 0.00 1 40 32- 34 0.037 4 0.04 4 0.04 4 0.04 4 0.04 4 0.04 4 0.00 1 41 34- 36 0.460 1 0.46 1 0.46 1 0.46 1 0.46 1 0.46 1 0.00 1 42 36- 38 0.993 1 0.99 1 0.99 1 0.99 1 0.99 1 0.99 1 0.00 1 43 38- 40 0.627 1 0.63 1 0.63 1 0.63 1 0.63 1 0.63 1 0.00 1 44 40- 43 0.963 1 0.96 1 0.96 1 0.96 1 0.96 1 0.96 1 0.00 1 45 2- 4 0.910 1 0.91 1 0.91 1 0.91 1 0.91 1 0.91 1 0.00 1 46 4- 5 0.679 1 0.68 1 0.68 1 0.68 1 0.68 1 0.68 1 0.00 1 47 5- 6 0.787 1 0.79 1 0.79 1 0.79 1 0.79 1 0.79 1 0.00 1 _- - -------48---67-----0.-966 -1--0-,-97---1---0.97--1---0-9-7-1-0.97-1-0-97-1-0.00 1- -- Page 25 . OOJAGGG 49 7- 8 0.884 1 0.88 1 0.88 1 0.88 1 0.88 1 0.88 1 0.00 1 50 8- 9 0.821 1 0.82 1 0.82 1 0.82 1 0.82 1 0.82 1 0.00 1 51 9- 10 0.751 1 0.75 1 0.75 1 0.75 1 0.75 1 0.75. 1 0.00 1 52 10- 11 0.679 1 0.68 1 0.68 1 0.68 1 0.68 1 0.68 1 0.00 1 53 11- 12 0.872 1 0.87 1 0.87 1 0.87 1 0.87 1 0.87 1 0.00 1 54 12- 13 0.792 1 0.79 1 0.79 1 0.79 1 0.79 1 0.79 1 0.00 1 55 13- 14 0.682 1 0.68 1 0.68 1 0.68 1 0.68 1 0.68 1 0.00 1 56 14- 15 0.577 1 0.58 1 0.58 1 0.58 1 0.58 1 0.58 1 0.00 1 57 15- 16 0.498 1 0.50 1 0.50 1 0.50 1 0.50 1 0.50 1 0.00 1 58 16- 17 0.362 1 0.36 1 0.36 1 0.36 1 0.36 1 0.36 1 0.00 1 59 17- 18 0.929 1 0.93 1 0.93 1 0.93 1 0.93 1 0.93 1 0.00 4 p RISA-2D (R) Version 3.03 Commander Buildings Job Page Date JAG 100' AS-200 JOB #31165 ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc ---------------------------------------------------------------------------- 60 18- 19 0.384 3 0.38 3 0.38 3 0.38 3 0.38 3 0.38 3 0.00 1 •61 19- 20 0.549 1 0.55 1 0.55 1 0.55 1 0.55 1 0.55 1 0.00 1 62 20- 21 0.579 1 0.58 1 0.58 1 0.58 1 0.58 1 0.58 1 0.00 1 63 21- 22 0.090 1 0.09 1 0.09 1 0.09 1 0.09 1 0.09 1 0.00 4 64 22- 23 0.325 1 0.33 1 0.33 1 0.33 1 0.33 1 0.33 1 0.00 4 65 22- 24 0.263 3 0.26 3 0.26 3 0.26 3 0.26 3 0.26 3 0.00 1 66 24- 25 0.578 1 0.58 1 0.58 1 0.58 1 0.58 1 0.58 1 0.00 1 67 25- 26 0.549 1 0.55 1 0.55 1 0.55 1 0.55 1 0.55 1 0.00 1 68 26- 27 0.196 1 0.20 1 0.20 1 0.20 1 0.20 1 0.20 1 0.00 1 69 27- 28 0.928 1 0.93 1 0.93 1 0.93 1 0.93 1- 0.93 1 0.00 1 70 28- 29 0.362 1 0.36 1 0.36 1 0.36 1 0.36 1 0.36 1 0.00 1 71 29- 30 0.498 1 0.50 1 0.50 1 0.50 1 0.50 1 0.50 1 0.00 1 72 30- 31 0.577 1 0.58 1 0.58 1 0.58 1 0.58 1 0.58 1 0.00 1 73 31- 32 0.684 1 0.68 1 0.68 1 0.68 1 0.68 1 0.68 1 0.00 1 74 32- 33 0.793 1 0.79 1 0.79 1 0.79 1 0.79 1 0.79 1 0.00 1 75 33- 34 0.871 1 0.87 1 0.87 1 0.87 1 0.87 1 0.87 1 0.00 1 76 34- 35 0.679 1 0.68 1 0.68 1 0.68 1 0.68 1 0.68 1 0.00 1 77 35- 36 0.751 1 0.75 1 0.75 1 0.75 1 0.75 1 0.75 1 0.00 1 78 36- 37 0.821 1 0.82 1 0.82 1 0.82 1 0.82 1 0.82 1 0.00 4 79 37- 38 0.883 1 0.88 1 0.88 1 0.88 1 0.88 1 0.88 1 0.00 1 80 38- 39 0.966 1 0.97 1 0.97 1 0.97 1 0.97 1 0.97 1 0.00 1 81 39- 40 0.786 1 0.79 1 0.79 1 0.79 1 0.79 1 0.79 1 0.00 1 82 40- 41 0.679 1 0.68 1 0.68 1 0.68 1 0.68 1 0.68 1 0.00 1 83 41- 43 0.910 1 0.91 1 0.91 1 0.91 1 0.91 1 0.91 1 0.00 1 ENVELOPE SOLUTION Alternate sections ---------------------------------------------------------------------------- Section suggested Alternatives Set ---------------------------------------------------------------------------- COLUMN w30X90 w27X94 w30X99 w27X102 w24X103 TOPCHORD LL3.5X5X5 LL5X3.5X5 LL3.5X4X6 LL4X3.5X6 LL3X3X8 BOTCHORD LL4X3X4 LL3.5X3.5X4 LL3X2X6 LL3.5X2.5X5 LL3X3X5 Page 26 i i .- I I I i I I O9 9 10 10 11 O 8 11 12 13 O7 I 12 I i 2 3 4 5 6 1 f O O O i i I I i i i i I I COMMANDER BUILDINGS, INC. JAG - NEPSI PROJECT .. 22223 HIGHWAY 38 NORTH ENDWALL FRAME P.O. BOX 611 MONTICELLO,IA 52310-0611 (319)465-5961 -- (319)465-5962 FAX Job #31165 6/1/2011 www.cornmanderbuifdings.com Z:\31165]AG.dwg,ENDWALL,6/1/20114:55:20 PM,Commander Buildings Inc.,[Detailed by Gary Brokens] i OOJAGEW 0 RISA-2D (R) Version 3.03 commander Buildings Job Page Date 5 BAY 100' ENDWALLS JAG JOB #31165 units option us standard AISC code Checks 9th Edition ASD shear Deformation: No P-Delta Effects : No Redesign : Yes Edge Forces : No A.S.I.F. . 1.333 ---------------------------------------------------------------------------- Node Boundary conditions No x-coord Y-Coord x-dof Y-dof Rotation Temp. -----------(ft)--------(ft)-----(in,K/in)----(in,K/in)---(r,K-ft/r)-----(F - 1 0.00 0.00 R R 0.00 2 19.00 0.00 R R 0.00 3 39.00 0.00 R R 0.00 4 61.00 0.00 R R 0.00 5 81.00 0.00 R R 0.00 6 100.00 0.00 R R 0.00 7 0.00 16.00 R 0.00 8 19.00 17.58 R 0.00 9 39.00 19.25 R 0.00 10 50.00 20.17 0.00 11 61.00 19.25 R 0.00 12 81.00 17.58 R 0.00 13 100.00 16.00 R 0.00 ---------------------------------------------------------------------------- Material Elastic Poisson's Thermal weight Yield stress . Label Modulus Ratio coefficient Density (Fy) ---------------(Ksi)-----------------------(F)--------(K/ft3)------(KSi)---- STEEL 29000.00 0.30000 0.65000 0.490 50.000 ---------------------------------------------------------------------------- section Database Matl . Area Moment of As y/y Label Shape Set Inertia coef --------------------------------------(inA2)---------(inA4)----------------- COL1 W6X9 STEEL 2.68 16.400 1.20 COL2 w6X9 STEEL 2.68 16.400 1.20 COL3 w8x10 STEEL 2.96 30.800 1.20 COL4 w8X10 STEEL 2.96 30.800 1.20 COL5 w6X9 STEEL 2.68 16.400 1.20 COL6 w6x9 STEEL 2.68 16.400 1.20 BEAM WlOX12 STEEL 3.54 53.800 1.20 0 RISA-2D (R) Version 3.03 commander Buildings Job Page Date Page 1 5 BAY 100' ENDWALLS OOJAGEW JAG JOB #31165 ------------------------------------------------ --------------------------- I J I Releases J End offsets -No Node Node Section x y z x y z Sec Sway I J Len th -------------------------------- 1 1 - 7 COL1 16.00 2 2 - 8 COL2 1 17.58 3 3 - 9 COL3 1 19.25 4 4 - 11 COL4 1 19.25 5 5 - 12 COL5 1 17.58 6 6 - 13 COL6 16.00 7 7 - 8 BEAM 1 19.07 8 8 - 9 BEAM 20.07 9 9 - 10 BEAM 11.04 10 10 - 11 BEAM 11.04 11 11 - 12 BEAM 20.07 12 12 - 13 BEAM 1 19.07 ---------------------------------------------------------------------------- I J unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In out cm Cb --------------------(ft)-----(ft)-----(ft)---------------------------------- 1 1 - 7 6.00 2 2 - 8 6.00 3 3 - 9 6.00 4 4 - 11 6.00 5 5 - 12 6.00 6 6 - 13 6.00 7 7 - 8 5.00 8 8 - 9 5.00 9 9 - 10 5.00 10 10 - 11 5.00 11 11 - 12 5.00 12 12 - 13 5.00 ---------------------------------------------------------------------------- section set Depth Range width Range unity check Range Max Min Max Min Max Min --------------------(in)-----(in)-------(in)-----(in)------------------------ COL1 1.0000 0.0100 COL2 1.0000 0.0100 COL3 1.0000 0.0100 COL4 1.0000 0.0100 COL5 1.0000 0.0100 COL6 1.0000 0.0100 BEAM 1.0000 0.0100 0 RISA-2D (R) Version 3.03 commander Buildings Job Page Date 5 BAY 100' ENDWALLS JAG JOB #31165 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist. ---------------------------------------------------------------------------- 1---DEAD-- ----- ------ -- ----------6 Page 2 OOJAGEW 2 SNOW 6 3 WIND 12 Member Distributed Loads,BLC 1: DEAD ---------------------------------------------------------------------------- Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location -------------------------(K/ft,F)-----(K/ft,F)---------(ft)---------(ft)---- 7 7 - 8 v -0.060 -0.060 0.000 19.065 8 8 - 9 v -0.060 -0.060 0.000 20.069 9 9 - 10 v -0.060 -0.060 0.000 11.038 10 10 - 11 v -0.060 -0.060 0.000 11.038 11 11 - 12 v -0.060 -0.060 0.000 20.069 12 12 - 13 v -0.060 -0.060 0.000 19.065 Member Distributed Loads,BLc 2: SNOW ---------------------------------------------------------------------------- Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location -------------------------(K/ft,F)-----(K/ft,F)---------(ft)---------(ft)---- 7 7 - 8 V -0.462 -0.462 0.000 19.065 8 8 - 9 v -0.462 -0.462 0.000 20.069 9 9 - 10 V -0.462 -0.462 0.000 11.038 10 10 - 11 V -0.462 -0.462 0.000 11.038 11 11 - 12 V -0.462 -0.462 0.000 20.069 12 12 - 13 v -0.462 -0.462 0.000 19.065 Member Distributed Loads,BLc 3: WIND ---------------------------------------------------------------------------- Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location -------------------------(K/ft,F)-----(K/ft,F)---------(ft)---------(ft)---- 7 7 - 8 y 0.160 0.160 0.000 19.065 8 8 - 9 y 0.160 0.160 0.000 20.069 9 9 - 10 y 0.160 0.160 0.000 11.038 10 10 - 11 y 0.160 0.160 0.000 11.038 11 11 - 12 y 0.160 0.160 0.000 20.069 12 12 - 13 y 0.160 0.160 0.000 19.065 1 1 - 7 x 0.115 0.115 0.000 16.000 2 2 - 8 x 0.236 0.236 0.000 17.579 3 3 - 9 x 0.254 0.254 0.000 19.250 4 4 - 11 x 0.254 0.254 0.000 19.250 5 5 - 12 x 0.236 0.236 0.000 17.579 6 6 - 13 x 0.115 0.115 0.000 16.000 0 RISA-2D (R) version 3.03 Commander Buildings Job Page Date 5 BAY 100' ENDWALLS JAG JOB #31165 ---------------------------------------------------------------------------- Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V ---------------------------------------------------------------------------- 1 D+S 1 1 2 1 Y 2 D+W 1 1 3 1 Y 3 D+S+W 1 1 2 .75 3 .75 Y Dynamic Analysis Data Page 3 OOJAGEW Number of modes (frequencies) 3 Basic Load case for masses None BLC mass direction of action X only Acceleration of Gravity 32.20 ft/sec**2 ENVELOPE SOLUTION Nodal Displacements ---------------------------------------------------------------------------- Node Global X Global Y Rotation -------------------(in)------LC----------(in)------LC----------(rad)-----LC- 1 max 0.00000 2 0.00000 2 0.00000 1 min 0.00000 1 -0.00000 1 -0.00594 2 2 max 0.00000 2 0.00000 2 -0.00000 1 min 0.00000 1 -0.00000 1 -0.01618 2 3 max 0.00000 2 0.00000 2 0.00000 1 min 0.00000 1 -0.00000 1 -0.01217 2 4 max 0.00000 2 0.00000 2 -0.00000 1 min 0.00000 1 -0.00000 1 -0.01217 2 5 max 0.00000 2 0.00000 2 0.00000 1 min 0.00000 1 -0.00000 1 -0.01618 2 6 max 0.00000 2 0.00000 2 -0.00000 1 min 0.00000 1 -0.00000 1 -0.00594 2 7 max 0.00000 2 0.00186 2 0.00594 2 min -0.00000 1 -0.00972 1 0.00000 1 8 max 0.00000 3 0.00597 2 0.00149 1 min 0.00000 1 -0.03114 1 -0.00029 2 9 max 0.00000 2 0.00551 2 0.00024 1 min -0.00000 1 -0.02878 1 -0.00005 2 10 max 0.00000 2 0.04453 2 0.00000 2 min -0.00000 1 -0.23363 1 -0.00000 1 11 max 0.00000 1 0.00551 2 0.00005 2 min 0.00000 2 -0.02878 1 -0.00024 1 12 max 0.00000 2 0.00597 2 0.00029 2 min -0.00000 1 -0.03114 1 -0.00149 1 13 max 0.00000 3 0.00186 2 0.00594 2 min 0.00000 2 -0.00972 1 -0.00000 1 RISA-2D (R) Version 3.03 commander Buildings Job Page Date 5 BAY 100' ENDWALLS JAG JOB #31165 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ENVELOPE SOLUTION Reactions ---------------------------------------------------------------------------- Node Global X Global Y Moment --------------------(K)------LC-----------(K)------LC----------(K-ft)----LC- 1 max 0.00000 1 3.93503 1 0.00000 1 min -0.92000 2 -0.75144 2 0.00000 1 2 max 0.00000 1 11.47195 1 0.00000 1 min -2.07444 2 -2.20122 2. 