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2007-663 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE 0CCUTP-A-N- CY Permit Number. P20070663 Date Issued: Monday, November 17, 2008 This is to certify that work requested to be done as shown by Permit Number P20070663 has been completed. Location: WARREN St Tax Map Number. 523400-310-007-0001-001-000-0000 Owner: G F LEHIGH CEMENT CO. Applicant: G F LEHIGH CEMENT CO. 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 /l property owner of the responsibility for compliance with Site Plan, T� Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070663 Application Number: A20070663 Tax Map No: 523400-310-007-0001-001-000-0000 Permission is hereby granted to: G F LEHIGH CEMENT CO. For property located at: WARREN St in the Town of Queensbury, to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: G F LEHIGH CEMENT CO. 313 LOWER WARREN St Commercial Addition $370,000.00 GLENS FALLS, NY 12801-0000 Total Value $370,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2007-663 973 SQ FT COMMERCIAL UNHEATED $48.65 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, November 15,2008 (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 rT jeeu� November 15, 2007 ,y SIGNED BY ^ for the Town of Queensbury. Director of Building&Code Enforcement .................._........,......._..._._......_...__.,_.___.._�. .; f. _....,._ ...... OFFICE USE ONLY I s TAX MAP N0. �f���� � PERMIT N0._� , 10 FEES: PERMIT RECREATION ENGINEERING (If applicable) _______________________________ PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. ,, / APPLICANT/BUILDER: OWNER: le 4,5.1 Al.- l'eas-t Cem el CO. ADDRESS: ADDRESS: 3/3 �,r�� ��'�' PHONE NOS. PHONE NOS.(j/f 7�9- 1/,32 x-�37 CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: �� ��"� � s�� PHONE: 9'1137 LOCATION OF PROPERTY: SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR z 0 L O d w U- C/) PROJECT 00 0 J 0 = _ u_ Q a- U Z Q Q "1 C'J Z C'1 F- H 0 H W Z u7 N cn 0 LL ►— u_ CL = SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY NDUSTRIALR0I) E-�) ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: `�3�4 DOd FUEL TYPE: HEAT TYPE: -' *HOW MANY FIREPLACE(S): AND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? 1Vo IS THIS A HISTORIC SITE? A/4 PROPOSED USE OF BUILDING OR ADDITION: l>�'i�- ��f°- Q� % �£' ��^� ' z- *Please complete a separate Application for"Fuel Burning Appliances R Chimneys" available in our office �r B 3-LGL 11-05 ACN- T "„� „�n�_nnitelf�erti . r,,,ri„M,��„+„ T7D910111"MONI' nlWrp • 742 Rau Road. Oueensburu, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? �c� 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. l 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 above. Signed � - Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) ....................................................; r.....r................. ....... ......................0 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: , B & CO PROVAL ; ZONING APPROVAL , DATE DATE :...................................................: . ......................... QUESTIONS? CALL 761-8256 OR EMAIL codes apaueensburv.net VISIT OUR WESSITE FOR MORE INFORMATION Office Use Only www.gueensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: " Town of Queensbunj - Community Development Office ■ 742 Bay Road, Queensbury, NY 12804 40 Inspection for Permit to Occupy Fire Marshals (Mce Request Rec'd Permit No. / Y Town of Queensbury 742 Bay Road T 1 Queensbury,NY 12804 Scheduled Inspection Date: Time: 1 Phone: (518)761-8206 Business Name: L4-4 �m�►J\ Fax: (518) 745-4437 Location: T of kupocNon N/A Yes No NO EXITS: Exit Access Exit Enclosure COMMENTS Exit Discharge AISLES: Main Aisle Width Se conclary Aisle Width EXIT SIGNAGE Sign-normal V Si -batter EVAC signs in rooms TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Ins ection of extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System FDC Fire Suppression-kitchen Fire Suppression-Gas Islan Generator Hood Installation Elevator Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed/Labeled Combustible Waste Vehicle Impact Protection Knox Box F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emergency Evacuation Plan Approved (If no other approvals apply,the B&C Office Will ss the ertificate of Occupancy) ❑ Denied / call for Recheck Inspected By: L:\FireMarshal\New Folder\permitto occupyform.doc Foundation Inspection Report Office No.(518)761-8256 Date Inspection requsf received: f s� Queensbury Building&Code Enforcement Arrive: 'rt+ , an,7p %: Depart am/pm .' 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initials` NAME: PERMIT#: J LOCATION: INSPECT ON: _/t TYPE OF STRUCTURE: Comments Y N N/A Footings Piers " _Monolitl�icFSlab�- .. . 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. t li L Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection P ection Report ``r ( 'eft � -� Office No.(518)761-8256 Date In tion t iv 1 "I .v$ Queensbury Building&Code Enforcement Arrive: ° Depart: m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi NAME: P T#: LOCATION: SPECT ON: TYPE OF STRUCTURE: ,r - r i �2 po b — Comments Y N N/A Footings Piers 01 Monolithic Slab Reinforcement in Pla6e L61 RIF- MA The contractor is responsible for providing protection from freezing for 48 hours following the placement the concrete.M Materials for this purpose on site. Foundation/Wallpour -- Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspe��n requrDepart: Queensbury Building&Code Enforcement Arrive: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials. NAME: l �C - J ERMIT#: 0 `v LOCATION: U i; (z ,,, S i INSPECT ON: Cf TYPE OF STRUCTURE: Comments Y N N/A Footings M lithi 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. oundation/Wallpour Ff 1� \��- Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM T�2A' -' 0 -/C�Foundation Inspection Repo Office No.