0.00000 1 3 max 0.00000 1 10.69303 1 0.00000 1 min -2.44475 2 -2.04735 2 0.00000 1 4 max 0.00000 1 10.69303 1 0.00000 1 min -2.44475 2 -2.04735 2 0.00000 1 5 max • 0.00000 1 11.47195 1 0.00000 1 min -2.07444 2 -2.20122 2 0.00000 1 - -- --- -- - ----6----max ----- Page 4 OOJAGEW min -0.92000 2 -0.75144 2 0.00000 1 7 max 0.88434 1 0.00000 1 0.00000 1 min -0.96379 2 0.00000 1 0.00000 1 8 max -0.99092 1 0.00000 1 0.00000 1 min -1.90371 3 0.00000 1 0.00000 1 9 max 13.14494 1 0.00000 1 0.00000 1 min -4.74188 2 0.00000 1 0.00000 1 11 max -0.14762 2 0.00000 1 0.00000 1 min -13.14494 1 0.00000 1 0.00000 1 12 max 0.99092 1 0.00000 1 0.00000 1 min -2.52559 2 0.00000 1 0.00000 1 13 max -0.87621 2 0.00000 1 0.00000 1 min -1.26959 3 0.00000 1 0.00000 1 ENVELOPE SOLUTION Member section Results ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 1 1- 7 A 3.94 1 3.94 1 3.94 1 3.94 1 3.94 1 -0.75 2 -0.75 2 -0.75 2 -0.75 2 -0.75 2 V 0.92 2 0.46 2 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -0.00 3 -0.46 2 -0.92 2 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 3 0.00 2 -2.76 2 -3.68 2 -2.76 2 0.00 2 D 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 -0.253 2 -0.357 2 -0.256 2 -0.004 2 0 RISA-2D (R) Version 3.03 commander Buildings Job Page Date 5 BAY 100' ENDWALLS JAG JOB #31165 ------------------------------------------------------------- -------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 2 2- 8 A 11.47 1 11.47 1 11.47 1 11.47 1 11.47 1 -2.20 2 -2.20 2 -2.20 2 -2.20 2 -2.20 2 V 2.07 2 1.04 2 0.00 2 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -1.04 2 -2.07 2 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 2 -6.84 2 -9.12 2 -6.84 2 -0.00 2 D 0.000 1 -0.000 1 -0.000 1 -0.000 1 -0.000 1 0.000 1 -0.758 2 -1.066 2 -0.765 2 -0.013 2 3 3- 9 A 10.69 1 10.69 1 10.69 1 10.69 1 10.69 1 -2.05 2 -2.05 2 -2.05 2 -2.05 2 -2.05 2 V 2.44 2 1.22 2 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 2 -1.22 2 -2.44 2 M 0.00 2 -0.00 1 -0.00 1 -0.00 1 0.00 2 -0.00 3 -8.82 2 -11.77 2 -8.82 2 -0.00 3 D 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 -0.625 2 -0.879 2 -0.630 2 -0.011 2 4 4- 11 A 10.69 1 10.69 1 10.69 1 10.69 1 10.69 1 -2.05 2 -2.05 2 -2.05 2 -2.05 2 -2.05 2 V 2.44 2 1.22 2 0.00 3 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 2 -1.22 2 -2.44 2 M 0.00 1 0.00 1 0.00 1 0.00 1 0.00 2 -- --- - - ----0.00 3 ------8.-82 2--- --11.77- - 2--------8.82 2 - - -0.00 --3- -------- - ---- Page 5 OOJAGEW D 0.000 1 -0.000 1 -0.000 1 -0.000 1 -0.000 1 0.000 1 -0.625 2 -0.879 2 -0.630 2 -0.011 2 5 5- 12 A 11.47 1 11.47 1 11.47 1 11.47 1 11.47 1 -2.20 2 -2.20 2 -2.20 2 -2.20 2 -2.20 2 v 2.07 2 1.04 2 . 0.00 2 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -1.04 2 -2.07 2 M 0.00 1 0.00 1 0.00 1 -0.00 1 -0.00 1 0.00 2 -6.84 2 -9.12 2 -6.84 2 -0.00 2 O 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 0.000 1 -0.758 2 -1.066 2 -0.765 2 -0.013 2 6 6- 13 A 3.94 1 3.94 1 3.94 1 3.94 1 3.94 1 -0.75 2 -0.75 2 -0.75 2 -0.75 2 -0.75 2 v 0.92 2 0.46 2 0.00 2 -0.00 1 -0.00 1 -0.00 1 -0.00 1 -0.00 3 -0.46 2 -0.92 2 M 0.00 2 -0.00 1 0.00 1 0.00 1 0.00 3 -0.00 1 -2.76 2 -3.68 2 -2.76 2 0.00 2 D 0.000 1 -0.000 1 -0.000 1 -0.000 1 -0.000 1 0.000 1 -0.253 2 -0.357 2 -0.256 2 -0.004 2 RISA-2D (R) version 3.03 Commander Buildings Job Page Date 5 BAY 100' ENDWALLS JAG JOB #31165 ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End ----------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 7 7- 8 A 1.21 1 1.00 1 0.80 1 0.59 1 0.39 1 -0.11 2 -0.13 2 -0.15 2 -0.18 2 -0.20 2 v 3.85 1 1.38 1 0.21 2 0.69 2 1.17 2 -0.75 2 -0.27 2 -1.09 1 -3.56 1 -6.04 1 M 0.00 1 2.41 2 2.54 2 0.39 2 20.85 1 0.00 1 -12.45 1 -13.13 1 -2.03 1 -4.04 2 D 0.012 1 0.070 2 0.087 2 0.046 2 0.000 1 -0.002 2 -0.362 1 -0.451 1 -0.237 1 0.000 1 8 8- 9 A 0.35 1 0.13 1 0.02 2 -0.01 2 -0.03 2 0.07 2 0.04 2 ' -0.08 1 -0.30 1 -0.52 1 v 5.48 1 2.88 1 0.28 1 0.45 2 0.95 2 -1.06 2 -0.56 2 -0.05 2 -2.32 1 -4.92 1 M 20.85 1 0.02 2 1.56 2 0.57 2 15.30 1 -4.04 2 -0.11 1 -8.03 1 -2.89 1 -2.95 2 D 0.000 1 0.017 2 0.040 2 0.026 2 0.002 2 0.000 1 -0.086 1 -0.203 1 -0.131 1 -0.012 1 9 9- 10 A 13.47 1 13.35 1 13.23 1 13.11 1 12.99 1 -2.49 2 -2.51 2 -2.52 2 -2.53 2 -2.55 2 v 4.64 1 3.20 1 1.77 1 0.34 1 0.21 2 -0.90 2 -0.62 2 -0.34 2 -0.06 2 -1.09 1 M 15.30 1 4.48 1 0.46 2 1.02 2 0.81 2 -2.95 2 -0.87 2 -2.39 1 -5.32 1 -4.29 1 D 0.000 1 0.007 2 0.023 2 0.035 2 0.039 2 0.000 1 -0.039 1 -0.120 1 -0.183 1 -0.205 1 10 10- 11 A 12.99 1 13.11 1 13.23 1 13.35 1 13.47 1 -2.55 2 -2.53 2 -2.52 2 -2.51 2 -2.49 2 v 1.09 1 0.06 2 0.34 2 0.62 2 0.90 2 -0.21 2 -0.34 1 -1.77 1 -3.20 1 -4.64 1 M 0.81 2 1.02 2 0.46 2 4.48 1 15.30 1 -4.29 1 -5.32 1 -2.39 1 -0.87 2 -2.95 2 D 0.000 1 0.021 1 0.083 1 0.163 1 0.202 1 ---------- ---- ---------- ----------- ---- ---- . . --------0�004 ---2-----_0:016 --2---=0.-031 ---2 -- -0:038--2---- Page 6 OOJAGEW 11 11- 12 A -0.03 2 -0.01 2 0.02 2 0.13 1 0.35 1 -0.52 1 -0.30 1 -0.08 1 0.04 2 0.07 2 V 4.92 1 2.32 1 0.05 2 0.56 2 1.06 2 -0.95 2 -0.45 2 -0.28 1 -2.88 1 -5.48 1 M 15.30 1 0.57 2 1.56 2 0.02 2 20.85 1 -2.95 2 -2.89 1 -8.03 1 -0.11 1 -4.04 2 D 0.000 1 0.025 2 0.040 2 0.019 2 0.004 2 0.000 1 -0.127 1 -0.207 1 -0.097 1 -0.018 1 0 RISA-2D (R) Version 3.03 commander Buildings Job Page Date 5 BAY 100'. ENDWALLS JAG JOB #31165 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 12 12- 13 A 0.39 1 0.59 1 0.80 1 1.00 1 1.21 1 -0.20 2 -0.18 2 -0.15 2 -0.13 2 -0.11 2 V 6.04 1 3.56 1 1.09 1 0.27 2 0.75 2 -1.17 2 -0.69 2 -0.21 2 -1.38 1 -3.85 1 M 20.85 1 0.39 2 2.54 2 2.41 2 0.00 2 -4.04 2 -2.03 1 -13.13 1 -12.45 1 -0.00 3 D 0.000 1 0.046 2 0.087 2 0.070 2 0.012 1 0.000 1 -0.237 1 -0.451 1 -0.362 1 -0.002 2 ENVELOPE SOLUTION AISC code checks ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc ---------------------------------------------------------------------------- 1 1- 7 0.313 2 0.08 1 0.24 2 0.31 2 0.24 2 0.08 1 0.05 2 2 2- 8 0.776 2 0.24 1 0.58 2 0.78 2 0. 58 2 0.24 1 0.10 2 3 3- 9 0.732 2 0.20 1 0.55 2 0.73 2 0.55 2 0.20 1 0.09 2 4 4- 11 0.732 2 0.20 1 0.55 2 0.73 2 0.55 2 0.20 1 0.09 2 5 5- 12 0.776 2 0.24 1 0.58 2 0.78 2 0.58 2 0.24 1 0.10 2 6 6- 13 0.313 2 0.08 1 0.24 2 0.31 2 0.24 2 0.08 1 0.05 2 7 7- 8 0.857 1 0.02 1 0.52 1 0.55 1 0.09 1 0.86 1 0.16 1 8 8- 9 0.857 1 0.86 1 0.01 1 0.33 1 0.12 1 0.62 1 0.15 1 9 9- 10 0.752 1 0.75 1 0.35 1 0.28 1 0.38 1 0.34 1 0.12 1 10 10- 11 0.752 1 0.34 1 0.38 1 0.28 1 0.35 1 0.75 1 0.12 1 11 11- 12 0.857 1 0.62 1 0.12 1 0.33 1 0.01 1 0.86 1 0.15 1 12 12- 13 0.857 1 0.86 1 0.09 1 0.55 1 0.52 1 0.02 1 0.16 1 ENVELOPE SOLUTION Alternate sections ---------------------------------------------------------------------------- Section Suggested Alternatives set ---------------------------------------------------------------------------- COL1 S3x5.7 S3X7.5 S4X7.7 M10x9 w6x9 COL2 w6x9 S5x10 w8x10 M12X11.8 WlOX12 COL3 S5X10 w8x10 M12x11.8 WlOX12 w6x12 COL4 S5X10 w8x10 M12X11.8 WlOX12 w6x12 COL5 w6x9 S5x10 w8x10 M12x11.8 WlOX12 COL6 S3x5.7 S3X7.5 S4X7.7 M10X9 W6x9 BEAM WlOX12 w8x13 W12x14 WlOX15 w6x15 Page 7 I I i I i I I i I 4 1 i I I i i i ' O O I i COMMANDER BUILDINGS, INC. JAG - NEPSI PROJECT F 22223 HIGHWAY 38 NORTH CONNECTOR FRAME P. O. BOX 611 MONTICELLO,IA 52310-0611 (319)465-5961 -- (319)465-5962 FAX Job #31165 6/1/2011 '- www.commanderbuildin.9s.com Z:\31165 JAG.dwg,CONNECTOR,6/1/20114:55:30 PM,Commander Buildings Inc.,[Detailed by Gary Brokens] 00JAG100 P-Delta Effects : . No Redesign Yes Edge Forces No A.S.I.F. 1.333 0 RISA-2D (R) Version 3.03 commander Buildings Job Page Date 20'-0" AS-100 (CONNECTOR) JAG JOB #31165 ---------------------------------------------------------------------------- Node Boundary Conditions No x-coord Y-coord X-dof Y-dof Rotation Temp. -----------(ft)--------(ft)-----(in,K/in)----(in,K/in)---(r,K-ft/r)-----(F)- 1 0.33 0.00 R R 0.00 2 0.33 12.00 0.00 3 10.00 12.81 0.00 4 19.67 12.00 0.00 5 19.67 0.00 R R 0.00 ---------------------------------------------------------------------------- Material Elastic Poisson's Thermal Weight Yield stress Label modulus Ratio coefficient Density (Fy) -- ------- (KSi)------------------------(F)--------(K/ft3)------(KSl)---- STEEL 29000.00 0.30000 0.65000 0.490 50.000 ---------------------------------------------------------------------------- section Database Matl . Area Moment of As y/y Label shape set Inertia coef --------------------------------------(inA2)---------(inA4)----------------- COL1 W8X10 STEEL 2.96 30.800 1.20 BEAM W8X10 STEEL 2.96 30.800 1.20 ---------------------------------------------------------------------------- I J I Releases J End offsets -No Node Node section x y z x y z sec Sway I J Len th ------- ---- 1 1 - 2 COL1 12.00 2 2 - 3 BEAM 9.70 3 3 - 4 BEAM 9.70 4 4 - 5 COL1 12.00 ---------------------------------------------------------------------------- I J unbraced Lengths K Factors Bending coefs No Node Node Lb-in Lb-out Lc In out Cm cb --------------------(ft)-----(ft)-----(ft)---------------------------------- 1 1 - 2 6.00 2 2 - 3 3.20 3 3 - 4 3.20 4 4 - 5 6.00 ---------------------------------------------------------------------------- section set Depth Range width Range unity check Range Max Min Max Min Max Min -------------------(in)-----(in)-------(in)-----(in)------------------------ COL1 1.0000 0.1000 Page 27 007AG100 0 RISA-2D (R). Version 3.03 commander Buildings Job Page Date 20'-0" AS-100 (CONNECTOR) JAG JOB #31165 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist. ---------------------------------------------------------------------------- 1 DEAD 2 2 SNOW 2 3 WIND 3 Member Distributed Loads,BLC 1: DEAD ---------------------------------------------------------------------------- Memb I ] Start End Start End No Node Node Dir Magnitude Magnitude Location Location -------------------------(K/ft,F)-----(K/ft,F)---------(ft)---------(ft)---- 2 2 - 3 V -0.050 -0.050 0.000 9.703 3 3 - 4 V -0.050 -0.050 0.000 9.703 Member Distributed Loads,BLc 2: SNOW ---------------------------------------------------------------------------- Memb I J Start End Start End No Node Node Dir. Magnitude Magnitude Location Location -------------------------(K/ft,F)-----(K/ft,F)---------(ft)---------(ft)---- 2 2 - 3 V -0.444 -0.444 0.000 9.703 3 3 - 4 V -0.444 -0.444 0.000 9.703 Member Distributed Loads,BLc 3: WIND ---------------------------------------------------------------------------- Memb I 7 Start End Start End No Node Node Dir Magnitude Magnitude Location Location -------------------------(K/ft,F)-----(K/ft,F)---------(ft)---------(ft)---- 2 2 - 3 y 0.140 0.140 0.000 9.703 3 3 - 4 y 0.140 0.140 0.000 9.703 1 1 - 2 X 0.150 0.150 0.000 12.000 ---------------------------------------------------------------------------- Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V ---------------------------------------------------------------------------- 1 D+S 1 1 2 1 Y 2 (D+w) .75 1 1 3 1 Y Y 3 (D+s+.5w) .75 1 1 2 1 3 .5 Y Y 4 (D+.5s+w).75 1 1 2 .5 3 1 Y Y Dynamic Analysis Data Number of modes (frequencies) 3 Basic Load case for masses None BLC mass direction of action x only Acceleration of Gravity 32.20 ft/sec**2 0 RISA-2D (R) Version 3.03 commander Buildings job Page Date -- '— -- ---(CONNECTOR-)----------- — - - -- -- ---- - 20 -O AS=100 "-- Page 28 OOJAG100 . JAG JOB #31165. ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ENVELOPE SOLUTION Nodal Displacements ---------------------------------------------------------------------------- Node Global x Global Y Rotation -------------------(in)------LC----------(in)------LC----------(rad)-----LC- 1 max 0.00000 2 0.00000 2 0.00390 1 min -0.00000 1 -0.00000 1 -0.01132 2 2 max 1.04847 2 0.00240 2 -0.00095 2 min -0.05881 1 -0.00801 1 -0.00672 3 3 max 1.03363 2 0.17686 2 0.00140 2 min 0.00000 1 -0.72798 1 -0.00000 1 4 max 1.04493 4 0.00052 2 0.00658 1 min 0.05881 1 -0.00801 1 -0.00470 2 5 max 0.00000 3 0.00000 2 -0.00390 1 min 0.00000 2 -0.00000 1 0.01001 4 ENVELOPE SOLUTION Reactions ---------------------------------------------------------------------------- Node Global x Global Y Moment --------------------(K)------LC-----------(K)------LC----------(K-ft)----LC- 1 max 0.90245 1 4.77698 1 0.00000 1 min -1.49306 2 -1.42873 2 0.00000 1 5 max -0.30694 2 4.77698 1 0.00000 1 min -1.01025 3 -0.31187 2 0.00000 1 ENVELOPE SOLUTION Member Section Results ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 1 1- 2 A 4.78 1 4.78 1 4.78 1 4.78 1 4.78 1 -1.43 2 -1.43 2 -1.43 2 -1.43 2 -1.43 2 V 1.49 2 1.04 2 0.59 2 0.14 2 -0.31 2 -0.90 1 -0.90 1 -0.90 1 -0.90 1 -1.01 3 M 0.00 1 2.71 1 5.41 1 8.12 1 10.83 1 0.00 4 -3.80 2 -6.26 2 -7.36 2 -7.12 2 D 0.000 1 0.132 1 0.217 1 0.208 1 0.058 1 0.000 1 -0.395 2 -0.726 2 -0.950 2 -1.049 2 0 RISA-2D (R) Version 3.03 commander Buildings Job Page Date 20'-0" AS-100 (CONNECTOR) JAG JOB #31165 ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End -----------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 2 2- 3 A 1.33 3 1.23 3 1.13 3 1.03 3 0.93 3 0.19 2 0.18 2 0.17 2 0.16 2 0.15 2 V 4.68 1 3.49 1 2.30 1 1.11 1 -0.08 1 -1.45 2 -1.23 2 -1.01 2 -0.79 2 -0.61 4 - ------- - -- --- - M----10.83-- 1 - ---0.91--1-- --1.15 2-------1.-04-2--------2-.69 ---2- - - Page 29 007AG100 _. -7.12 .2 . --.3..8.7__2_. -_6_.39-3-___-10.28- 1 -11.54 1 D 0.000 1 0.006 2 0.057 2 0.122 2 0.175 2 0.000 1 -0.232 1 -0.478 1 -0.657 1 -0.722 1 3 3- 4 A 0.97 3 1.07 3 1.17 3 1.27 3 1.37 3 0.24 2 0.25 2 0.26 2 0.27 2 0.28 2 V 0.08 1 -0.32 2 -0.10 2 0.12 2 0.34 2 -0.54 2 -1.22 3 -2.30 1 -3.49 1 -4.68 1 M 2.69 2 3.74 2 4.25 2 4.64 4 12.12 3 -11.54 1 -10.28 1 -6.13 1 0.91 1 3.68 2 D 0.000 1 0.073 3 0.243 1 0.488 1 0.720 1 0.000 1 0.023 2 0.004 2 -0.062 2 -0.177 2 4 4- 5 A 4.78 1 4.78 1 4.78 1 4.78 1 4.78 1 -0.31 2 -0.31 2 -0.31 2 -0.31 2 -0.31 2 V 1.01 3 1.01 3 1.01 3 1.01 3 1.01 3 0.31 2 0.31 2 0.31 2 0.31 2 0.31 2 M 12.12 3 9.09 3 6.06 3 3.03 3 0.00 2 3.68 2 2.76 2 1.84 2 0.92 2 -0.00 3 D 0.000 1 0.151 1 0.160 1 0.074 1 -0.058 1 0.000 1 -0.198 2 -0.445 2 -0.724 2 -1.044 4 ENVELOPE SOLUTION RISC Code checks ---------------------------------------------------------------------------- Nodes Member Quarter Points No I 7 Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc shear lc ---------------------------------------------------------------------------- 1 1- 2 0.765 1 0.09 1 0.26 1 0.43 1 0.60 1 0.76 1 0.04 2 2 2- 3 0.554 1 0.53 1 0.14 2 0.30 1 0.50 1 0.55 1 0.17 1 3 3- 4 0.554 1 0.55 1 0.50 1 0.30 . 1 0.17 4 0.53 1 0.17 1 4 4- 5 0.765 1 0.76 1 0.60 1 0.43 1 0.26 1 0.09 1 0.03 1 ENVELOPE SOLUTION Alternate sections ------------------7---------------------7----------------------------------- section suggested Alternatives set ---------------------------------------------------------------------------- COU A= M12X11.8 w10X12 w6X12 s6X12.5 BEAM M10X9 w6X9 55X10 w8X10 M12X11.8 Page 30 OOJAGPI RISA-2D (R) Version 3.03 Job 3 �.��� Commander Buildings Page Date 5 BAY PURLINS JAG JOB #31165 Units option : Us standard AISc code checks : 9th Edition ASD shear Deformation: No P-Delta Effects No Redesign No Edge Forces No A.S.I.F. 1.333 ------------------------------------------------- Node Boundary conditions No x-coord Y-coord x-dof Y-dof Rotation Tempp. -----------(ft)----=---(ft)-----(in,K/in)----(in,K/in)---(r,K-ft/r)-----OCFoO 1 0.33 0.00 R R 2 22.00 0.00 0.00 3 24.00 0.00 R R 0.00 4 27.00 0.00 0.00 5 46.00 0.00 0.00 6 48.00 0.00 R R 0.00 7 50.00 0.00 0.00 8 70.00 0.00 0.00 9 72.00 0.00 R R 0.00 10 74.00 0.00 0.00 11 93.00 0.00 0.00 12 96.00 0.00 R R 0.00 13 98.00 0.00 0.00 14 119.67 0.00 R R 0.00 ---------------------------------------------------------- -------- Material Elastic Poisson's Thermal weight Yield stress Label Modulus Ratio coefficient Density (FY) ---------- - (Ksi)-----------------------(F)--------(K/ft3)------(KSI)---- STEEL 29000.00 0.30000 0.65000 0.490 55.000 __ -------------------------------------- Section Database Matl . Area Moment of As y/y Label shape Set Inertia coef ------- n ----- 12X2.5X16 12x2.5X16 STEEL 1.09 18.600 1.20 12X2.5X14 12X2.5X14 STEEL 1.36 24.560 1.20 12X2.5X12 12X2.5X12 STEEL 1.92 36.560 1.20 12X2.5X166 12X2.5X1616 STEEL 2.18 37.200 1.20 12X2.5X144 12X2.5X1414 STEEL 2.72 49.120 1.20 12X2.5X122 12X2.5X1212 STEEL 3.84 73.120 1.20 p RISA-2D (R) Version 3.03 commander Buildings Job Page Date Page 1 OOJAGPI 5 BAY PURLINS JAG JOB #31165 ---------------------------------------------------------------------------- Section Database Matl . Area Moment of As y/y Label shapeSet Inertia coef --- ------------------(inA2)---------(inA4)----------------- 12X2.5X126 12X2.5X1216 STEEL 3.01 55.160 1.20 12x2.5X124 12X2.5X1214 STEEL 3.28 61.120 1.20 12X2.5x146 12x2.5X1416 STEEL 2.45 43.160 1.20 8x3.5x16 8X3.5x16 STEEL 0.97 8.370 1.20 8X3.5X14 8X3.5X14 STEEL 1.21 10.760 1.20 8x3.5x12 8x3.5X12 STEEL 1.71 16.250 1.20 8X3.5X1616 8X3.5X1616 STEEL 1.94 16.740 1.20 8x3.5X1416 8X3.5X1416 STEEL 2.18 19.130 1.20 8X3.5x1414 8x3.5X1414 STEEL 2.42 21. 520 1.20 8x3.5X1216 8X3.5X1216 STEEL 2.68 24.620 1.20 8X3.5X1214 8X3.5X1214 STEEL 2.92 27.010 1.20 8X3.5X1212 8X3.5X1212 STEEL 3.42 32.500 1.20 8x2.5X12 8x2.5X12 STEEL 1.49 13.460 1.20 8X2.5x14 8X2.5X14 STEEL 1.06 9.400 1.20 8X2.5X15 8X2.5X15 STEEL 0.96 9.049 1.20 8X2.5X16 8X2.5x16 STEEL 0.85 7.190 1.20 8x2.5X1415 8x2.5X1415 STEEL 1.98 18.585 1.20 8x2.5X1515 8X2.5x1515 STEEL 1.92 18.098 1.20 8X2.5X1214 8X2. 5x1214 STEEL 2.55 22.860 1.20 8x2.5X1416 8X2.5X1416 STEEL 1.91 16.590 1.20 8X2.5X1212 8X2.5X1212 STEEL 2.98 26.920 1.20 8X2.5X1414 8X2.5X1414 STEEL 2.12 18.800 1.20 8X2.5X1616 8X2.5X1616 STEEL 1.70 14.380 1.20 8x2.5X13 8X2.5X13 STEEL 1.30 11.630 1.20 8x2.5X1313 8X2.5x1313 STEEL 2.60 23.260 1.20 8X2.5X1314 8X2.5X1314 STEEL 2.36 21.030 1.20 8X2.5X1316 8X2.5X1316 STEEL 2.15 18.820 1.20 8X2.5X1213 8X2.5X1213 STEEL 2.79 25.090 1.20 8X2.5X1216 8X2.5X1216 STEEL 2.34 20.650 1.20 10X2.5x12 10X2.5x12 STEEL 1.71 23.250 1.20 10X2.5X14 10X2.5X14 STEEL 1.21 16.200 1.20 10X2.5X16 10x2.5X16 STEEL 0.97 12.040 1.20 10X2.5X122 10X2. 5X1212 STEEL 3.42 46.500 1.20 10X2.5x124 10X2.5X1214 STEEL 2.92 39.450 1.20 10X2.5X126 10X2.5X1216 STEEL 2.68 35.290 1.20 10X2.5X144 10X2.5X1414 STEEL 2.42 32.400 1.20 10X2.5X146 10X2.5X1416 STEEL 2.18 28.240 1.20 10X2.5X166 10X2.5X1616 STEEL 1.94 24.080 1.20 ---------------------------------------------------------------------------- I J I Releases J End offsets No Node Node section x y z x y z sec Sway I J Length ------------------------------------------------------(in)----(in)------(gt) 1 1 - 2 8X2.5X12 21.67 2 2 - 3 8X2.5X1214 2.00 RISA-2D (R) version 3.03 commander Buildings Job Page Date 5 BAY PURLINS JAG JOB #31165 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Page 2 OOJAGPI I J I Releases J End offsets No Node Node section x y z x y z sec Sway I J Length ------------------------------------------------------(in)----(in)------(ft) 3 3 - 4 8X2.5X1214 3.00 4 4 - 5 8X2.5X14 19.00 5 5 - 6 8x2.5X1414 2.00 6 6 - 7 8X2.5X1414 2.00 7 7 - 8 8x2.5X14 20.00 8 8 - 9 8X2.5x1414 2.00 9 9 - 10 8X2.5X1414 2.00 10 10 - 11 8x2.5xl4 19.00 11 11 - 12 8X2.5x1214 3.00 12 12 - 13 8X2.5X1214 2.00 13 13 - 14 8X2.5x12 21.67 ---------------------------------------------------------------------------- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In Out Cm Cb --------------------(ft)-----(ft)-----(ft)---------------------------------- 1 1 - 2 0.10 2 2 - 3 0.10 3 3 - 4 0.10 4 4 - 5 0.10 5 5 - 6 0.10 6 6 - 7 0.10 7 7 - 8 0.10 8 8 - 9 0.10 9 9 - 10 0.10 10 10 - 11 0.10 11 11 - 12 0.10 12 12 - 13 0.10 13 13 - 14 0.10 ---------------------------------------------------------------------------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist. ---------------------------------------------------------------------------- 1 DEAD + LIVE 13 Member Distributed Loads,BLC 1: DEAD + LIVE -------------------------7-------------------------------------------------- Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location -------------------------(K/ft,F)-----(K/ft,F)---------(ft)---------(ft)---- 1 1 - 2 V -0.207 -0.207 0.000 21.669 2 2 - 3 V -0.207 -0.207 0.000 2.000 3 3 - 4 V -0.207 -0.207 0.000 3.000 4 4 - 5 V -0.207 -0.207 0.000 19.000 p RISA-2D (R) Version 3.03 commander Buildings Job Page Date 5 BAY PURLINS JAG JOB #31165 ---------------------------------------------------------------------------- Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location ------------------------- (K/ft,F)-----(K/ft,F)---------(ft)---------(ft)---- 5 5 - 6 V -0.207 -0.207 0.000 2.000 ----- --------6- -6-_-7-----V----- --_0-207 ---=0-207--- -0-000 --2-000 ------- Page 3 OOJAGPI 7 7 - 8 V -0.207 -0.207 0.000 20.000 8 8 - 9 V -0.207 -0.207 0.000 2.000 9 9 - 10 V -0.207 -0.207 0.000 2.000 10 10 - 11 V -0.207 -0.207 0.000 19.000 11 11 - 12 v -0.207 -0.207 0.000 3.000 12 12 - 13 V -0.207 -0.207 0.000 2.000 13 13 - 14 v -0.207 -0.207 0.000 21.670 ---------------------------------------------------------------------------- Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V ---------------------------------------------------------------------------- 1 DEAD + LIVE 1 1 Y Dynamic Analysis Data Number of modes (frequencies) 3 Basic Load Case for masses None BLC mass direction of action x only Acceleration of Gravity 32.20 ft/sec**2 ENVELOPE SOLUTION Nodal Displacements ---------------------------------------------------------------------------- Node Global x Global Y Rotation -------------------(in)------LC----------(in)------LC----------(rad)-----LC- 1 max 0.00000 1 -0.00000 1 -0.02278 1 min 0.00000 1 -0.00000 1 -0.02278 1 2 max 0.00000 1 -0.20847 1 0.01077 1 min 0.00000 1 -0.20847 1 0.01077 1 3 max 0.00000 1 -0.00000 1 0.00619 1 min 0.00000 1 -0.00000 1 0.00619 1 4 max 0.00000 1 0.09437 1 -0.00019 1 min 0.00000 1 0.09437 1 -0.00019 1 5 max 0.00000 1 0.02639 1 0.00078 1 min 0.00000 1 0.02639 1 0.00078 1 6 max 0.00000 1 -0.00000 1 -0.00336 1 min 0.00000 1 -0.00000 1 -0.00336 1 7 max 0.00000 1 -0.13425 1 -0.00743 1 min 0.00000 1 -0.13425 1 -0.00743 1 8 max 0.00000 1 -0.13425 1 0.00743 1 min 0.00000 1 -0.13425 1 0.00743 1 0 RISA-2D (R) version 3.03 commander Buildings Job Page Date 5 BAY PURLINS JAG JOB #31165 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Node Global x Global Y Rotation -------------------(in)------LC----------(in)------LC----------(rad)-----LC- 9 max 0.00000 1 -0.00000 1 0.00336 1 min 0.00000 1 -0.00000 1 0.00336 1 10 max 0.00000 1 0.02639 1 -0.00078 1 min 0.00000 1 0.02639 1 -0.00078 1 11 max 0.00000 1 0.09437 1 0.00019 1 min 0.00000 1 0.09437 1 0.00019 1 - -- - - - ----12 -max ---- ----0-�00000- -1 - ... - -0..00000----1 - - -- ---- --=0.00619 -1-------- - ----- Page 4 OOJAGPI min 0.00000 1 -0.00000 1 -0.00619 1 13 max 0.00000 1 -0.20847 1 -0.01077 1 min 0,00000 1 -0.20847 1 -0.01077 1 14 max 0.00000 1 -0.00000 1 0.02278 1 min 0.00000 1 -0.00000 1 0.02278 1 ENVELOPE SOLUTION Reactions ---------------------------------------------------------------------------- Node Global x Global Y Moment --------------------(K)------LC-----------(K)------LC----------(K-ft)----LC 1 max 0.00000 1 1.88259 1 0.00000 1 min 0.00000 1 1.88259 1 0.00000 1 3 max 0.00000 1 5.64189 1 0.00000 1 min 0.00000 1 5.64189 1 0.00000 1 6 max 0.00000 1 4.82721 1 0.00000 1 min 0.00000 1 4.82721 1 0.00000 1 9 max 0.00000 1 4.82721 1 0.00000 1 min 0.00000 1 4.82721 1 0.00000 1 12 max 0.00000 1 5.64189 1 0.00000 1 min 0.00000 1 5.64189 1 0.00000 1 14 max 0.00000 1 1.88259 1 0.00000 1 min 0.00000 1 1.88259 1 0.00000 1 p RISA-2D (R) version 3.03 commander Buildings Job Page Date 5 BAY PURLINS JAG JOB #31165 ENVELOPE SOLUTION Member Section Results ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft;in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 1 1- 2 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 V 1.88 1 0.76 1 -0.36 1 -1.48 1 -2.60 1 1.88 1 0.76 1 -0.36 1 -1.48 1 -2.60 1 M 0.00 1 -7.16 1 -8.25 1 -3.26 1 7.81 1 0.00 1 -7.16 1 -8.25 1 -3.26 1 7.81 1 D 0.000 1 -1.290 1 -1.724 1 -1.160 1 -0.247 1 0.000 1 -1.290 1 -1.724 1 -1.160 1 -0.247 1 2 2- 3 A 0.00 1 - 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 V -2.60 1 -2.71 1 -2.81 1 -2.91 1 -3.02 1 -2.60 1 -2.71 1 -2.81 1 -2.91 1 -3.02 1 M 7.81 1 9.13 1 10.51 1 11.94 1 13.43 1 7.81 1 9.13 1 10.51 1 11.94 1 13.43 1 D 0.000 1 0.062 1 0.118 1 0.167 1 0.208 1 0.000 1 0.062 1 0.118 1 0.167 1 0.208 1 3 3- 4 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 V 2.62 1 2.47 1 2.31 1 2.16 1 2.00 1 2.62 1 2.47 1 2.31 1 2.16 1 2.00 1 M 13.43 1 11.52 1 9.72 1 8.05 1 6.48 1 13.43 1 11.52 1 9.72 1 8.05 1 6.48 1 D 0.000 1 0.046 1 0.076 1 0.091 1 0.094 1 ----------------- - 0-000-1----0:046 1-----0 -076 --- Page 5 OOJAGPI 4 4- 5 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 v 2.00 1 1.02 1 0.04 1 -0.95 1 -1.93 1 2.00 1 1.02 1 0.04 1 -0.95 1 -1.93 1 M 6.48 1 -0.70 1 -3.21 1 -1.05 1 5.78 1 6.48 1 -0.70 1 -3.21 1 -1.05 1 5.78 1 D 0.000 1 -0.272 1 -0.507 1 -0.345 1 -0.095 1 0.000 1 -0.272 1 -0.507 1 -0.345 1 -0.095 1 5 5- 6 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 v -1.93 1 -2.03 1 -2.14 1 -2.24 1 -2.34 1 -1.93 1 -2.03 1 -2.14 1 -2.24 1 -2.34 1 M 5.78 1 6.77 1 7.81 1 8.90 1 10.05 1 5.78 1 6.77 1 7.81 1 8.90 1 10.05 1 D 0.000 1 0.002 1 -0.001 1 -0.010 1 -0.026 1 0.000 1 0.002 1 -0.001 1 -0.010 1 -0.026 1 0 RISA-2D (R) version 3.03 commander Buildings Job Page Date 5 BAY PURLINS JAG JOB #31165 ------------------ --------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 6 6- 7 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 v 2.48 1 2.38 1 2.28 1 2.17 1 2.07 1 2.48 1 2.38 1 2.28 1 2.17 1 2.07 1 M 10.05 1 8.83 1 7.67 1 6.55 1 5.49 1 10.05 1 8.83 1 7.67 1 6.55 1 5.49 1 D 0.000 1 -0.024 1 -0.055 1 -0.092 1 -0.134 1 0.000 1 -0.024 1 -0.055 1 -0.092 1 -0.134 1 7 7- 8 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 v 2.07 1 1.04 1 0.00 1 -1.03 1 -2.07 1 2.07 1 1.04 1 0.00 1 -1.03 1 -2.07 1 M 5.49 1 -2.27 1 -4.86 1 -2.27 1 5.49 1 5.49 1 -2.27 1 -4.86 1 -2:27 1 5.49 1 D 0.000 1 -0.638 1 -0.992 1 -0.655 1 -0.034 1 0.000 1 -0.638 1 -0.992 1 -0.655 1 -0.034 1 8 8- 9 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 v -2.07 1 -2.17 1 -2.28 1 -2.38 1 -2.48 1 -2.07 1 -2.17 1 -2.28 1 -2.38 1 -2.48 1 M 5.49 1 6.55 1 7.67 1 8.83 1 10.05 1 5.49 1 6.55 1 7.67 1 8.83 1 10.05 1 D 0.000 1 0.042 1 0.079 1 0.110 1 0.134 1 0.000 1 0.042 1 0.079 1 0.110 1 0.134 1 9 9- 10 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 v 2.34 1 2.24 1 2.14 1 2.03 1 1.93 1 2.34 1 2.24 1 2.14 1 2.03 1 1.93 1 M 10.05 1 8.90 1 7.81 1 6.77 1 5.78 1 10.05 1 8.90 1 7.81 1 6.77 1 5.78 1 D 0.000 1 0.016 1 0.026 1 0.029 1 0.026 1 0.000 1 0.016 1 0.026 1 0.029 1 0.026 1 10 10- 11 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 -- - - - -- ---O 00--1 -- 0..00-- -1 - - 0-.00..__1- -- 0.00--1 ---- Page 6 OOJAGPI v 1.93 1 0.95 1 -0.04 1 -1.02 1 -2.00 1 1.93 1 0.95 1 -0.04 1 -1.02 1 -2.00 1 M 5.78 1 -1.05 1 -3.21 1 -0.70 1 6.48 1 5.78 1 -1.05 1 -3.21 1 -0.70 1 6.48 1 D 0.000 1 -0.264 1 -0.439 1 -0.219 1 0.040 1 0.000 1 -0.264 1 -0.439 1 -0.219 1 0.040 1 RISA-2D (R) version 3.03 Commander Buildings Job Page Date 5 BAY PURLINS JAG JOB #31165 ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End ----------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,-in)LC(K,Kft,in)LC-- 11 11- 12 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 V -2.00 1 -2.16 1 -2.31 1 -2.47 1 -2.62 1 -2.00 1 -2.16 1 -2.31 1 -2.47 1 -2.62 1 M 6.48 1 8.05 1 9.72 1 11.52 1 13.43 1 6.48 1 8.05 1 9.72 1 11.52 1 13.43 1 D 0.000 1 -0.003 1 -0.019 1 -0.048 1 -0.094 1 0.000 1 -0.003 1 -0.019 1 -0.048 1 -0.094 1 12 12- 13 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 v 3.02 1 2.91 1 2.81 1 2.71 1 2.60 1 3.02 1 2.91 1 2.81 1 2.71 1 2.60 1 M 13.43 1 11.94 1 10.51 1 9.13 1 7.81 1 13.43 1 11.94 1 10.51 1 9.13 1 7.81 1 D 0.000 1 -0.041 1 -0.090 1 -0.146 1 -0.208 1 0.000 1 -0.041 1 -0.090 1 -0.146 1 -0.208 1 13 13- 14 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 V 2.60 1 1.48 1 0.36 1 -0.76 1 -1.88 1 2.60 1 1.48 1 0.36 1 -0.76 1 -1.88 1 M 7.81 1 -3.26 1 -8.25 1 -7.16 1 -0.00 1 7.81 1 -3:26 1 -8.25 1 -7.16 1 -0.00 1 D 0.000 1 -0.930 1 -1.510 1 -1.093 1 0.181 1 0.000 1 -0.930 1 -1.510 1 -1.093 1 0.181 1 ENVELOPE SOLUTION AISC code checks ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc ---------------------------------------------------------------------------- 1 1- 2 0.891 1 0.00 1 0.77 1 0.89 1 0.35 1 0.84 1 0.01 1 2 2- 3 0.854 1 0.50 1 0.58 1 0.67 1 0.76 1 0.85 1 0.02 1 3 3- 4 0.854 1 0.85 1 0.73 1 0.62 1 0.51 1 0.41 1 0.01 1 4 4- 5 1.003 1 1.00 1 0.11 1 0.50 1 0.16 1 0.89 1 0.01 1 5 5- 6 0.777 1 0.45 1 0.52 1 0.60 1 0.69 1 0.78 1 0.01 1 6 6- 7 0.777 1 0.78 1 0.68 1 0.59 1 0.51 1 0.43 1 0.01 1 7 7- 8 0.850 1 0.85 1 0.35 1 0.75 1 0.35 1 0.85 1 0.01 1 8 8- 9 0.777 1 0.43 1 0.51 1 0.59 1 0.68 1 0.78 1 0.01 1 9 9- 10 0.777 1 0.78 1 0.69 1 0.60 1 0.52 1 0.45 1 0.01 1 10 10- 11 1.003 1 0.89 1 0.16 1 0.50 1 0.11 1 1.00 1 0.01 1 11 11- 12 0.854 1 0.41 1 0.51 1 0.62 1 0.73 1 0.85 1 0.01 1 12 12- 13 0.854 1 0.85 1 0.76 1 0.67 1 0.58 1 0.50 1 0.02 1 -- - --- 13--13--14----0-891 1--0.84--1--0-35----1--0-89 --1 -0 77 1 0�00--1---0-:01--1 -- - Page 7 OOJAGPU units option us standard RISC code checks 9th Edition Aso shear Deformation: No P-Delta Effects No Redesign No p RISA-2D (R) Version 3.03 Silos Commander Buildings Job Page Date 20' PURLINS ON 20' X 20' AREAOW BUILDUP JAG JOB #31165 3'-1" O.C. Edge Forces No A.S.I.F. 1.333 ---------------------------------------------------------------------------- Node Boundary conditions No X-coord Y-coord X-dof Y-dof Rotation Temp. -----------(ft)--------(ft)-----(in,K/in)----(in,K/in)---(r,K-ft/r)-----(F)- 1 0.00 0.00 R R 0.00 2 19.33 0.00 R R 0.00 ---------------------------------------------------------------------------- Material Elastic Poisson's Thermal weight Yield stress Label Modulus Ratio coefficient Density (Fy) ---------------(Ksi)-----------------------(F)--------(K/ft3)------(KSI)---- STEEL 29000.00 0.30000 0.65000 0.490 55.000 ---------------------------------------------------------------------------- section Database Matl . Area Moment of As y/y Label --------shape --------Set Inertia coef --. ------(inA2)---------(inA4)----------------- 8X3.5X1214 8X3.5X1214 STEEL 2.92 27.010 1.20 10X3.5x14 10X3.5x14 STEEL 1.36 18.250 1.20 10X2.5x12 10x2.5x12 STEEL 1.71 23.250 1.20 10X3.5X12 10x3.5x12 STEEL 1.92 27.580 1.20 8X3.5X14 8X3.5X14 STEEL 1.21 10.760 1.20 6X2.5X14 6X2.5X14 STEEL 0.91 4.710 1.20 6x2.5X16 6x2.5X16 STEEL 0.73 3.600 1.20 8X3.5X12 8X3.5X12 STEEL 1.71 16.250 1.20 8x3.5xl6 8x3.5x16 STEEL 0.97 8.370 1.20 12X3.5X12 12X3.5X12 STEEL 2.13 42.760 1.20 8X2.5X12 8X2.5X12 STEEL 1.49 13.460 1.20 8X2.5X14 8X2.5X14 STEEL 1.06 9.400 1.20 8X2.5X16 8X2.5X16 STEEL 0.85 7.190 1.20 8X2.5X1214 8x2.5X1214 STEEL 2.55 22.860 1.20 8X2.5X1416 8x2.5x1416 STEEL 1.91 16.590 1.20 8X2.5X1212 8X2.5X1212 STEEL 2.98 26.920 1.20 8x2.5X1414 8X2.5X1414 STEEL 2.12 18.800 1.20 -8X2.5X1616 8X2.5X1616 STEEL 1.70 14.380 1.20 8X2.5X13 8x2.5X13 STEEL 1.30 11.630 1.20 beam w8x24 STEEL 7.08 82.800 1.20 -----------------------------------------------------------------.----------- Page 1 OOJAGPU No Node Node Section x y z x y z Sec Sway I J Lenggth ------------------------------------------------------(in)----(in)------(ft) 1 1 - 2 8X2.5X14 19.33 p RISA-2D (R) version 3.03 Commander Buildings Job Page Date 20' PURLINS ON 20' X 20' AREAOW BUILDUP JAG JOB #31165 3'-1" O.C. ---------------------------------------------------------------------------- I J unbraced Lengths K Factors Bending coefs No Node Node Lb-in Lb-out Lc In Out cm cb --------------------(ft)-----(ft)-----(ft)---------------------------------- 1 1 - 2 0.10 ---------------------------------------------------------------------------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist. ---------------------------------------------------------------------------- 1 DEAD+SNOW 3 Member Distributed Loads,BLC 1: DEAD+SNOW ------------------------------------------- -------------------------------- Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location -------------------------(K/ft,F)-----(K/ft,F)---------(ft)---------(ft)---- 1 1 - 2 V -0.128 -0.128 0.000 19.329 1 1 - 2 V -0.077 0.000 0.000 4.770 1 1 - 2 V 0.000 -0.077 14.560 19.320 ---------------------------------------------------------------------------- Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V ---------------------------------------------------------------------------- 1 DEAD+LIVE 1 1 Y Dynamic Analysis Data Number of modes (frequencies) 3 Basic Load case for masses None BLC mass direction of action X only Acceleration of Gravity 32.20 ft/sec**2 ENVELOPE SOLUTION Nodal Displacements ---------------------------------------------------------------------------- Node Global X Global Y Rotation -------------------(in)------LC----------(in)------LC----------(rad)-----LC- 1 max 0.00000 1 -0.00000 1 -0.02166 1 min 0.00000 1 -0.00000 1 -0.02166 1 2 max 0.00000 1 -0.00000 1 0.02166 1 min 0.00000 1 -0.00000 1 0.02166 1 p RISA-2D (R) version 3.03 Commander 'Buildings Job Page Date 20' PURLINS ON 20' X 20' AREAOW BUILDUP _ JAG-- JOB #31165---31 1"- -0:C. � - - - - - - ----- ------- - -- --- - -- - - ----- ------------ - ---- Page 2 OOJAGPU ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ENVELOPE SOLUTION Reactions ---------------------------------------------------------------------------- Node Global x Global Y Moment . --------------------(K)------LC-----------(K)------LC----------(K-ft)----LC- 1 max 0.00000 1 1.42080 1 0.00000 1 min 0.00000 1 1.42080 1 0.00000 1 2 max 0.00000 1 1.42035 1 0.00000 1 min 0.00000 1 1.42035 1 0.00000 1 ENVELOPE SOLUTION Member section Results ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 J-End ---------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 1 1- 2 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 V 1.42 1 0.62 1 0.00 1 -0.62 1 -1.42 1 1.42 1 0.62 1 0.00 1 -0.62 1 -1.42 1 M 0.00 1 -4.78 1 -6.27 1 -4.78 1 0.00 1 0.00 1 -4.78 1 -6.27 1 -4.78 1 0.00 1 D 0.000 1 -1.112 1 -1.560 1 -1.122 1 -0.021 1 0.000 1 -1.112 1 -1.560 1 -1.122 1 -0.021 1 ENVELOPE SOLUTION AISC code Checks ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J Max lc 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc ---------------------------------------------------------------------------- 1 1- 2 0.970 1 0.00 1 0.74 1 0.97 1 0.74 1 0.00 1 0.01 1 Page 3 OOJAGGG Units Option : US Standard AISc code checks : 9th Edition ASD shear Deformation: No P-Delta Effects No p RISA-2D (R) Version 3.03 commander Buildings Job Page Date 24' GIRTS 6' LOAD JAG JOB #31165 Redesign : NO Edge Forces : No A.S:I.F. 1.333 . ----------------------------------------------7---7------------------------- Node Boundary conditions No x-coord Y-coord x-dof Y-dof Rotation Temp. -----------(ft)--------(ft)-----(in,K/in)----(in,K/in)'---(r,K-ft/r)------(F)- 1 0.00 0.00 R R 0.00 2 23.00 0.00 R R 0.00 ---------------------------------------------------------------------------- Material Elastic Poisson's Thermal weight Yield stress Label Modulus Ratio coefficient Density (Fy) ---------------(Ksi)-----------------------(F)--------(K/ft3)------(KSi)---- STEEL 29000.00 0.30000 0.65000 0.490 55.000 ---------------------------------------------------------------------------- . Section Database Matl . Area Moment of AS y/y ---Label--------shape--------Set-_- Inertia coef ---(inA2)---------(inA4)----------------- 8x2.5xl2 8x2.5xl2 STEEL 1.49 13.460 1.20 6X2.5X14 6X2.5X14 STEEL 0.91 4.710 1.20 6X2.5X16 6x2.5xl6 STEEL 0.73 3.600 1.20 8X2.5X14 8X2.5X14 STEEL 1.06 9'.400 1.20 8X2.5X16 8X2.5X16 STEEL 0.85 7.190 1.20 8X2.5X1214 8X2.5X1214 STEEL 2.55 22.860 1.20 8X2.5X1416 8X2.5X1416 STEEL 1.91 16.590 1.20 8X2.5X1212 8x2:5xl212 STEEL 2.98 26.920 1.20 8X2.5x1414 8X2.5X1414 STEEL 2.12 18.800 1.20 8x2.5X1616 8x2.5X1616 STEEL 1.70 14.380 1.20 8X2.5X13 8X2..5X13 STEEL 1:30 11.630 1.20 8X2.5X1313 8x2.5x1313 STEEL 2.60 23.260 . 1.20 8X2.5X1314 8x2.5X1314 STEEL 2.36 21.030 1.20 8X2.5X1316 8X2.5x1316 STEEL 2.15 18.820 1.20 8X2.5X1213 8X2.5X1213 STEEL 2.79 25.090 1.20 8X2.5X1216 8X2.5X1216 STEEL 2.34 20.650 - 1.20 8X3.5x16 8X3.5X16 STEEL 0.97 8.370 1.20 8X3.5x14 8x3.5xl4 STEEL 1.21 10.760 1.20 8x3.5X12 8x3.5x12 STEEL 1.71 16.250 1.20 10X2.5X14 10X2.5X14 STEEL 1.21 16.200 1.20 10X2.5X13 10X2.5x13 STEEL 1.48 20.060 1.20 10X2.5X12 10X2.5X12 STEEL 1.71 23.250 1.20 -- --lOx2-5x12-2 10X2-5x12-1-2 STEE-L---- --3-42--- ---46-.500- 1 20----- --- Page 1 OOJAGGG 10x2.5x123 10X2.5x1213 STEEL 3.19 43.310 1.20 10x2.5X124 10X2.5X1214 STEEL 2.92 39.450 1.20 1OX2.5X126 1OX2.5x1216 STEEL 2.68 35.290 1.20 RISA-2D (R) Version 3.03 commander Buildings job Page Date 24' GIRTS 6' LOAD JAG JOB #31165 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Section Database Matl . Area Moment of As y/y Label shape Set Inertia coef --------------------------------------(inA2)---------(inA4)----------------- lOX2.5x133 1Ox2.5X1313 STEEL 2.96 40.120 1.20 10X2.5X134 10X2.5x1314 STEEL 2.69 36.260 1.20 10x2.5x136 10x2.5x1316 STEEL 2.45 32.100 1.20 10x2.5X144 1OX2.5X1414 STEEL 2.42 32.400 1.20 10x2.5X146 10x2.5x1416 STEEL 2.18 28.240 1.20 10X2.5x166 10X2.5X1616 STEEL 1.94 24.080 1.20 10x3x16 10x3x16 STEEL 1.03 12.820 1.20 10X3X14 10x3X14 STEEL 1.29 17.010 1.20 10x3X13 10x3x13 STEEL 1.58 22.110 1.20 10x3x12 10X3X12 STEEL 1.81 26.080 1.20 10x3X1212 10x3x1212 STEEL 3.62 52.160 1.20 10X3X1213 10X3X1213 STEEL 3.39 48.190 1.20 10X3x1214 10x3X1214 STEEL 3.10 43.090 1.20 10X3X1216 10x3X1216 STEEL 2.84 38.900 1.20 10x3X1313 10X3x1313 STEEL 3.16 44.220 1.20 10x3x1314 10x3x1314 STEEL 2.87 39.120 1.20 10X3X1316 10X3X1316 STEEL 2.61 34.930 1.20 10X3X1414 10x3X1414 STEEL 2.58 34.020 1.20 10X3X1416 10X3X1416 STEEL 2.32 29.830 1.20 1OX3X1616 10x3x1616 STEEL 2.06 25.640 1.20 10x3.5X16 10x3.5x16 STEEL 1.09 13.620 1.20 10X3.5X14 10x3.5X14 STEEL 1.36 18.250 1.20 10X3.5x13 10x3.5x13 STEEL 1.67 22.820 1.20 10X3.5x12 10x3.5X12 STEEL 1.92 27.580 1.20 10X3.5X122 10X3.5X1212 STEEL 3.84 55.160 1.20 10x3.5x123 10x3.5x1213 STEEL 3.59 50.400 1.20 10x3.5X124 10X3.5X1214 STEEL 3.28 45.830 1.20 10x3.5x126 10x3.5x1216 STEEL 3.01 41.200 1.20 10x3.5X133 10X3.5x1313 STEEL 3.34 45.640 1.20 10x3.5x134 10x3.5X1314 STEEL 3.03 41.070 1.20 10X3.5X136 10X3.5X1316 STEEL 2.76 36.440 1.20 1OX3.5X144 10X3.5X1414 STEEL 2.72 36.500 1.20 10x3.5X146 1Ox3.5X1416 STEEL 2.45 31.870 1.20 10X3.5x166 10x3.5x1616 STEEL 2.18 27.240 1.20 -------------------------------------------------- ------------------------- 1 J I Releases J End offsets No Node Node Section x y z x y z Sec Sway I J Len th ---------------------------------------------- 1 1 - 2 8X2.5X16 23.00 RISA-2D (R) Version 3.03 Commander Buildings Job Page Date 24' GIRTS 6' LOAD -------------Page 2 OOJAGGG -------------------------- -------------------------------------------------- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb-in Lb-out Lc In out cm cb -------------2------(ft)-----(ft0)-----(ft)---------------------------------- .10 ---------------------------------------------------------------------------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist. ---------------------------------------------------------------------------- 1 WIND 1 Member. Distributed Loads,BLC 1: WIND ---------------------------------------------------------------------------- Memb I J Start End Start End No Node Node Dir Magnitude Magnitude Location Location -- ---------------------(K/ft,F)-----(K/ft,F)---------(ft)---------(ft)---- 1 1 - 2 Y -0.073 -0.073 0.000 23.000 ---------------------------------------------------------------------------- Load Combination. Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac . Fac Fac Fac Fac Fac DYNA S V ---------------------------------------------------------------------------- 1 WIND 1 1 Y Dynamic Analysis Data Number of modes (frequencies) 3 Basic Load case for masses None BLC mass direction of action x only Acceleration of Gravity 32.20 ft/sec**2 ENVELOPE SOLUTION Nodal Displacements ---------------------------------------- ----------------------------------- Node Global x Global Y Rotation ---------- 1 max 0.00000 1 -0.00000 1 -0.02556 1 min 0.00000 1 -0.00000 1 -0.02556 1 2 max 0.00000 1 -0.00000 1 0.02556 1 min 0.00000 1 -0.00000 1 0.02556 .1 0 RISA-2D (R) Version 3.03 Commander Buildings Job Page Date 24' GIRTS 6' LOAD JAG JOB #31165 ENVELOPE SOLUTION Reactions --------------------------------------------------------------7------------- Node Global x Global Y Moment --------------------(K)------LC-----------(K)------LC----------(K-ft)----LC- 1 max 0.00000 1 0.83950 1 0.00000 1 min 0.00000 1 0.83950 1 0.00000 1 2 max 0.00000 1 0.83950 1 0.00000 1 ----- Page 3 OOJAGGG ENVELOPE SOLUTION Member section Results ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J I-End 1/4 1/2 3/4 3-End --------------(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC(K,Kft,in)LC-- 1 1- 2 A 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 0.00 1 V 0.84 1 0.42 1 0.00 1 -0.42 1 =0.84 1 0.84 1 0.42 1 0.00 1 -0.42 1 -0.84 1 M 0.00' 1 -3.62 1 -4.83 1 -3.62 1 -0.00 1 0.00 1 -3.62 1 -4.83 1 -3.62 1 -0.00 1 D 0.000 1 -1.567 1 -2.204 1 -1.581 1 -0.028 1 0.000 1 -1.567 1 -2.204 1 -1.581 1 -0.028 1 ENVELOPE"SOLUTION RISC Code Checks ---------------------------------------------------------------------------- Nodes Member Quarter Points No I J Max lc . 0 lc 1/4 lc 1/2 lc 3/4 lc L lc Shear lc ---------------------------------------------------------------------------- 1 1- . 2 0.977 1 0.00 1 0.73 1 0.98 1 0.73 1 0.00 1 0.00 1 Page 4 Hutchins Engineering, P.E. July 19, 2011 169 Haviland Road Queensbury, NY 12804 Attention: Mr. Thomas Hutchins, P.E. Tom, Please be.advised that Construction Technology Inc., 4 William Street, Ballston Lake, NY will be conducting the special inspections for the NEPSI Project. Sincerely, JAG I, LLC Timothy F. Barber Improving our World, one Job at a time JAG I,LLC 175 Broad Street Suite 320 Glens Falls,New York 12801 Phone(518)812-0808 Fax(51&)812-0044 WWW.JAGCONCRETE.COM PLAN REVIEW CHECKLIST Non-Residential Occupancies March 2010 NYS BUILDING CODE(BC) Building: FC( ) NYS FIRE CODE Location: NYS PLUMBING CODE(PC) Address: NYS MECHANICAL CODE(MC) / NYS FUEL GAS CODE(FGC) Date: Ir NYS E\TERGY CODE(ECC) Reviewer. J�O THIS CHECKLIST CONSISTS OF PAGES LEGEND: NR=Not Required NS=Not Shown NA=Not Applicable NTo. Topic Code Page Required Actual Section No. or . : Allowed 1 urisdiction BC-101.2 1 2 Flood Plain BC-1612 287 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 117 1 S2, 5 Type of Construction BC-Table 601 177 6 No.of Sleeping Units/Level BC-202 13 No.of Units-Total BC-310 30 No.of Occupants BC-Table 1004.1.2 189 7 Covered Malls .BC-402 33 Hi-Rise (75'Rule) BC-403 35 Atriums BC-404 137 8 Basement Definition BC 502.1 67 9 Heights&Building Areas Maximum Tabular Area BC-Table 503 68 Maximum Tabular Height BC-Table 503 68 Maximum Stories BC-Table 503 68 Mezzanines BC-505 69 Note: 'Non-separated occupancies impose the most restrictive requirements Page 1 of 8 No. Topic Code Page Required Actual Section No. or Allowed 10 Sprinkler System BC-903 160 Basement Sprinkler BC-903.2.10.1 161 Water Source Sprinkler BC-903.3.5 163 Water Source Site BC-508.1 33 ll. Frontage&Sprinkler Credit Area Modifications(calc.) BC-506 70 Height Modifications BC-504 69 12. Height&t Area Summary: Tabular Area' BC-Table 503 68 Frontage Credit BC-506.2 70 Sprinkler Credit BC-506.3 70 Minimum Building Area BC-506.3 70 Total Allowable Area 1 13. Fire Apparatus Road FC-503.1 31 150'rule 14. Exterior Walls Distance Separation* BC-Table 602 77 Exterior Wall Openings BC-Table 704.8 82 Parapets BC-Table 704.11 83 Exterior Wall Coverings BC-Table 1405.2 241 Combustible Exterior Walls BC-1406 244 15. Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 Accessory Occupancy BC-Table 302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Fire Walls BC-705 84 Fire Barrier BC-706 86 Shaft Enclosure BC-707 87 Fire Partition(Tenant Sep.) BC-708 89 Exception BC-302.3.2 18 Smoke Barriers BC-709 90 Opening Protectives BC Table 715.3 95 Fire Blocking BC-717 101 Draft Stopping BC-717 102 16. Space Min.Room Dimensions BC-1208.1 235 Min..Ceiling Height BC-1208.1 235 Distance separations are doubled if fire fighting water is not available,FC-508,Page 33 Page 2 of 8 No. Topic Code Page Required Actual Section No. or Allowed 17_ 1 Ventilation Nat.or Mech. BC-1203 233 18. Light Nat.or Mech. BC-1205 234 19. Exits 2nd exit to legal open space One Exit Permitted BC-Table 1014.1 204 Stair Enclosure BC-1019.1 208 Emergency Egress BC-1025 217 Distance of Travel BC-Table 1015.1 206 Exit Passageways BC-1020 210 Corridor Width BC-1016 206 Occupant Load BC-1004 189 Capacity of Exits(calc.) BC-Table 1005.1 190 Corridor Wall Fire Rating BC-Table 1016.1 206 Corridor Dead End BC-1016.3 207 e. � Door Width/Canopies Over Required BC-1008.1.1 193 (r Exits . BC-1008.1.2 193 6.1 )4 Door Swing BC-1008.1.9 197 Panic Hardware 20. Stairs Riser BG1009.3 198 Tread BC-1009.3 198 Width BC-1009.1 198 r /1 Headroom BC-1009.2 198 Vertical Rise BC-1009.6 199 Handrails BC-1009.4 199 21. . Structural Snow Loading-Ground BC Fig 1608.2 274. Snow Loading-Roof(calc.) ASCE 7-98 / 1 Drifting Snow BC-1608-7 273 �/" Ponding BC-1608.3.5 273 "U BSc�trc Floor Loading BC.Table 1607.1 269 Balcony Loading BC-Table 1607.1 269 Wind Loading(calc.) BC-1609 273 Roof Walls Windows Seismic Loading(calc.) 291 Foundation Depth 338 Page 3 of 8 No. Topic Code Page Required Actual Section No. or Allowed 22. Interior Finishes BC-Table 803.5 338 23. Swimming Pools BC-3109 532 24. Sun Rooms BC Appendix I 581 25. Electrical Exit Signs BC-1011 201 Emergency Lights BC-1006 191 Exterior Emergency Lights Emergency Power BC-2702 517 26. HC-ACCESS Exempt Buildings BC-1104.4 221 Parking BC-Table 1106.1 222 Route BC-1104 220 Entrance BC-1105 221 No.of Sleeping Rooms BC-Table 1107.6.1.1 224 No.of Dwelling Units BC-1107.6 223 Special Occupancies BC-1108 225 Toilet Facilities BC-1109.2 228 1 Sinks BC-1109.3 228 Kitchens BC-1109.4 229 " Storage BC-1109.8 229 Dress,Fit,Locker Rms. BC-1109.12.2 229 Point of Sales BC-1009-12.3 229 Areas of Refuge BC-1107.6 192 Signage BC-MO 230 Tactile Exit Signs BC-1011.3 202 Supplemental HC Re 'mts Appendix E 569 27. SPECIAL INSPECTIONS BC-1704 318 28. Fire Protection Equipment Fire Safety&Evacuation FC-404 25 Hazard Communication FC-407.5 27 Tenant Identification FC-408.11.2 30 High Piled Storage FC-503.1.3 31 Premise Identification FC-505 32 Key Box FC-506 33 Room Identification FC-510 34 Central Station Monitoring FC-901.9 54 Sprinkler Systems FC-903 57 Other Extinguishing Syst. FC-904 61 Kitchen Hood Extinguisher FC-610.3 43 Note: Fire Protection Equipment continued on Page 5. Page 4 of 8 Y No. Topic Code Page Section No. 28. Fire Protection Equipment Continued from Page 4 "K"Extinguisher FC-904.11.5 64 Standpipe Systems =`� FC-905 64 Fire Extinguishers FC-906 66 Fire Alarm Systems&r SD FC-907.2 68 Manual Fire Alarm Boxes FC-907.4 75 Smoke Alarms FC-907.2.10 70 Audible Notification Device FC-907.10 75 Duct Detectors FC-907.12 76 Fire Extinguishing Systems FC-907.14 76 Smoke Control FC-909 �' 77 Smoke Vents FC-910 84 Fire Dept,Connection FC-912 88 Fire Pumps FC-913 88 Truss Placards NYCRR Part 1264 Motor Fuel Disp.Facilities FC-2203 175 High Piled Storage FC-2301 193 Hazardous Materials FC-2701 215 Operating Permits TOCP 208-107B Assistive Listening Devices NYCRR Part 1203 Shield Electrical Panels NFPA13(02 edition) Attic Access or Crawl Space 29. PLUMBING CODE Floor Drains for Bathroom,Laundry,Mechanical Room Cleanouts Plumbing Schematic PC-Table 403.1 19 Fixture Count Water Supply PC-603.1 31 Service Pipe Size PC-603.2 31 Water/Sewer Separation PC-Table 604.5 33 Fixture Pipe Size PC-Table 605.3 34 Pipe Material—Service PC-Table 605.4 34 Pipe Material—Distribution EC-804.5 4 58 Pipe Insulation PC-Table 608.1 40 Backflow Prevention PC-305.6 12 Pipe Freezing Sanitary Drainage PC-Table 709.1 52 Drain Pipe Size Drain Pipe Material PC-Table 702.1 46 AG Drainage&r Vent PC-Table 702.2 46 UG Drainage&z Vent PC-Table 702.3 Building Sewer PC-Table 910.4 63 Vent size Page 5 of 8 y 6 No. Topic Code Page Required Actual Section No. Or Allowed 29. Plumbing Code Continued from Page 5 Pipe Hangers PC-Table 308.5 15 lAir Admittance Valves PC-917 66 30. T Mechanical Code Ventilation Rates MC-Table 403.3 26 Dryer Exhaust MC-504 36 Kitchen Exhaust MC-506 37 Kitchen Hoods MC-507 40 Kitchen Make-Up Air MC-508 42 Air Plenums MC-602 51 Duct Construction MC-603 52 Duct Insulation MC-604 53 Smoke Duct Detectors MC-606 54 Fire&Smoke Dampers MC-607.5.1 55 Combustion Air MC-701 59 31. Fuel Gas Code Appliance Location FGC-303 16 Combustion Air FGC-304 16 Accessed Service FGC-306 20 Clearance to Combust. FGC-Table 308.2 22 Pipe Material FGC-403 57 Shut Off Valves FGC-409 62 Chimney Termination FGC-Fig.503.5.4 68 Clothes Dryer Exhaust FGC-614 108 32. Energy Code Pipe Insulation-Heating .EC-803.3.7 57 Duct Insulation-Sealing EC-803.28 46 Pipe Insulation—Hot Water EC-804.5 58 HWH Heat Trap EC-804.4 58 Climate Zone EC-Table 301.1 9 NYS COMcheck Compliance Report Computer Software Envelope Required Mechanical Lighting 32. Elevator&Conveying Sys. Hoist Enclosures BC-3002.1 525 Emergency Signs BC-3002.3 252 Hoistway Venting 13C-3004 526 Machine Rooms BC-3006 526 Shunt Trip BC-3006.5 527 Plumbing System BC-3006.6 527 Page 6 of 8 PLAN REVIEW CHECKLIST CONTINUED �7 SEISMIC REVIEW SUMMARY ITEM Value BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 295 (default to site class D) Section 1615.1.1 292 S.(short period) Figure 1615(1) 293 Sm(1 second period) Figure 1615(2) 294 F.(site coefficient-short) Table IC15.1.2(l) 296 F„(site coefficient 1 sec.). Table 1615.1.2(2) 296 S.(short period adjusted) Equation 16 38 292 S.,(1 sea period adjusted) Equation 16-39 292 Sns(short period)' Equation 16-40 292 SDI (1 sec.period) Equation 16-41 292 Seismic Use Group Table 1604.5 266 Seismic Design Category Table 1616.30) . 299 (short period) Seismic Design Category Table 1616.3(2) 299 (1 sec.period) Seismic Design Category This category determines the (most severe of above two) Design analysis and whether MEP systems must be braced Analysis Procedure Used Section 1616.6 300 Building Components Section 14521 315 Subject To Seismic Design Requirements: Architectural Section 1621.1.2 315 Mechanical Section 1621.1.3 315 Plumbing Section 1621.1.3 315 Electrical Section 1621.1:3 315 Page 7 of 8 rr 3�e�.rti.tm• PLAN REVIEW CHECKLIST CONTINUED NOTES FOR PREVIOUS REVIEW PAGES 1 y Page 8 of 8 h e'y _� ; FIRE MARSHAL'S OFFICE Town of Queensbury 742-Bay Road, Queensbury, NY 12804 "Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW Northeast Power 2011294 6/23/2011 The following comments are based on review of submitted plan: 1) Exit/Emergency lighting layout appears adequate 2) Fire extinguishers locations to be discussed 3) Egress door locks and latches must comply with NYSFC 1008.1.8 — 1008.1.8.5 and 1008.1.9 (attached) 4) Compliance with NYSFC Chapter 14 and.NYSBC Chapter 33 will be required throughout the project. 5) If a fire alarm system is planned or the current system expanded, drawings shall be submitted for approval prior to install. 6) Truss ID signage is required per NYSFC 505.3 and Appendix H Av4ire lei Michael J Palmer 742 Bay Road Queensbury NY 12804 518 761 8206 firemarshal@queensbury.net Fire Marshal 's Office Phone: 518-761-8206 Fax: 518-745-4437 flremarslial@queensbury.net www.queensbumnet CCMcheck Software Version 3.8.1 Envelope Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title : Northeast Power Systems, Inc. Construction Site: Owner/Agent: Designer/Contractor: 66 Carey Road Northeast Power Systems,Inc. Queensbury, NY 12804 66 Carey Road Queensbury,NY 12804 Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 6a Building Type for Envelope Requirements: Non-Residential Activity Type(s) Floor Area Manufacturing Facility 12400 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Gross Cavity Cont. Proposed Budget Area or R-Value R-Value U-Factor U-Factorw Perimeter Roof 1:Metal Building,Standing Seam 12400 0.0 19.0 0.051 0.049 Exterior Wall 1:Metal Building Wall 7608 0.0 13.0 0.072 0.069 Door 1:Insulated Metal,Swinging 80 — --- 0.070 0.700 Door 2:Insulated Metal,Non-Swinging 424 -- --- 0.070 0.500 Floor 1:Slab-On-Grade:Unheated,Vertical 4 ft. 460 -- 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: 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. 2. Windows,doors,and skylights certified as meeting leakage requirements. OF N { y ❑ 3. Component R-values&U-factors labeled as certified. y�P��MA$ H y Section 4: Compliance Statement • ~ I %� r•. N Q Compliance Statement: The proposed envelope design represented in this document is consistent i b it ecifica and other calculations submitted with this permit application.The proposed envelope system has bee 10 rk Energy Conservation Construction Code requirements in COMcheck Version 3.8.1 and to comply with 'atoBrgrP�q�irm Requirements Checklist. p 71�6 (� 90E 10 When a Registered Design Professional has stamped and signed this PPage,they fre ftepting that to the best o ` ge,belief,and professional judgment,such plans or specifications are in compliance pih thi Gde. Project Title: Northeast Power Systems, Inc. �+ Report date: 06/17/11 Data filename: J:\GTHProjects\29-WW, SW&Site Plans\29499\nepsi.cck Page 1 of 10 Name- i rue oignaiure uate Project Title: Northeast Power Systems, Inc. Report date: 06/17/11 Data filename: J:\GTHProjects\29-WW, SW & Site Plans\29499\nepsi.cck Page 2 of 10 0 6 @) 12 10 12 14 16 18 13 20 14 22 15 25 16 27 17 29 31 33 35 37 39 5® 6 7 8 9 10 11 33 3 35 3 18 19 20 21 22 O 23 4124 4 4 6 25 26 7 27 0 28 11 29 30 15 31 17 32 19 21 23 24 26 37 28 38 30 39 32 40 34 41 36 42 38 43 4044 43 0 O 1 4 0 44 COMMANDER BUILDINGS, INC. JAG - NEPSI PROJECT t 22223 HIGHWAY 38 NORTH MAIN FRAME ? P. O. BOX 611 MONTICELLO,IA 52310-0611 (319)465-5961 -- (319)465-5962 FAX Job #31165 7/l/2011 www,commanderbuildings.com COMcheck Software Version 3.8.1 Interior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title : Northeast Power Systems, Inc. Construction Site: Owner/Agent: Designer/Contractor: 66 Carey Road Northeast Power Systems, Inc. Queensbury,NY 12804 66 Carey Road Queensbury, NY 12804 Section 2: Interior Lighting and Power Calculation A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B x C) Manufacturing Facility 12400 1.3 16120 Total Allowed Watts= 16120 Section 3: Interior Lighting Fixture Schedule A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Linear Fluorescent 1:46"T5 54W/Electronic 6 48 324 r 15552' Linear Fluorescent 2:48"T8 32W(Super T8)/Premium efficiency 6 1 192 192 Linear Fluorescent 3:48"T8 28W(Super T8)/Electronic 2 1 56 56 Total Proposed Watts= 15800 Section 4: Requirements Checklist Lighting Wattage: ❑ 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 16120 15800 YES Exterior Lighting: ❑ 2. Comply with Sections 401.3.1 and 401.3.1.1 of 90.1-1989 Code and attach documentation. Controls, Switching, and Wiring: ] 3. Master switch at entry to hotel/motel guest room. ] 4. Minimum of one manual control for each space with no task activity(i.e.storage). Multiple manual controls,occupancy sensor, automatic timer,or dimmer in other spaces. Exceptions: Lighting for emergency or exit egress or intended for continuous operation. ] 5. Photocell/astronomical time switch on exterior lights. Exceptions: ] Lighting intended for 24 hour use. Project Title: Northeast Power Systems, Inc. ^�^ Report date: 06/17/11 Data Filename:J:IGTHProjects\29 -WW, SW&Site Plans\29499\nepsi.cck Page 3 of 10 J O. I di lut7111 W11vu uflC-Id(lip dl)u tllfdC-Id1Ilp Udlldb UjU IUI11111dlltdb kNU SIIIyld-ldllly Ddlld5l5). Exceptions: Luminaires with three lamp ballasts(or electronic high-frequency single-lamp ballasts). tM l i. _ M ;�✓'S.,`E.. _r a � .0 41� -Fy i. ,r nt ;-x?'