(518)761-8256 Date Ins tion r e ce' O Queensbury Building&Code Enforcement Arrive: Depart: f 742 Bay Rd.,Queensbury,NY 12804 Inspector's s• NAME: 4 p RMIT#: LOCATION: SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings J 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 purWse 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\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ,A-� , /�) _ /)_ Ptj-\, I Foundation Inspection Report Office No.(518)761-8256 Date Ins tion r d: /d / 7 Queensbury Building&Code Enforcement Arrive: ` Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's In* s: NAME: C �l car�� P T#: LOCATION: �. .L, ,t SPECT ON: j' 6 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. s or se on site. oundation/Wallpour Rem orcement in Place Footing Dowels or Keyway in place A Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date In '0 r st r ved. Queensbury Building&Code Enforcement Arrive: Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Ini NAME: `_ ��� E T#: ^CUCF' LOCATION: IN ECT ON: TYPE OF STRUCTURE: W" Comments Y N/A Footing 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 �J. 41/1 Foundation Dampproofing " F 1�� Foundation Wa fmg ------------- Footing Drain ay ight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 7- , t Foundation Inspection Report G U Office No.(518)761-8256 Date Ins tion e iv 1,07 Queensbury Building&Code Enforcement Arrive: art: 742 Bay Rd.,Queensbury,NY 12804 Inspector's f NAME: G _ L �� i S �_ Cam^ l T#: O / ' 4P 3 LOCATION: k/„�(L�2� C_ it INSPECT ON: TYPE OF STRUCTURE: Comments 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 of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LABuilding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM e--10 Foundation Inspection Report Office No.(518)761-8256 Date Ins tion re st i Queensbury Building&Code Enforcement Arrive: 2b epart: am/ 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia s. NAME: T#: LOCATION: INSPECT ON: TYPE OF STRUC Comments Y 01N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement ete. Materials for se on site. Foundation/Wallpo lksWbrcem ace Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: j 0 1.4) am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: !' PERMIT#: LOCATION: C DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish/Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in. Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 s .ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s . ft. Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond[Both sides] Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New.Structure/Flood Plain certification,if reg. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C L:\Building& Codes Forms\Building&Codes\Inspection Forms\Commercial Final Inspection Report.doc FIRE MARSHAL'S OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804 " Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW Lehigh Northeast Cement 2007-663 11/5/2007 I have reviewed the submitted drawings for the above project, and offer the following: 1) Provide Exit signs at all exits, two of those signs shall be Exit & EL Combo-paks 2) Please provide fire extinguisher locations per NYSFC Section 906.1 Depu Fire Marshal Gary K. Stillman 742 Bay Road Queensbury NY 12804 518 761 8206 firemarshal@queensbury.net Fire Marshal 's Office • Phone: 518-761-8206 Fax: 518-745-4437 flremat-shal@qucensbury.net - Wunv.queensbur .net Lehigh Valley -.- ----------------------_�_ _ Technical Associates,lnc. November 13, 2008 Lehigh Northeast Cement Company Attn: Edward S. Kokoski Fax: (518) 745-1604 313 Warren Street P. O. Box 440 Glens Falls, NY 12801 Re: Grinding Aid Building Buidling Pennit No. P20070662 Site Plan No. 51-2007 LVTA Project No. 62840 Dear Ed, This letter is to certify that we are the Engineer of Record for the above-referenced building project and that we have inspected the work and find it to be in accordance with the construction documents. Further, to the best of my knowledge information and belief, the building has been designed and constructed in accordance with the applicable building codes. If you have any questions, please feel free to contact me. Sincerely yours, Kenneth S.Peoples O Kenneth S. Peoples, P. E. qSOF NEW w 078142 � SSIONP~ Nove ,2008 N.Y.PROFESSIONAL ENGINEER NO. 078142 CONSULTING ENGINEERING/FABRICATION DETAILS 1584 Weaversville Road, Northampton, PA 18067-9039 Phone: 610-262-6345 Fax: 610-262-8188 CONSTRUCTION TECHNOLOGY I William SUcct. Ballston Lake,Neva York 12019 Mimic: (>18)399-1848 Fax:(5 18)399-19 13 CLIENT LEHIGH CEMENT COMPANY REPORT NUMBER: 1 PAGE#: 1 313 WARREN STREET INSPECTION DATE: 11/19/07 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001 INSPECTOR&TEST SET: BRYAN CASAW #12 ATT'N: MR.EDWARD KOKOSKI AMBIENT WEATHER: 30's:CLEAR PROJECT GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 84276 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 FOOTING:A/2-B.5/2 PLACEMENT LOCATION OF LOAD# 2 FOOTING:B/G @ 1.5/2 DELIVERED LOAD NUMBER.: 1 2 i RUCK NUMBER/TICKET NUMBER. 215/ 35314 195 ! 35316 YARDAGE DELIVERED/SUBTOTAL. 11.00/ 11.00 10.00 / 21.00 TIMECONC BATCHED/ARRIVED: 11.35I 12.01 1157 / 12.32 TIME PLACEMENT BEGAN/ENDED: 12.09/ 12.17 12.39 / 1.00 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 070 1.05 SLUMP ON ARRIVAL (INCHES) 3.50 3.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF. SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 5.00) 3.50 3.50 ENTRAINED AIR (%VOL) (SPEC: 4,00 - 7-00) 4.20 UNIT WEIGHT (PCF) (SPEC: ) 148.69 CONCRETE TEMP- (F) (SPEC 45 - 85) 72 70 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS 84276- 84281 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 I UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/20/07 CEMENT LBS. CYLINDER TEST TESTAGE ULTIMATE LOAD UNIT CEMENT LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER GAL- COARSE AGGREGATE#1 LBS. 84276 11/26/07 7 128,850 4560 COARSE AGGREGATE#2: LBS. 84277 11/26/07 7 125,700 4450 COARSE AGGREGATE#3 LBS. 84278 12,17/07 28 FINE AGGREGATE: LBS. 84279 12/17/07 28 ADMIXTURE#1: OZS 84280 12/17/07 28 ADMIXTURE#2. OZS- I 84281 SPARE ADMIXTURE#3 OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: FILE 5. SUPPLIER 6 7: I 8: F-.ESPECI FULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS CONSTRUCTION TECHNOLOGY I `v1'illiam Sheet. Ballston bake_Nc\\ York 12019 i honc: ISIS) 399-1848 Fax:(518)399-1913 CLIENT LEHIGH CEMENT COMPANY REPORT NUMBER: 2 PAGE#: 1 313 WARREN STREET INSPECTION DATE: 11/28/07 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001 INSPECTOR&TEST SET: TONY SHAHINIAN#20 A FT'N MR.EDWARD KOKOSKI AMBIENT WEATHER: 30's:CLOUDY PROJECT. GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS, NY. OUR FILE LOCATION: 84522 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOOTING:SITE SPECIFIC LOCATION MAP ON FILE PLACEMENT LOCATION OF LOAD# 2: FOOTING.SITE SPECIFIC LOCATION MAP ON FILE DELIVERED LOAD NUMBER: 1 2 ?RUCK NUMBER i TICKET NUMBER 203/ 35433 215 / 35436 YARDAGE DELIVERED/SUBTOTAL: 7.50 i T50 T50 / 15.00 TIME CONC. BATCHED/ARRIVED: 11.09/ 11.18 11.34 / 11.45 :ME PLACEMENT BEGAN/ENDED. 11.24/ 11.39 11 50 / 12.09 CONCRETE AGE(HOURS) (SPEC: MAX L50) 0.50 058 SLUMP ON ARRIVAL (INCHES) 4.25 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 ENTRAINED AIR (%VOL) (SPEC: 4.00 - 7.00) 5.80 UNIT WEIGHT (PCF) (SPEC ) 148.13 CONCRETE TEMP (F) (SPEC: 45 - 85) 63 63 NUMBER OF TEST SPECIMEN CAST: 6 1 1B CYLINDER CONTROL NUMBERS 84522- 84527 i)ISCRFPANCIES&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: 11/29/07 EMENT LBS. CYLINDER TEST TESTAGE ULTIMATELOAD UNIT CEMFNT LBS NUMBER DATE DAYS & BREAK TYPE P.S.I. VVAT E R: GAL, COARSE AGGREGATE#1: LBS. 84522 12/05/07 7 114,050 4030 COARSE AGGREGATE#2: LBS. 84523 12/05/07 7 112,950 4000 ,.: )ARSE AGGREGATE#3 LBS. 84524 12/26/07 28 NE AGGREGATE LBS, 84525 12/26/07 28 ADMIXTURE#1 OZS 84526 12/26/07 28 ADMIXTURE#2 OZS ' 84527 SPARE ADMIXTURE#3 CzS- AiR ENTRAINING AGENT OZS. REPORT DISTRIBUTION: FILE o SUPPLIER G � I 8 RESPECTFULLY SUBMITTED. _QNSTRUCTION TECHNOLOGY OM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. '0. NSTRUCTION TECHNOLOGY I '%A illi,lni tilrc�l- Ballston Lakc.Nc\\ York 12019 I'll"j is o I S)l99-1848 Fax: 018) 99-191 i CLIEN? LEHIGH CEMENT COMPANY REPORT NUMBER: 3 PAGE#: 1 313 WARREN STREET INSPECTION DATE: 12/05/07 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001 INSPECTOR&TEST SET: BOB BEHAN #6 Al IN MR.EDWARD KOKOSKI AMBIENT WEATHER: 20's:LT.SNOW PROJECT GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 84782 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PI_AC:ENIENT LOCATION OF LOAD# 1 FOUNDATION WALL:SITE SPECIFIC LOCATION MAP ON FILE PLACEMENT LOCATION OF LOAD# 2 FOUNDATION WALL SITE SPECIFIC LOCATION MAP ON FILE DELIVERED LOAD NUMBER: 1 2 1 RUCK NUMBER/TICKET NUMBER. 171 / 35527 194 / 35529 YARDAGE DELIVERED/SUBTOTAL 8.00/ 800 4.00 / 12,00 "I IME CONC. BATCHED/ARRIVED: 12.08/ 12A3 12,52 1.15 IMF PLACEMENT BEGAN/ENDED. 1250; 1,28 1,32 ! 1.56 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.33 1.07 -UNIP ON ARRIVAL (INCHES): 375 4,50 iNAFLR ADDED ONSITE(GALLONS) VVATcR ADDED AT DISCRETION OF. SLUMP OF CONCRETE INTO PUMP IF APPLICABLE: i".;,CEMENT SLUMP(INCH) (SPEC: 500 3.75 4.50 N?RAiNED AIR (%VOL) (SPEC. 4.00 - 7.00) 6-10 I-iNIT VVEIGH T (PCF) (SPEC. ) 147,16 CONCRETE TEMP (F) (SPEC 45 - 85) 63 62 NUMBER OF TEST SPECIMEN CAST. 6 .AR CYLINDER CONTROL NUMBERS 84782- 84787 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 ,,UNCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. I CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 F.SIGN iRENGTH&FORMULA: 4000 P S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/06/07 CEMENT LBS. CYLINDER TEST TESTAGE ULTIMATE LOAD UNIT i_P✓EN I LBS. NUMBER DATE DAYS & BREAK TYPE P.S I. bVjAT ER GAI_, COARSE AGGREGATE#1: LBS. 84782 12/12/07 7 119,350 4220 COARSE AGGREGATE#2 LBS 84783 12/12/07 7 118,150 4180 ^RSF AGGREGATE#3 LBS 84784 01/02/08 28 NF AGGREGATE LBS- 84785 01/02/08 28 ;i1{XTURE#1_ OZS. 84786 01/02/08 28 A!)l .X FURE#2: OZS. 84787 SPARE U�ti11:TUBE#3 OZS. '•!R.EN-TRAINING AGENT: OZS. I I F-(ll DISTRIBUTION: F!LE 5 SUPPLIER 6. F 1` < 1 FULLY SUBMITTED, t ONSTRUCTION TECHNOLOGY 1()NI .IOSLIN.S E T. (NICET) ImANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY I \\illiam SU'cct. Ballston Lake.No% York 12019 Phonc: (�18)399-18-18 Fax:(518)399-19 13 CLIENT LEHIGH CEMENT COMPANY REPORT NUMBER: 1 PAGE#: 1 313 WARREN STREET INSPECTION DATE: 11/19/07 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001 INSPECTOR&TEST SET: BRYAN CASAW #12 ATT'N: MR.EDWARD KOKOSKI AMBIENT WEATHER: 30's:CLEAR PROJECT GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS, NY. OUR FILE LOCATION: 84276 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 FOOTING:A/2-B.5/2 PLACEMENT LOCATION OF LOAD# 2 FOOTING:B/G @ 1.5/2 DELIVERED LOAD NUMBER: 1 2 TRUCK NUMBER/TICKET NUMBER: 215/ 35314 195 / 35316 YARDAGE DELIVERED/SUBTOTAL. 11 00/ 11.00 10.00 ! 21.00 TIME CONC BATCHED/ARRIVED 11.35! 12 01 1157 / 12.32 TIME PLACEMENT BEGAN/ENDED. 1209/ i2.17 12,39 / 1.00 CONCRETE AGE(HOURS) (SPEC MAX: 1.50) 0,70 1.05 SLUMP ON ARRIVAL (INCHES): 3.50 3.50 WATER ADDED ONSITE(GALLONS) b^JATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC 5 00) 3.50 3.50 ENTRAINED AIR (%VOL) (SPEC. 4 00 - 7.00) 4 20 UNIT WEIGHT (PCF) (SPEC ) 148.69 CONCRETE TEMP (F) (SPEC 45 - 85) 72 70 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 84276- 84281 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING JAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRE(E 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: 11/20/07 CEIVIENT LBS, CYLINDER TEST TESTAGE ULTIMATE LOAD UNIT CEMENT LBS NUMBER DATE DAYS & BREAK TYPE P.S.I. '0,'A?ER GAL. COARSE AGGREGATE#1 LBS. 84276 11/26/07 7 128,850 4560 COARSE AGGREGATE#2. IRS 84277 11/26/07 7 125,700 4450 COARSE AGGREGATE#3: LBS. 84278 12/17/07 28 131,000 4630 FiNE AGGREGATE LBS, 84279 12/17/07 28 133,250 4710 ADMIXTURE#1. OZS 84280 12/17/07 28 130,400 4610 ADMIXTURE#2: OZS 84281 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT. OZS. REPORT DISTRIBUTION. FILE 5: 2 SUPPLIER 