� e r ui.0 1 Section 5: 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 2010 New York Energy Conservation Construction Code requirements in COMcheck V6r1ion 3.8.1 and to comply with the mandatory requirements in the Requirements Checklist. i }J Name-Title ,Signature Date F / Project Title: Northeast Power Systems, Inc. Report date: 06/17/11 Data filename:J:IGTHProjects129 -WW, SW& Site Plans1294991nepsi.cck Page 4 of 10 C®Mcheck Software Version 3.8.1 Exterior Lighting Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title : Northeast Power Systems, Inc. Exterior Lighting Zone: 2 (Light industrial area with limited nighttime use) Construction Site: Owner/Agent: Designer/Contractor: 66 Carey Road Northeast Power Systems, Inc. Queensbury, NY 12804 66 Carey Road Queensbury,NY 12804 Section 2: Exterior Lighting Area/Surface Power Calculation A B C D E F Exterior Area/Surface Quantity Allowed Tradable Allowed Proposed Watts Wattage Watts Watts /Unit (B x C) Parking area 5000 ft2 0.06 Yes 300 300 Driveway 7500 ft2 0.06 Yes 450 400 Driveway 7200 ft2 0.06 Yes 432 450 Total Tradable Watts*= 1182 1150 Total Allowed Watts= 1182 Total Allowed Supplemental Watts**= 600 *Wattage tradeoffs are only allowed between tradable areas/surfaces. **A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Section 3: Exterior Lighting Fixture Schedule A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp I Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. ,Pnarkjngarea=(5000ft2} Ti•adablerWattage' � r� . tr fi � � n _ ' ._ v` �i+; `. `�j .. .__.., _. ._. .. _ ,. _.. ._t;a.•1�7:....a..:«E. �>,..: _.;L,m t., �?.-. ar,.�. ..r.. ......3t .F(t. .r .... t . �. .:.. HID 1:High-Pressure Sodium 100W/Standard 1 3 100 300 HID 2:High-Pressure Sodium 100W/Standard 1 4 100 400 m'_ . Dnvewa 7200 ft2 T�aclable'Wattad ' { t' HID 3: High-Pressure Sodium 150W/Standard 1 3 150 450 Total Tradable Proposed Watts= 1150 Section 4: Requirements Checklist Lighting Wattage: 1. Within each non-tradable area/surface,total proposed watts must be less than or equal to total allowed watts.Across all tradable areas/surfaces,total proposed watts must be less than or equal to total allowed watts. Compliance: Passes. Controls, Switching, and.Wiring: 2. All exemption claims are associated with fixtures that have a control device independent of the control of the nonexempt lighting. i1j 3. All lighting fixtures are controlled by a photosensor or astronomical time switch that is capable of automatically turning off the fixture when sufficient daylight is available or the lighting is not required. Project Title: Northeast Power Systems, Inc. Report date: 06/17/11 Data filename:J:\GTHProjects\29-WW, SW&Site Plans\29499\nepsi.cck Page 5 of 10 Exceptions: Covered vehicle entrance/exit areas requiring lighting for safety,security and eye adaptation. Exterior Lighting Efficacy: 4. All exterior building grounds luminaires that operate at greater than 100W have minimum efficacy of 60 lumen/watt. Exceptions: i] Lighting that has been claimed as exempt and is identified as such in Section 3 table above. Lighting that is specifically designated as required by a health or life safety statue,ordinance,or regulation. Emergency lighting that is automatically off during normal building operation. Lighting that is controlled by motion sensor. s 3:x r k ��'- .tu.a.''�'t .ii'.�. Section 5: Compliance Statement Compliance Statement: The proposed exterior 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 2010 New York Energy Conservation Construction Code requirements in COMcheck rsion 3.8.1 and to comLwithhe mandatory requirements in the Requirements Checklist. L� �{l•_'�11�!1 �2� �`f'� 1�.-t�` Il�f� f` _i\ Name-Title %Signature k Datg7 V Project Title: Northeast Power Systems, Inc. Report date: 06/17/11 Data filename: J:\GTHProjects\29-WW, SW& Site Plans\29499\nepsi.cck Page 6 of 10 t a COMcheck Software Version 3.3.1 Mechanical Compliance Certificate 2010 New York Energy Conservation Construction Code Section 1 : Project Information Project Type: New Construction Project Title : Northeast Power Systems, Inc. Construction Site: Owner/Agent: Designer/Contractor: 66 Carey Road Northeast Power Systems, Inc. Queensbury;NY 12804 66 Carey Road Queensbury,NY 12804 Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 6a Section 3: Mechanical Systems List Quantily System Type&Description 1 HVAC System 1 (Unknown): Heating:4 each-Unit Heater,Gas,Capacity=150000 kBtu/h,Efficiency=82.00%Ec Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : I] 1. Equipment minimum efficiency: Unit Heater(Gas): 80.0%Ec Generic Requirements: Must be met by all systems to which the requirement is applicable: Cj 1. Plant equipment and system capacity no greater than needed to meet loads I] Exception:Standby equipment automatically off when primary system is operating ❑ Exception:Multiple units controlled to sequence operation as a function of load ❑ 2. Minimum one temperature control device per system 3. Minimum one humidity control device per installed humidification/dehumidification system ❑ 4. Load calculations per ASHRAE/ACCA Standard 183 ❑ 5. Automatic Controls:Setback to 55°F(heat)and 85°F(cool);7-day clock,2-hour occupant override, 10-hour backup ❑ Exception:Continuously operating zones ❑ Exception:2 kW demand or less,submit calculations 6. Outside-air source for ventilation;system capable of reducing OSA to required minimum F1 7. Hot water pipe insulation: 1.5 in,for pipes<=1.5 in.and 2 in.for pipes>1.5 in. Chilled water/refrigerant/brine pipe insulation: 1.5 in.for pipes<=1.5 in.and 1.5 in.for pipes>1.5 in. Steam pipe insulation: 1.5 in.for pipes<=1.5 in.and 3 in.for pipes >1.5 in. Exception;Piping within HVAC equipment. i] Exception:Fluid temperatures between 55 and 105°F. ❑ Exception: Fluid not heated or cooled with renewable energy. I] Exception:Piping within room fan-coil(with AHR1440 rating)and unit ventilators(with AHR1840 rating). Exception:Runouts<4 ft in length. 8. Operation and maintenance manual provided to building owner ❑ 9. Demand control ventilation(DCV)present for high design occupancy areas(>40 person/1000 ft2 in spaces>500 ft2)and served by systems with any one of 1)an air-side economizer,2)automatic modulating control of the outdoor air damper,or 3)a design outdoor airflow greater than 3000 cfm. Project Title:. Northeast Power Systems, Inc. -� V �_ `TReport date: 06/17/11 Data filename:J:\GTHProjects\29-WW, SW&Site Plan s\29499\nepsi.cck Page 7 of 10 J GA CPLIVI I. QYJCV I IJ W It]I IIOaI IUUUVCI Y. Exception: Multiple-zone systems without DDC of individual zones communicating with a central control panel. Exception:Systems with a design outdoor airflow less than 1200 cfm. 71 Exception:Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 10.Automatic controls for freeze protection systems present 11.Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted Exception: Hazardous exhaust systems,commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. ❑ Exception:Systems serving spaces that are heated and not cooled to less than 607. i 1 Exception:Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. f] Exception: Heating systems in climates with less than 3600 HDD. ❑ Exception:Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 64°F. FJ Exception: Systems requiring dehumidification that employ energy recovery in series with the cooling coil. Exception: Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or,a separate make up air supply meeting the following makeup air requirements:a)at least 75 percent of exhaust flow rate, b)heated to no more than 27 below room setpoint temperature,c)cooled to no lower than 3°F above room setpoint temperature,d)no humidification added,e)no simultaneous heating and cooling. Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2010 New York Energy Conservation Construction Code requirements in COMcheck Version 3.8.1 and to comply with the mandatory requirements in the Requirements Checklist. Name-Title Signature Date Project Title: Northeast Power Systems, Inc. Report date: 06/17/11 Data filename: J:IGTHProjects\29-WW, SW&Site Plans\29499\nepsi.cck Page 8 of 10 & ` r " COMcheck Software Version 3.8.1 Mechanical Requirements Description 2010 New York Energy Conservation Construction Code The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Unit Heater(Gas): 80.0%Ec Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. Exception:The equipment and/or system capacity may be greater than calculated loads for standby purposes.Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 2. Each heating or cooling system serving a single zone must have its own temperature control device. 3. Each humidification system must have its own humidity control device. 4. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 5. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria: a)capable of setting back temperature to 55'F during heating and setting up to 857 during cooling, b)capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedules, c)have an accessible 2-hour occupant override, d)have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. Exception:A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. Exception:A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 6. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 7. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 1/2 in.for pipes1 1/2-in.nominal diameter, 2 in.for pipes>1 1/2-in.nominal diameter. Chilled water,refrigerant,and brine piping systems: 1 1/2 in.insulation for pipes1 1/2-in. nominal diameter, 1 1/2 in.insulation for pipes>1 1/2-in.nominal diameter. Steam piping: 1 112 in.insulation for pipes1 1/2-in. nominal diameter, 3 in.insulation for pipes>1 1/2-in.nominal diameter. Exception: Pipe insulation is not required for factory-installed piping within HVAC equipment. Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55'F and 105'F. Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. Exce.tioh:Pi'iri withiri room fan-coil with AHR1440 rating)and unit ventilators with AHR1840 rating). Exception:Pipe.insulation is not required for runout piping not exceeding 4 ft in length and 1 in.in diameter between the control valve and HVAC coil. 8. Operation and maintenance documentation must be provided to the owner that includes at least the following information: a) equipment capacity(input and output)and required maintenance actions b) equipment operation and maintenance manuals Project Title: Northeast Power Systems, Inc. �_ Report date: 06/17/11 Data filename: J:\GTHProjects\29 -WW, SW&Site Plans\29499\nepsi.cck Page 9 of 10 G/ MW-'.u,sysiCni cunuui IIIdlilLWIGIR:C aiiu canuiauun nuunnauun, uiuuuniy wuniy uwayiauia, aulIUInauw, auu uuiMUl aUyuuiwc e descriptions:desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital �. control systems,in programming comments d) complete narrative of how each system is intended to operate. 