6 7: 8 RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T (NICET) IaANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: LEHIGH CEMENT COMPANY REPORT NUMBER: 4 PAGE#: 1 313 WARREN STREET INSPECTION DATE: 12/12/07 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001 INSPECTOR&TEST SET: TONY SHAHINIAN#20 ATT'M MR.EDWARD KOKOSKI AMBIENT WEATHER: 30's:CLEAR PROJECT: GRINDER AID BUILDING:LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 84980 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 FOUNDATION WALL:D/1 -D/2 PLACEMENT LOCATION OF LOAD# 2 : FOUNDATION WALL:D/2-C/2-B/1 DELIVERED LOAD NUMBER: 1 2 TRUCK NUMBER/TICKET NUMBER: 158/ 35608 203 / 35610 YARDAGE DELIVERED/SUBTOTAL: 3.00/ 3.00 10.00 / 13.00 TIME CONC. BATCHED/ARRIVED- 2.23/ 2.33 2-36 / 2.45 TIME PLACEMENT BEGAN/ENDED: 2.37/ 2.49 2.51 / 3.15 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 0.43 0.65 SLUMP ON ARRIVAL (INCHES) 4.50 4.75 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) 4.50 4.75 ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) 4.60 UNIT WEIGHT (PCF) (SPEC - ) 150.72 CONCRETE TEMP. (F) (SPEC 45 - 85 ) 61 61 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER: 84980 - 84985 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: 12/13/07 CEMENT: LBS. CYLINDER TEST TESTAGE ULTIMATELOAD UNIT CEMENT: LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 84980 12/19/07 7 1,04,300 3690 COARSE AGGREGATE#2: LBS. 84981 12/19/07 7 105,000 3710 COARSE AGGREGATE#3: LBS. 84982 01/09/08 28 FINE AGGREGATE: LBS. 84983 01/09/08 28 ADMIXTURE#1: OZS. 84984 01/09/08 28 ADMIXTURE#2: OZS. 84985 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. ('ONSTRUCTION TECHNOLOGY 1 `\dl mi) SII-co. lladklon Lake-Ne`,\ York 12019 ww IBIS) 399-IS48 I'iv0 IS) 199-1913 (J.IGNT LEHIGH CEMENT COMPANY REPORT NUMBER: 2 PAGE#: 1 313 WARREN STREET INSPECTION DATE: 11/28/07 GLENS FALLS,NEW YORK i2801 OUR FILE NUMBER: 1258.001 INSPECTOR&TEST SET: TONY SHAHINIAN#20 I (I! MR EDWARD KOKOSKI AMBIENT WEATHER: 30's:CLOUDY Rr).Ft;T GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 84522 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS 'I MFN I LOCATION OF LOAD# i FOOTING.SITE SPECIFIC LOCATION MAP ON FILE 'i ACEMENT LOCATION OF LOAD# 2 : FOOTING:SITE SPECIFIC LOCATION MAP ON FILE !)SLIVERED LOAD NUMBER: 2 i-..M.;K NUMBER/TICKET NUMBER: 203/ 35433 215 / 35436 (,''''PAGE DELIVERED/SUBTOTAL: 7.501 7.50 7 50 / 15.00 !Fif ('.ON(' BATCHED/ARRIVED: 11,09/ 11,18 11.34 / 11A5 PLACEMENT BEGAN/ENDED: 11 24 1 11 39 11.50 / 12.09 ON('PFTE AGE(HOURS) (SPEC MAX: 1 50) 0,50 0.58 I.!iPdii'ON ARRIVAL (INCHES): 75 4.00 /1'Al it R ADDED ONSITE(GALLONS): /A I ER ADDED AT DISCRETION OF I1MP OF CONCRETE INTO PUMP: IF APPLICABLE. PLACEMENT SLUMP(INCH) (SPEC. 5 0o) 425 4.00 N TRAINED AIR (%VOL) (SPEC 400 - 7 00) 5,80 UNIT WEIGHT (PCF) (SPEC: ) 148.18 ON(-RFTE TEMP- (F) (SPEC 45 - 85) 63 63 ,ll<I=R OF TEST SPECIMEN CAST 6 AU(;YL!NDER CONTROL NUMBERS 84522- 84527 "I C;RFPANCIES&REMARKS- . -_----------------------------------- -- -- -- — UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 N(:R(-.I F SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 rn-ti!t;N.,;IRE:NGTH&FORMULA: 4000 P.S.I.@ 28 DAYS I UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 11/29/07 'v1i.N I LBS. i CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT MI-NT LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. Eli GAL jAR,iL- AGGREGATE#1: LBS. 84522 12/05/07 7 114,050 4030 c).APSE AGGREGATE#2 LBS 84523 12/05/07 7 112,950 4000 OAWr F AG(-RFGATF 43 LBS 84524 12/26/07 28 146,850 5190 Ni A(;(MEGATE LBS 84525 12/26/07 28 144,200 5100 lii'IIXI I IRE#1: OZS 84526 12/26/07 28 144,900 5130 )[OIXT(IRE#2 OZS- 84527 SPARE aiX URF#3 OZS JP.ENTRAINING AGENT: OZS. POR I DISTRIBUTION: Hi 5 r'PUER 6 o. P ULl_Y SUBMi I TED, �:JiJr.-fRiJCTION TECHNOLOGY )M Ji)SAJN S-ET (NICET) rA=.N;tGER TECHNICAL SVCS CONSTRUCTION TECHNOLOGY I \h;Ilrim SIrccL. Ballston Lake.NcxA Yoi k 1-)019 unc: 1�18)399-1848 Fax:(�18) 399-I913 l;:T N I LEHIGH CEMENT COMPANY REPORT NUMBER: 5 PAGE#: 1 313 WARREN STREET INSPECTION DATE: 12/21/07 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER 1258.001 INSPECTOR&TEST SET: BRYAN CASAW #12 4T PN MR EDWARD KOKOSKI AMBIENT WEATHER: 30's:CLOUDY PRo,;EcT GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 85240 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS AC,MEN LOCATION OF LOAD# 1 SLAB ON GRADE A/C @ 1/1.25.A.75/B @ 1 25/2 DEI..I`✓ERED LOAD NUMBER 1 [RUCK NUMBER/TICKET NUMBER: 203/ 35702 ,i\RDAGE DELIVERED/SUBTOTAL: 10,00/ 1000 I IIIAE CONC BATCHED/ARRIVED 12,42/ 1255 I IPAF-FLACEMENT BEGAN/ENDED: 1.09/ 1_44 CONCRETE AGE(HOURS) (SPEC. MAX. 1,50) 1.03 I-iMP ON ARRIVAL (INCHES). 3.50 vVATER ADDED ONSITE(GALLONS) ',NATER ADDED AT DISCRETION OF: `;I IJMP OF CONCRETE INTO PUMP IF APPLICABLE PI ACFMENT SLUMP(INCH) (SPEC 5,00) 3 50 -NTRAINED AIR (%VOL) (SPEC 4,00 - 7.00) 4.60 1iNITWEIGHT (PCF) (SPEC. ) 145.63 CONCRETE TEMP. (F) (SPEC 45 - 85) 68 NLtMBER OF TEST SPECIMEN CAST: 6 i,°B CYLINDER CONTROL NUMBERS 85240- 85245 DISCREPANCIES&REMARKS UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C4701 C567, C617, C1064 (I:NCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 )E'_SIGN STRENGTH&FORMULA: 4000 P S I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/24/07 NIENT LBS, CYLINDER TEST TESTAGE ULTIMATELOAD UNIT EMENT LBS, NUMBER DATE DAYS & BREAK TYPE P.SI. VVA T ER GAL, j i (-)ARSE AGGREGATE#1: LBS. 85240 12/28/07 7 120,700 4270 COARSE AGGREGATE#2: LBS. 85241 12/28/07 7 121,250 4290 ARSE AGGREGATE#3 LBS 85242 01/18/08 28 !NE AGGREGATE: LBS- 85243 01/18/08 28 ,U)MfXTURE#1 OZS 85244 0 1/1 8/08 28 D('7IXTUP.E#2 OZS- 85245 SPARE -iOMI:TORE#3: OZS- Ii l-N1 RAINING AGENT: OZS. 'I:PORT DISTRIBUTION 111 E 5 i J'PLIER 6 s SPF(I F FULLY SUBMITTED, CONSTRUCTION TECHNOLOG`! TGM JOSLIN,S.ET—(N1C7 vI?VdAGFR TECHNICAL CONSTRUCTION TECHNOLOGY 1 \\ III:mi tilrr�l_ Ballston Lake. Nc\� York 12019 Ilimir: 018)399-1848 Pay: (518)399-1913 REPORT CORRECTED FOR INSPECTION DATE i,l IFNT LEHIGH CEMENT COMPANY REPORT NUMBER: 6 PAGE#: 1 313 WARREN STREET INSPECTION DATE: 12/26/07 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258,001 INSPECTOR&TEST SET: PETE DUNHAM #9 ATT'N: MR.EDWARD KOKOSKI AMBIENT WEATHER: 40's:CLEAR PF:O.JECT GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 85274 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:TANK PAD DELIVERED LOAD NUMBER 1 TRUCK NUMBER/TICKET NUMBER 206! 35712 YARDAGE DELIVERED/SUBTOTAL 5.00/ 5.00 TIME CONC BATCHED/ARRIVED 10.32/ 10.50 I"IMF PLACEMENT BEGAN/ENDED: 11.00/ 11.22 -.ONCRFTE AGE(HOURS) (SPEC MAX: 1 50) 0.83 :;LUMP ON ARRIVAL (INCHES): 4.00 "'ATER ADDED ONSITE(GALLONS). l,NA TER ADDED AT DISCRETION OF. F;L UMP OF CONCRETE INTO PUMP IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC. 5.00) 4.00 F N I PAINED AIR (%VOL) (SPEC: 4 00 - 700 8.00 1 INIT WEIGHT (PCF) (SPEC. ) 136.97 't iNCRE T E TEMP. (F) (SPEC: 45 - 85) 72 NUMBER OF TEST SPECIMEN CAST 6 L/\B CYLINDER CONTROL NUMBERS 85274- 85279 DISCREPANCIES&REMARKS: 1 CONTRACTOR NOTIFIED ENTRAINED AIR UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 t:()NCRFTE SUPPLIER CLEMENTE LATHAM CONCRETE CORP CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DI.iSIGN STRENGTH&FORMULA 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/27/07 CI=MEN1 LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT EMENT LBS. NUMBER DATE DAYS & BREAK TYPE P.SI. S',,'ATLR GAL. i cI)ARSF AGGREGATE#1 LBS. 85274 01/02/08 7 78,150 2760 ,:(',ARSE AGGREGATE#2 LBS 85275 01/02/08 7 80,800 2860 ()ARSE AGGREGATE#3. LBS 85276 01/23/08 28 M-A(.-,GREGATE: LBS- 85277 01/23/08 28 ,.I-MIXTURE#1 OZS. 85278 01/23/08 28 •:)rv11XTURE#2 OZS. 85279 SPARE ADMIXTURE#3: OZS. Ali;ENTRAINING AGENT. OZS. F:EPC)RT DISTRIBUTION. PILL 5: SUPPLIER 6: 7 8. ,::;PL_CTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY ()M JOSLIN.S E T (NICET) ✓IANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY I %\ilhimi Slrccl. llallston Lakc.Nc\-c York I')019 'Iwiwn (1�18)399-1848 Fat: (519)399-1913 CLIEN I LEHIGH CEMENT COMPANY REPORT NUMBER: 4 PAGE#: 1 313 WARREN STREET INSPECTION DATE: 12/12/07 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001 INSPECTOR&TEST SET: TONY SHAHINIAN#20 Aii'N: MR.EDWARD KOKOSKI AMBIENT WEATHER: 30's:CLEAR P!?().;:FC( GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS,NY. _ OUR FILE LOCATION: 84980 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS il',i','-'EIMENT LOCATION OF LOAD# 1 : FOUNDATION WALL.D/1-D/2 ACd_.RIENT LOCATION OF LOAD# 2 FOUNDATION WALL:D/2-C/2-8/1 DE-LIVERED LOAD NUMBER 1 2 [RUCK NUMBER/TICKET NUMBER 158/ 35608 203 ! 35610 YARDAGE DELIVERED/SUBTOTAL: 3.00/ 3.00 10,00 / 1300 l TIME CONC BATCHED/ARRIVED 2.23/ 2.33 2.36 / 2-45 'IM[ PLACEMENT BEGAN/ENDED: 2.37/ 2,49 2.51 / 3.15 ONCRETE AGE(HOURS) (SPEC: MAX: 1.50) CA3 0.65 LUMP ON ARRIVAL (INCHES). 4.50 4.75 t ,ATER ADDED ONSITE(GALLONS): -'-fl.TER ADDED AT DISCRETION OF >LIANIP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: 5 00) 4.50 475 LNI RAINED AIR (%VOL) (SPEC: 4.00 - 7.00 j 460 4,111 WEIGHT (PCF) (SPEC: ) 15072 CONCRETE TEMP. (F) (SPEC 45 - 85) 61 61 NUIv1BFR OF TEST SPECIMEN CAST: 6 iAl'CYLINDER CONTROL NUMBERS 84980 - 84985 !'>CREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 JCRt_I E SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 F13[-:>iGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/13/07 ";L PVI1_NT LBS, CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT MFNT- LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. 'drl\i FR: GAL. '::OANSE AGGREGATE#1: LBS ' 84980 12/19/07 7 104,300 3690 !'(.-)A.!?Sf AGGREGATE#2: LBS. 84981 12/19/07 7 105,000 3710 O: RSF AGGREGATE#3 LBS. 84982 01/09/08 28 128,500 4550 N; AGGREGATE LBS 84983 01/09/08 28 131,750 4660 ,,01,1lIXTURE#1: OZS. 84984 01/09/08 28 130,050 4600 A)NTXI URE#2: OZS 84985 SPARE <'L,f,/!IXTURE#3: OZS. PJR ENTRAINING AGENT 07-S. "PORT DISTRIBUTION IiiE 5: SUPPLIER 6: F:C:[HILLY SUBMITTED, TION TECHNOLOGY T(?(VI J051-IN,S.E-T. (NICET) j tdi, R TECHNICAL SVCS- CONSTRUCTION TECHNOLOGY i 'A ilIIki , �U-cct. ILiIIston Lokc. Nc%N- York 1-)019 1-li i f>IS) 399-1848 I a.x: (S18)399-19 1 3 IF.NI LEHIGH CEMENT COMPANY REPORT NUMBER: 7 PAGE#: 1 313 WARREN STREET INSPECTION DATE: 01/04/08 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001 INSPECTOR&TEST SET: PETE DUNHAM #9 N MR EDWARD KOKOSKI AMBIENT WEATHER: 20's:CLOUDY (,.Fc;! GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS, NY. OUR FILE LOCATION: 85401 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS 1-Pi1E.NT LOCATION OF LOAD# 1 : SLAB ON GRADE:TRUCK SLAB"A" )1.t-IVERED LOAD NUMBER. 1 NI IMBER/TICKET NUMBER: 215 i 35757 i-dRI)AGE DELIVERED/SUBTOTAL: 5,00/ 5-00 tIML-CONC BATCHED/ARRIVED: NA/ 8.351 k1l- PLACEMENT BEGAN/ENDED 8 40/ 9.05 C')NCRFT-.AGE(HOURS) (SPEC: MAX: 1-50) NA P11'ON ARRIVAL (INCHES) 4-25 v!A.TLR ADDED ONSITE(GALLONS) I FR ADDED AT DISCRETION OF: ,!.I iiv]P OF CONCRETE INTO PUMP: IF APPLICABLE. 'i Ac;EMEN)SLUMP(INCH) (SPEC 5.00) 4.25 N I PAINED AIR (%VOL) (SPEC- 4-00 - 7-00) 5.80 UNIT WEIGHT (PCF) (SPEC: ) 148.18 CC`NCREFE TEMP- (F) (SPEC. 45 - 85) 68 OF?EST SPECIMEN CAST 6 !INI)LR CONTROL NUMBERS 85401- 85406 RI FANCIES&REMARKS: 1: BATCH TIME NOT PROVIDED. UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 )NCRL I E SUPPLIER CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM C39 GN Sl RENGTH&FORMULA 4000 P.S.I (r�28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 01/07/08 N! LBS CYLINDER TEST TESTAGE ULTIMATELOAD UNIT MI=Nf LBS, NUMBER DATE DAYS & BREAK TYPE P.S.I. I F R GAL OARSF AGGREGATE#1: LBS 85401 01/11/08 7 91,500 3240 :OARSE AGGREGATE#2 LBS 85402 01/11/08 7 95,050 3360 ^F:'tiE GGREGA,TE#3. LBS 85403 02/01/08 28 N!AGGGREGATE LBS. 85404 02101/08 28 7\/IIXT0RE#1 OZS 1 85405 02/01/08 28 )IMV FORE 92 OZS 85406 SPARE iIXT URE#3: OZS. a Fr Ni RAINING AGENT: OZS 4R i DISTRIBUTION 5 ER 6 7 I n: FULLY SUBMITTED, vNC. R T;ON TECHNOLOGY ()PI .IOSLIN.S.E T (NICET) ,10f,IAGER TECHNICAL SVCS -- — ---- -- -- - L 'CINSTRUCTION TECHNOLOGY I V`,illioni Slrcct. Ballston