9. Demand control ventilation(DCV)required for high design occupancy areas(>40 person/1000 ft2 in spaces>500 ft2)and served by systems with any one of 1)an air-side economizer,2)automatic modulating control of the outdoor air damper,or 3)a design outdoor airflow greater than 3000 cfm. Exception:Systems with heat recovery. Exception: Ivlultiple-zone systems without DDC of individual zones communicating with a central control panel. Exception: Systems with a design outdoor airflow less than 1200 cfm. Exception:Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. 10. All freeze protection systems,including self-regulating heat tracing,must include automatic controls capable of shutting off the systems when outside air temperatures are above 40OF or when the conditions of the protected Fluid will prevent freezing. Snow-and ice-melting systems must include automatic controls capable of shutting off the systems when the pavement temperature is above 507 and no precipitation is falling,and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40'F. 11. Individual fan systems with a design supply air capacity of 5000 cfm or greater and minimum outside air supply of 70 percent or greater of the supply air capacity must have an energy recovery system with at least a 50 percent effectiveness.Where cooling with outdoor air is required there is a means to bypass or control the energy recovery system to permit cooling with outdoor air. Exception: Hazardous exhaust systems,commercial-kitchen and clothes dryer exhaust systems that the International Mechanical Code prohibits the use of energy recovery systems. Exception:Systems serving spaces that are heated and not cooled to less than 60°F. Exception:Where more than 60 percent of the outdoor heating energy is provided from site-recovered or site solar energy. Exception:Heating systems in climates with less than 3600 HDD. Exception:Cooling systems in climates with a 1 percent cooling design wet-bulb temperature less than 647. Exception:Systems requiring dehumidification that employ energy recovery in series with the cooling coil. Exception:Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or,a separate make up air supply meeting the following makeup air requirements:a)at least 75 percent of exhaust flow rate, b)heated to no more than 2°F below room setpoint temperature, c)cooled to no lower than 3°F above room setpoint temperature,d)no humidification added,e)no simultaneous heating and cooling. To.. ►in neeriing To:�CO� Project Title: Northeast Power Systems, Inc. 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V . --- ,l UA - /. _ GI -- J— , - _ . d I _- . \ N '' 11 . � l NI � 1i 1. li �_ . -Gll \ O .r 8 11 I 4 � ,- ff v "It I `, t'`' , ✓ >/ ? " a o --- .. 'd K 1 .3 Q at is +t I §o 12 TsI +1 ftfbo tz 0)O _ u ;iov"n5 ilvw,4G + H Q LU (n z Q(XO u, V � ZN z O Q 0 Q 0 b CY V1 Z- o V Cl w ti FM-r W Q (An z O Q U U z F x w APPROXIMATE FINISHED GRADE FILTER FABRIC TENCATE MIRAFl 140N OR EQUAL WASTEWATER SYSTEM DESIGN EL. 384E SDR-35 OR SCH-40 HOUSE SEWER INV.382.25t INLET /Nv.382f MIN. SLOPE 1/4" PER FOOT a WATERTIGHT • SLEEVE AND SEAL (TYP) PROPOSED 1000 GAL PRECAST CONCRETE SEPTIC TANK 18" 6" MIN SUGGESTED POLYETHYLENE EXTENSION TO GRADE WITH TAMPER RESISTANT ACCESS COVER EL. 384t I SUGGESTED: INSTALL POLYLOK 12"t PL-122 FILTER SUCH THAT IT IS READILY REMOVABLE THROUGH TANK ACCESS COVER ' °• PRECAST CONCRETE 3" . " DISTRIBUTION BOX 4 SCH-40 OR SDR-35 PVC LIQUID LEVEL OUTLET EFFLUENT SEWER, INv.381.6.* ® INV381.5f INV. 1 8 PER FOOT MIN SLOPE " 381.75E 16" BAFFLE 18"MIN. ALL OUTLET INVERTS TO BE SET AT EXACTLY THE 4" PVC SOLID HEADER TO SAME ELEVATION, PERFORATED TRENCH PIPING, o USE SPEED LEVELERS 1/8" PER FOOT MIN SLOPE boo a"' ''�-- 3 :- ..- _. oo MINIMUM 2X WIDTH 12" MIN o o O 0 0 0 MAXIMUM 4X WIDTH o o O �U o 0 o-1 1/2" TOP COURSE ASPHALT _]�[C�,o 0 0 0 0 • d SEPTIC TANK NOTES 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA ENTERPRISES OR EQUIVALENT. 2. ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL BASE. WHERE EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE BASE. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. 4. ALL JOINTS MUST BE SEALED. SEPTIC TANK & DISTRIBUTION BOX DETAIL NTS SMOOTH RUBBED FINISH ON CURB 3/8" x 3/4" DEEP TOOLED JOINT 1/2" RADIUS 1" 5" BROOM FINISH PERPENDICULAR TO WALK CONCRETE WALK SEE CONCRETE DETAIL " o ' • --6" 6" x 6" NO. 6/6 WOVEN WIRE MESH ASPHALT ' 6" GRANULAR SUBBASE COURSE NYS o� ' ' ' • C' DOT SECT. 304. TYPE 4 COMPACTED o OS TO 95X STD. PROCTOR cpo • • .: OO 0-00 Oa'OOcP O 0, .. .. • O Olo, Low /\\�11 INTEGRAL CURB / SIDEWALK DETAIL NTS TOOLED SCORE JOINT, SEE PLAN, 5' O.C. NOMINAL EXPANSION JOINT SEE PLAN, 25' 0. C. MAX I BROOM FINISH ERPENDICULAR WALK DIRECTION '•I� 'I :I �!I I, it �I;l!I I;;f�i, I � I 1 1/2 » I ;IIII A TOOLED EDGE, 1/4 RADIUS MIN. CROSS SLOPE - 1/8" TO 1/4" PER FOOT PLAN TOOLED SCORE JOINT BROOM FINISH 1/4" R, 1/2" DEEP PERPENDICULAR TO WALK 6x6x6/6 WWF EXPANSION JOINT 3/8" COMPRESSIBLE FILLER WITH ZIP STRIP SEALANT, TOOL BOTH EDGES, 4" MIN TOP OF SEALANT 1/2" BELOW FINISHED CONCRETE a p� O 4000 PSI CONCRETE 6" MIN Oc0Y og o 0110 00 00 000 &—t?o oo Oo 0 I I ii1 III =11 li, i_' I '!I- Ili II II !—IIII I Ili II'i '�I II .'_IIII III I 1,- !..; !..!..:. il!.:i11 SUBGRADE COMPACTED TO 909, STANDARD PROCTOR SECTION .SIDEWALK DETAIL NTS 6" GRANULAR SUBBASE COURSE NYS DOT SECT. 304. TYPE 4 COMPACTED TO 957o STD. PROCTOR 2 BINDER COURSE ASPHALT • I -- I------! ! I --•-^I I —! I - i____I I_.:......I I L.. , �_ 1 GRANULAR SUBBASE COURSE SUBGRADE COMPACTED TO NYSDOT SECTION 304 TYPE 2 OR 4 907* STANDARD PROCTOR COMPACTED TO 959. STD. PROCTOR ASPHALT PAVEMENT DETAIL N TS MINIMIZE SIDE SLOPES TO ALLOW FOR LAWN MAINTENANCE OBSERVATION WELL: 4" PERFORATED PVC WRAPPED 1N FILTER FABRIC WITH CAP ESTABLISH TURF ON SURROUNDING YARD El .0 1 M21 •ter '•,'•"•�'•� r- ��� • ►�i ��i'W10WE >� `,`` iIII i�i��i�i����i V V • 101 PP 0 Zvi 14 TA ,ji . A FABRIC MIRAFI 7R EQUAL FILLED TRENCH -1/2"-4" D STONE SOILS SAVE TRENCH DETAIL NTS INSTALL CONTINUOUS FILTER FABRIC DROP INLET PROJECTION CONTINUOUS AROUND INLET UNTIL SITE IS STABILIZED. 8" MINIMUM BURIAL DEPTH 2' MAX. ABOVE GRADE EXPOSURE N DROP INLET PROTECTION DETAIL TOPSOIL SEED EL. 384.2 4' TYP PIPE SPACING _jLOPE. /////. 2' TO EDGE OF BED 12" MIN. SOIL r COVER -I I II I I I II I I (I-i i-III-III=1 I I=1 I I=1 11= i t=1 I I III -III i t=1 11= I=1 I I =1 ,, - - COVER OVER I X: r < PIPE ' � EL. 380.85E - BE MIN ISTONEI III III-=1 I I=1 I I=111 SDI 11=1 i t=1 I I=1 I I=1 I I=1 I ICI I I=1 I -III=1 I BELOW PIPE - I=OW 1 1E I I I -I 11=1 I =1 I L. I I-1 I I I _ I 11=1 �I I I I=I 11-1 11=1 I I=! � 1.-1 11=1 I I=1 � I I -I l I l I 11=1 =11 III-1 11=1 I -I I I-1 11=1 11• 11=1 =1 11_I � 1=1 11=1 � 1-1 � 1=1 I ICI 11=1 I I I I 1• I 11= =1 (i I-1 I i_I I I==1 11=1 I-1 I I I-� ICI I= 11= -1 =1 I I=III=1 I I- 3/4" - 1-1/2" CLEAN 11=1 i t=) i t=III=11=III=1 I I=1 I I=III=1 I I=1 I =1 I I=1 i t=1 11=1 12x35' CRUSHED STONE 4" PVC PERFORATED LATERAL INSTALLED WASHED CRUSHED STONE ABSORPTION BED NEAR LEVEL, IN BED CONFIGURATION WITH MANIFOLDED ENDS INV. 381.35E ABSORPTION BED SECTION NTS 35' r- — — — — -----------------------------------�r-------� l 2' l l ) l 30' 4' l 2.5' 12' l31 4" SDR-35 PVC PERFORATED LATERALS, INSTALLED NEAR LEVEL IN BED CONFIGURATION l l INV. 381.35E 4 l l l 22.5' l L--------------------------------------LIMIT OF ----J 7 ABSORPTION ED ABSORPTION BED PLAN NTS 12 l DOT SIGN MOUNT 60" TO BOTTOM OF SIGN NO PARKING ANY TNE 12' x18" DOT SIGN MOUNT 60" TO BOTTOM OF SIGN FIESSM Lk PAROM INTERNATIONAL SYMBOL OF ACCESSIBITY 0 Lk N NOTE: CONTRACTOR SHALL INSTALL SIGNS AS INDICATED ACCESSIBLE PARKING SPACE DETAIL NTS 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS: IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 3. STAKE MATERIALS WILL BE STANDARD 2"x4" WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 6. A 2"x4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. MAXIMUM DRAINAGE AREA 1 ACRE SLOPE_ RISER AS REQUIRED �v� 0 0 90 C� 000 C�pWASHED CRUSHED STONE 2-3" SIZE o min. W \;sopo 0 0 of ` oc�pb Ile _ 0. CC. . MAXMA 12" TOTAL STONE DEPTH DISTRIBUTION BOX 4" PVC SDR-35 EFFLUENT SEWER 36" FENCE POST DRIVEN MINIMUM 16" INTO GROUND SILT STOP EMBED IN GROUND 8" MIN. 00 y>� SOIL BACKFILL PERSPECTIVE 36" FENCE POST z : SILT STOP EMBED N IN GROUND 8" MIN. UNDISTURBED g GROUND SECTION SEDIMENT CONTROL FENCE DETAIL NTS HEAVY DUTY CAST IRON FRAME AND GRATE -SLOPE FINISHED GRADE PRECAST CONCRETE DRYWELL 8' DIA 14 oOCD 0 00 0 / 0 0 00 / 1 BOTTOM OF O 0 0 DRYWELL 0 LO o f' MIN �� O oo O 1' MIN - - 10' MIN DRYWELL DETAIL NTS 1 GEOTEXTILE FABRIC ALL AROUND STONE ENVELOPE PRECAST FOOTING RING NYSDEC DESIGN STANDARDS FOR WASTEWATER TREATMENT WORKS 1988 WA TER SAVING FIXTURES (1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS) FAC70RfES PER PERSON/SHIFT: - 25 GPD PER PERSON DESIGN FLOW.• 15 FUTURE EMPLOYEES, 1 SHIFT PER DAY 25 GPD x 15 EMPLOYEES = 375 GPD 2079 REDUCTION FROM NYSDEC STANDARDS FOR WATER SAVING FIXTURES TOTAL DESIGN FLOW - 300 GPD SYSTEM DESIGN FLOW - 300 GPD SEPTIC TANK - 1000 GAL PRECAST CONCRETE LEACH FIELD - STANDARD STONE ABSORPTION BED DESIGN PERCOLATION RATE IN AMENDED SOILS = 1-5 MIN/IN APPLICATION RATE: 0.95 GPD/SF - NYSDOH APPENDIX 75-A ABSORPTION BED AREA REQUIRED: 316 SF USE 12 x35' STONE ABSORPTION BED 420 SF TOTAL TO BE PROVIDED POTABLE WATER SUPPLY TO BE TOWN OF QUEENSBURY MUNICIPAL WATER SYSTEM INSTALLATION NOTES CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS AND ASTM F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. AFTER EXCAVATION OF 12' WIDE ABSORPTION BED TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR SHALL BE CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED AREAS OF SOIL. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE STONE AND PIPE. THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS. PIPE SHALL BE LAID WITH HOLES DOWN IN ALL CASES. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER PIPING HAS BEEN INSTALLED. THE WASTEWATER TREATMENT SYSTEM IS DESIGNED AND APPROVED BASED UPON THE INSTALLATION OF WATER CONSERVING FIXTURES. THE SYSTEM IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER USE FIXTURES THE SYSTEM IS NOT DESIGNED TO ACCOMODATE GARBAGE GRINDERS. THE INSTALLATION OF GARBAGE GRINDERS, NON -CONSERVING WATER FIXTURES OR EXTREME WATER USE FIXTURES IS CONTRARY TO THE APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. TAX MAP #s 308.20-1-3.4 & 308.20-1-6 ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS FnwATlnm I Aw 1 PER VISION ENGINEERING COMMENTS 511912011 0 ISSUED FOR SITE PLAN REVIEW 211412011 No. Date DETAIL SHEET prepared for. Northeast Power Systems, Inc. Carey Road Industrial Park - Lots 3 & 8, Town of Queensbury Warren County, NY Drawn: CCw/LWD Checked: GTH I Scale: NOTED Date: 01 /11 /2011 169 Haviland Road Queensbury, NY 12804 Hutchins Engineering (518) 745-0307 Phone g� g 518 745-0308 Fax 29499-01-D 1 V- ra Q m Uci ui V) Q 2 / n a �\ m /' I a �, 'ti M N l � � \ ` 1 .- t a q u �In �, m i In `"C'I);. _ ?i ? \ m // l to _ - _.- _ — — a n co . — ____ _ _�� ; R-Il — _ .. \ ' .... ... 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