Lakc. Nc\c York 12019 o IS)399-1849 Fas: (�18)399-1913 FNT LEHIGH CEMENT COMPANY REPORT NUMBER: 6 PAGE#: 1 313 WARREN STREET INSPECTION DATE: 12/26/07 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001 INSPECTOR&TEST SET: PETE DUNHAM #9 N MR.EDWARD KOKOSKI AMBIENT WEATHER: 40's:CLEAR PRi;JECT GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 85274 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS ;';CEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE_:TANK PAD DELIVERED LOAD NUMBER: 1 !RUCK NUMBER/TICKET NUMBER 206/ 35712 ,\RDAGE DELIVERED/SUBTOTAL 500/ 5.00 !IME CONC BATCHED/ARRIVED 10.32/ 10.50 1!ME PLACEMENT BEGAN/ENDED: 1100/ 11,22 !;ONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0,83 '1 CiMP ON ARRIVAL (INCHES): 4.00 ,TER ADDED ONSITE(GALLONS). dF.TER,ADDED AT DISCRETION OF ;!UMP OF CONCRETE INTO PUMP. IF APPLICABLE: :`i \CcMFNT SLUMP(INCH) (SPEC 5,00) 4.00 Pi?!2AINED AIR (%VOL) (SPEC. 4,00 - 7.00) 8.001 ;PdIT WEIGHT (PCF) (SPEC. - ) 136.97 „ONCRETE TEMP. (F) (SPEC. 45 - 85) 72 N; IMBER OF TEST SPECIMEN CAST 6 i;8(,YLINDER CONTROL NUMBERS 85274- 85279 REFANCIES&REMARKS: 1: CONTRACTOR NOTIFIED ENTRAINED AIR UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 uN4 RE LE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TFST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 )El'i:GN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/27/07 rMENT LBS. CYLINDER TEST TESTAGE ULTIMATE LOAD UNIT N^ENT LBS, NUMBER DATE DAYS & BREAK TYPE PSI. ?ATER GAL. ".ARSE AGGREGATE#1 LBS 85274 01/02/08 7 78,150 2760 'OARSE AGGREGATE#2' LBS. 85275 01/02/08 7 80,800 2860 i:3AkSE AGGREGATE#3: LBS 85276 01/23/08 28 1 i6,950 41,40 'NF AGGREGATE LBS. 85277 01/23/08 28 118,200 4180 D+!!IXTURE#1 OZS. 85278 01/23/08 28 117,750 4170 ,PFOIXrTRE 92 OZS. 85279 SPARE ONIIXTURE#3 OZS. NTRAINING AGENT OZS. 'O!?T DISTRIBUTION il_E 5 SL!PFLIER 6- 7: 8 SPECTFULLY SUBMITTED, t�TION TECHNOLOGY N S E T NICET�L ( ) NF+G'ER TECHNICAL SVCS. _ CONSTRUCTION TECHNOLOGY i A\ Ilium time(. Ballston Lake.Nrx\ York 12019 i lio+ i : (i 18) 399-1848 Fax:(5I8)399-191 3 CLIENT LEHIGH CEMENT COMPANY REPORT NUMBER 7 PAGE#: 1 313 WARREN STREET INSPECTION DATE: 01/04/08 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001 INSPECTOR&TEST SET: PETE DUNHAM #9 A i T'N MR.EDWARD KOKOSKI AMBIENT WEATHER: 20's:CLOUDY PROJECT GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 85401 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : SLAB ON GRADE:TRUCKS[AB"A" DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER. 2151 35757 YARDAGE DELIVERED/SUBTOTAL: 5.00/ 5.00 MIME CONC BATCHED/ARRIVED: NA/ 8.351 TIME PLACEMENT BEGAN/ENDED: 8.40/ 9.05 'ONCRETE AGE(HOURS) (SPEC: MAX 1.50) NA ';LUMP ON ARRIVAL (INCHES): 4,25 ,JATER ADDED ONSITE(GALLONS). WATER ADDED AT DISCRETION OF ,LUMP OF CONCRETE INTO PUMP. IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC 5 00) 425 �_NTRANED AIR (%VOL) (SPEC. 400 - 7,00) 5.80 UNIT\NE!GHT (PCF) (SPEC: ) 148.18 CONCRETE TEMP. (F) (SPEC 45 - 85) 68 NUMBER OF TEST SPECIMEN CAST: 6 IAB CYLINDER CONTROL NUMBERS 85401- 85406 DI>CREPANCIES&REMARKS 1: BATCH TIME NOT PROVIDED. UNLESS NOTED ALL TESTING IAW: ASTM: C31, :;138, 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: 01/07/08 CEMENT LBS. CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT .,EMENT LBS. NUMBER DATE DAYS & BREAK TYPE P.S.I. WATER GAL, COARSE AGGREGATE#1. LBS. 85401 01/11/08 7 91,500 3240 )ARSE AGGREGATE#2 LBS 85402 01/11/08 7 95,050 3360 (;O!\RSE AGGREGATE#3. LBS. 85403 02/01/08 28 124,300 4400 !=1NE AGGREGATE: LBS. 85404 02/01/08 28 126,900 4490 ^ADMIXTURE#1 OZS 85405 02/01/08 28 127,350 4500 ',DMIXTURE#2 OZS. 85406 SPARE ADMIXTURE#3 OZS. ENTRAINING AGENT: OZS. REPORT DISTRIBUTION. FILE 5 2 SUPPLIER 6 7 8: RESPEC LLY SUBMITTED, C ST ON TECHNOLOGY TOM JOSLIN.S-ET- (NICET) MANAGER TECHNICAL SVCS ONSTRUCTION TECHNOLOGY i 'A t1h;un Sircc!. llallston Lakc..NcAc York 12019 I8)3(M-1848 Fax: (5I8).,99-1913 :LIF N F LEHIGH CEMENT COMPANY REPORT NUMBER: 8 PAGE#: 1 313 WARREN STREET INSPECTION DATE: 01/10/08 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001 INSPECTOR&TEST SET: TONY SHAHINIAN#20 FN MR EDWARD KOKOSKI AMBIENT WEATHER: 30's:CLEAR ='ROJEC GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 85610 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS 1'LA(:-EMENT LOCATION OF LOAD# 1 SLAB ON GRADE:EXTERIOR P!ACE_MENT LOCATION OF LOAD# 2 SLAB ON GRADE:EXTERIOR DELIVERED LOAD NUMBER: 1 2 -RUCK NUMBER/TICKET NUMBER 198 i 35324 206 / 35825 YARDAGE DELIVERED/SUBTOTAL: 7-50/ 7,50 7,50 l 15.00 FIMF CONC BATCHED/ARRIVED: 1123/ 1t27 11,30 / 11.35 ':!ME PLACEMENT BEGAN/ENDED 11.29/ 11.40 11,43 / 11.59 CONCRETE AGE(HOURS) (SPEC: MAX: 1-50) 0,28 OAS ;I-L;MP ON ARRIVAL (INCHES). 5.25 5.50 WATER ADDED ONSITE(GALLONS): vVA TER ADDED AT DiSCRETION OP LUPJP OF CONCRETE INTO PUMP IF APPLICABLE: - ;EP,,lFNT SLUMP(INCH) (SPEC 5.00) 5.25 1 5.501 ^d I RAINED AIR (%VOL) (SPEC: 4-00 - 7.00) 5.10 UNl i WEIGHT (PCF) (SPEC: ) 146-14 CONCRETE TEMP (F) (SPEC. 45 - 85) 62 63 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 85610- 85615 L'ISCREPANCIES&REMARKS: 1: CONTRACTOR NOTIFIED LOAD 1.2 SLUMP UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 t:ONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 '!.'c.!SN STRENGTH&FORMULA: 4000 P.S I @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 01/11/08 (:lkilEN7 LBS CYLINDER TEST TESTAGE ULTIMATELOAD UNIT 't-NIFNT LBS NUMBER DATE DAYS & BREAK TYPE P.S.I. `JVF',7 ER- GAL, C(.)ARSE AGGREGATE#1 LBS. 85610 01/17/08 7 113,000 4000 ("DAR'SE AGGREGATE#2: LBS 85611 01/17/08 7 112,100 3970 )ARSE AGGREGATE#3: LBS. 85612 02/07/08 28 156,250 5530 ;+JL AGGREGATE LBS, 85613 02/07/08 28 161,900 5730 ,0MIXTURE 41 OZS 85614 02/07/08 28 158,300 5600 ?.FiAAIXTURE#2 OZS 85615 SPARE a-)M!XTURE#3. OZS. %ul:rNTRAINING AGENT: OZS. CEPC)RT DISTRIBUTION. FiLI 5: PFIJER 6- 7 8 :I_:]F'ECTI ULLY SUBMITTED ---- ----- — O�CTION TECHNOLOGY f JO5CT S E.T. L SVC) ----- — — — —� — P:UANAGER TECHNICAL SVCS (_'ONSTRUCTION TECHNOLOGY A',.illimii Sliccl. kall:;ton Lake. Nc\% York 12019 nr: l�IS)399-1949 klx:(i 1 Kl 399-1913 LIEN i LEHIGH CEMENT COMPANY REPORT NUMBER: 3 PAGE#: 1 313 WARREN STREET INSPECTION DATE: 12/05/07 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001 INSPECTOR&TEST SET: BOB BEHAN #6 !'N MR EDWARD KOKOSKI AMBIENT WEATHER: 20's LT.SNOW `ri:,.lEc i —GRINDER AID BUILDING: L_EHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 84782 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS Ai;FM6_NT LOCATION OF LOAD# 1 FOUNDATION WALL:SITE SPECIFIC LOCATION MAP ON FILE Po:EMLNT LOCATION OF LOAD# 2 FOUNDATION WALL:SITE SPECIFIC LOCATION MAP ON FILE i:;!:_L IVERED LOAD NUMBER. 1 2 G:Ui,K NUMBER/TICKET NUMBER: 171 / 35527 194 / 35529 DELIVERED/SUBTOTAL: 8,00/ 8.00 4.00 / 12.00 ,f,!' r,ONC BATCHED/ARRIVED 12,08/ 12.43 1252 / 1.15 PrACFMENT BEGAN/ENDED 1250/ 1.28 1.32 1.56 DNCE AGE(HOURS) (SPEC: MAX: 1,50) i.33 1.07 11;1)MP ON ARRIVAL (INCHES): 3.75 4.50 -'d\TE.P P DDED ONSITE(GALLONS). 'SR ADDED AT DISCRETION OF �i-UMP OF CONCRETE INTO PUMP. IF APPLICABLE: ...:Eie1i-.hJT SLUMP(INCH) (SPEC: - 5,00) 3.75 4.50 id 1 RAINED AIR (%VOL) (SPEC: 4,00 - 7.00) 6.10 + ;J!T WEIGHT (PCF) (SPEC. - ) 147.16 ('NC;RFTF TEMP (F) (SPEC 45 - 85) 63 62 Ai3Eil OF TEST SPECIMEN CAST: 6 'IF,CYLINDER CONTROL NUMBERS 84782- 84787 i,`3CRFPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 VC;RL IF SUPPLIER CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 6N.ORENG 1 H&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/06/07 LBS, I CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT I N I LBS, NUMBER DATE DAYS & BREAK TYPE P.S.I. , GAL. SC i;GGREGATE#1 LBS. 84782 12/12/07 7 119,350 4220 ".RSA AGGREGATE#2: LBS. i 84783 12/12/07 7 118,150 4180 AGGREGATE#3: LBS. 84784 01/02/08 28 1 40 700 4980 n!E :.(,GREGATE LBS 84785 01/02/08 28 142,400 5040 URE 41: OZS 84786 01/02/08 28 138,400 4900 "RF 42. OZS 84787 SPARE Y i i Rl E#3 OZS l RAINING AGENT OZS 1=Cf;i il!STRIBUTION ----------------- --— — — —� YIj-I. 5: f-PUER 6: 7 `:_C1 FLLLY"SUBMITTED, ("'i)NSTRUCTION TECHNOLOGY �`{l ,I(i�iLIN,S.E.T. (NICET) I Al,,Nlf,;';L R TECHNICAL SVCS. ——� ----- �'ONSTRUCTION TECHNOLOGY 1 limm 13allstrni Lake_NCNv Yolk 12019 'I:om_:018)399-1&!, 1-'iv 018)399-1913 TENT LEHIGH CEMENT COMPANY REPORT NUMBER 6 PAGE#: 1 313 WARREN STREET INSPECTION DATE: 12/26/08 GLENS FALLS.NEW YORK 12801 OUR FILE NUMBER: 1258,001 INSPECTOR&TEST SET: PETE DUNHAM #9 r.l 1 N MR.EDWARD KOKOSKI AMBIENT WEATHER: 40's:CLEAR [:cr GRINDER AID BUILDING_: LEHIGH CEMENT,GLENS FALLS, NY. OUR FILE LOCATION 85274 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS P,(:CiP•IENT LOCATION OF LOAD# 1 SLAB ON GRADE:TANK PAD DELIVERED LOAD NUMBER 1 RUCK NUMBER/TICKET NUMBER 206/ 35712 'vP,F',DAGE DELIVERED/SUBTOTAL 5.00/ 500 r!ME CONC. BATCHED/ARRIVED: 10.32/ 10.50 !i;E ill AEEMENT BEGAN/ENDED 11.00/ 11.22 �:UM1k;RE-E AGE(HOURS) (SPEC: MAX: 1-50) 0.83 (IMP ON ARRIVAL (INCHES) 4.00 A'A.rER ADDED ONSITE(GALLONS). 'J7U ER ADDED AT DISCRETION OF. -.l UMP OF CONCRETE INTO PUMP IF APPLICABLE. -'I ACEMENT SLUMP(INCH) (SPEC: 5.00) 4.00 ENTRAINED AIR (%VOL) (SPEC 4.00 - 7.00) 8.00 1 INIT WEIGHT (PCF) (SPEC. ) 136.97 "('NCRETE TEMP. (F) (SPEC. 45 - 85) 72 Ni IMBFR OF TEST SPECIMEN CAST. 6 !_Al;CYLINDER CONTROL NUMBERS 85274- 85279 ;)iSCREPANCIES&REMARKS is CONTRACTOR NOTIFIED.ENTRAINED AIR UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 ,'0N(,RE FF SUPPLIER CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 ::-:,I(iN STRENGTH&FORMULA: 4000 P-SJ.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/29/08 '! N1 LBS. CYLINDER TEST TESTAGE ULTIMATELOAD UNIT i Mi-NT LBS NUMBER DATE DAYS & BREAK TYPE P S.I. I i R GAL. r)ARSE AGGREGATE#1: LBS. 85274 01/02/09 7 78,150 2760 ;;')ARSE AGGREGATE#2: LBS, 85275 01/02/09 7 80,800 2860 ?SG AGGREGATE#3: LBS. 85276 01/23/09 28 NE AGGREGATE. LBS, 85277 01/23/09 28 VDI'v11XTURE#L OZ& 85278 01/23/09 28 ,,`M!XT URE#2. OZS. 85279 SPARE ',!AIIIXTURE#3 OZS. WR ENTRAINING AGENT OZS 5_I' 71<I DISTRIBUTION. -- — -- -- -- ,tWPLIER 6 7 s l)"(;!1-ULLY SUBMITTED. CONSTRUCTION TECHNOLOGY CUM JO SLIN.S E T (NICET) 1v1ANia.GER TECHNICAL SVCS_ 'ONSTRUCTION TECHNOLOGY i \\ illlwn tiircct_ kalktun Labe. Nc\\ York 12019 Phoiw: o 18)399-1818 Fax:(�18)399-19I3 1.11 NF LEHIGH CEMENT COMPANY REPORT NUMBER: 8 :PAGE# 1 313 WARREN STREET INSPECTION DATE: 01/10/08 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001 INSPECTOR&TEST SET: TONY SHAHINIAN#20 iA I FN MR EDWARD KOKOSKI AMBIENT WEATHER: 30's:CLEAR PPO-JECT GR_I_N_DER AID BUILDING: LEHIGH CEMENT.GLENS FALLS,NY. OUR FILE LOCATION: 85610 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PI.,Ai CEMENT LOCATION OF LOAD# 1 . SLAB ON GRADE:EXTERIOR PLACEMENT LOCATION OF LOAD# 2: SLAB ON GRADE EXTERIOR DELIVERED LOAD NUMBER: 1 2 I PUCK NUMBER/TICKET NUMBER: 198/ 35824 206 / 35825 Y ARIJAGE DELIVERED I SUBTOTAL: 7 50 I 7.50 7.50 / 15.00 t!NlA !CONC. BATCHED/ARRIVED: 11.23! 11.27 11.30 / 11.35 1!POF PLACEMENT BEGAN/ENDED: 11.29/ 11.40 11.43 / 11.59 .ONCRF_TE AGE(HOURS) (SPEC. MAX: 1.50) 0.28 0.48 ;LI1I`1P ON ARRIVAL (INCHES): 5.25 5.50 AIA?ER ADDED ONSITE(GALLONS) vVA?ER ADDED AT DISCRETION OF ;II JMP OF CONCRETE INTO PUMP IF APPLICABLE PLACEMENT SLUMP(INCH) (SPEC 5.00) 5.25 1 5.501 CNIRAINEDAIR (%VOL) (SPEC. 4.00 - 7.00) 5.10 l!Nll WEIGHT (PCF) (SPEC: ) 146.14 CONCRETE TEMP. (F) (SPEC: 45 - 85) 62 63 NUMBER OF TEST SPECIMEN CAST: 6 i.AB CYLINDER CONTROL NUMBERS 85610- 85615 )!S(_.REPANCIES&REMARKS: 1: CONTRACTOR NOTIFIED LOAD 1,2:SLUMP UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 :)NCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 i)LSIGN STRENGTH&FORMULA: 4000 P.S.I.@d 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 01/11/08 F_MEN i LBS CYLINDER TEST TEST AGE ULTIMATE LOAD UNIT F;NL`NT LBS. NUMBER DATE DAYS & BREAK TYPE P S.I. 'JVA TF R GAL. )APSE AGGREGATE#1 LBS. 85610 01/17/08 7 113,000 4000 ;i;ARSE AGGREGATE#2: LBS. 85611 01/17/08 7 112,100 3970 COARSE AGGREGATE#3 LBS. 85612 02/07/08 28 F!NL AGGREGATE: LBS. 85613 02/07/08 28 ADMIXTURE#1: OZS. 85614 02/07/08 28 i)PJIlXJ HRE#2: OZS. 85615 SPARE �AiOMIXIURE#3. OZS '•.k'._NTRAINING AGENT: OZS. POR] DISTRIBUTION: SUPPLIER 6: 7 8 Hi_Sf't:CTFULLY SUBMITTED, C' Z CTION TECHNOLOGY I., LIN.S.E T (NICET) PIAN.AGER TECHNICAL SVCS ONSTRUCTION TECHNOLOGY I \'illimn Sircct. Ballston Lake, NcNv York 12019 Pllnilc: !j 18)399-1848 Fax: (518)399-1913 ir NT LEHIGH CEMENT COMPANY REPORT NUMBER: 5 PAGE#: 1 313 WARREN STREET INSPECTION DATE: 12/21/07 GLENS FALLS,NEW YORK 12801 OUR FILE NUMBER: 1258.001 INSPECTOR&TEST SET: BRYAN CASAW #12 T N MR.EDWARD KOKOSKI AMBIENT WEATHER: 30's:CLOUDY ':c`.;ECT GRINDER AID BUILDING: LEHIGH CEMENT,GLENS FALLS,NY. OUR FILE LOCATION: 85240 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMFNT LOCATION OF LOAD# 1 . SLAB ON GRADE.A/C @ 1/1.25;A75/B @ 1.25/2 DELIVERED LOAD NUMBER: 1 I ki WK NUMBER/TICKET NUMBER: 203/ 35702 YARDAGE DELIVERED/SUBTOTAL: 10.00/ 1000 `!MF COS 1C BATCHED/ARRIVED 12 42/ 12.55 ! lMi` PLACEMENT BEGAN/ENDED 1.09/ 1 44 C;ONCRF I E AGE(HOURS) (SPEC MAX: 1.50) 1.53 LU1\:1P ON ARRIVAL (INCHES): 3 50 11 ER ADDED ONSITE(GALLONS) °!A1 ER;DDED AT DISCRETION OF iLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: F'LACENIENT SLUMP(INCH) (SPEC 5.00) 3.50 Nil.RAINED AIR (%VOL) (SPEC. 4.00 7.00) 4.60 ;N1i VVEIGHT (PCF) (SPEC ) 145.63 Cf)N(,RETE TEMP. (F) (SPEC 45 - 85) 68 N:liMBEP.OF TEST SPECIMEN CAST 6 I_AS CYLINDER CONTROL NUMBERS 85240- 85245 DISC:REFANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 )Nt-RFTE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 !.,r-' GN S 1 RENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 12/24/07 i_rv1E'NF LBS. CYLINDER TEST TESTAGE ULTIMATELOAD UNIT F MENT LBS NUMBER DATE DAYS & BREAK TYPE P S.I GA.L. I R F AGGREGATE#1: LBS I 85240 12/28/07 7 120,700 4270 ',ARSE AGGREGATE#2 LBS. 85241 12/28/07 7 121,250 4290 OAF2SE AGGREGATE#3 LBS ! 85242 01/18!06 28 167,000 5910 ML AGGREGATE LBS 85243 01/18/08 28 163,550 5790 " N`I'vTI RE 91: OZS 85244 01/18/08 28 163,800 5790 iiUFd11XFURE#2: OZS- 85245 SPARE VW!XTURE#3. OZS. FNTRAINING AGENT GZS. I FI'OR FDISTRIBUTION 5: 6 7 3 I ...::: U!FULLY SUBMITTED, ONS UC N TECHNOLOGY S E T. (NICET) ;IJ;NAI:;ER TECHNICAL SVCS. NOa-09-2007 01 :43 AN CONSTRUCTION TECH. 518 399 1913 P. 05 CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, F' D,& T.S., INC. 4 William Street, Ballston Lake, New York 12019 (hone: (518) 399-1848 Fax: (518)399-1913 November 9, 2007 TOWN OF QUEENSBURY BUILDII•IG DEPARTMENT 742 Bay Road Queensbury, New York 12804 Att'n: Building Code Enforcement Off,-.ials Rc: GRINDER AID BUILDING 313 N1'ARRFN STREET, GLENS FALLS, NY. Ivor LEHIGH CEMENT COMPANY: 131 WARREN STREET, GLENS FALLS, NY, Construction Materials Inspection and Testing Services Gentlemen, Per the request of Mr. Edward Kokoski, Lehigh Cement Company, we are pleased to inform you CONSTRUCTION TECHNOLOt.IY has been retained to provide the construction materials inspection and testing, services required of the referenced project including; but not limited to: Soil backlill compaction, reinforcing stet inspection, and portland cement concrete placement. As such, we would like a moment to introduce our organization. CONSTRUCTION TECHNOLOGY is.the construction materials inspection division of Product Development & Technical Servi,;es, Inc. Since our 1984 incorporation in New York State. we have been devoted to providinll the highest standards of on time field inspection, testing and laboratory support to the con4ruction industry. Our desire is a QC/QA involvement with projects committed to timely compli.tion while satisfying the quality controls and assurances neccssary to support today's ,strict design criteria. All too oven materials inspections are viewed as a necessary evil or a requirement to be overlooked. MAny times the laboratory brings this attitude 1�n itself because of less than fully qualified personnel, tardy response time or uncompromising attitudes of technicians. (liven the opportunity, we are confident we can provide the services that reflect our strong desire to be an asset to the construction process. Our facility and field technical force is s,lpported by state of the art test equipment, including nuclear soil/asphalt density test equipment, automatic soil moisture/density (Proctor) apparatus, temperature/humidity controlled curing cmvironments for concrete specimens, and all other necessary equipment to satisfy the requirements of the American Society for Testing and Materials (ASTM) standards C-1077 anci F-329 as they relate to a commercial inspection agency. CONSTRUCTION TECHNOLOGY I as submitted to outside auditing by having our personnel, equipment, facility and quality assurance plan evaluated by the Cement and Concrete Reference 1,aboratory (CCRL)of the National Standards institute. A copy of the CCRL/NSi audit and finding is available upon request. NOV-09-2007 01 :44 AM CONSTRUCT.10N TECH. 518 399 1913 P. 06 t November 9, 2007 TOWN OF QUEENSBURY BUILDIPit: DEPARTMENT Re: GRINDER AID BUILDING 313 WARREN STREET, GLENS FALLS, NY. for LEHIGH CEMENT COMPANY: :131 WARREN STREET, GLENS FALLS, NY, Construction Materials inspection and Testing Services Our staff ranges from consultant Professional Engineers, hydrologists and geologists to field 0, . 1...:..:...... .....1 ,,,,.i...;,.I.. :....,,.,.,I..... ..:1.1. hvill W,tat+ Yllllld111111111i1'll I'YI11'lll'lll'I' III 11 I'11111i11111'illll Iniridrl) Ili-witiliiin Pinld iwelinlilln•+ +ilnii piroi nn n P"'nll�li n Ill III ni trnllinn Ir-nrli MrTiiI IIilimvIi''9PT-IY't i1x dIF t if]Ill III[III ui0111IF (Ill Certil uaholl ill 1.11C (N GEI'). I11Illn1I nnll+ N111,41141VI 1a i n...,,.,,,1, I..,.I:I..I. l;,�,0T1 (1.,,,i:r....I o.........i., rl...... 1..,.,1;..„ n,.....;,.1 1 ,.....I..., " Trn)-lrr Nillrlrnr fililllrr Trillnlnlr Prnimini fnr Ri0hitlnn 5ilfrtlr OfPlrrri iind r1rlrl (brniffn 1JY,95UT Cclllllcd A.splIU1L 6CII,IIy T111k)C4,a01. � .)&L T.,,1;,,6, l Pl.t5la., , f.,, Ga114my L.a.,,Jf;ll III JAJ T.i..utlJli',, TPu.. 11 LD�Ii�BJ4At1 NJl PI!.11 J.l! t ful Qlu.dihy rl!.Mml .IP.AI TIIPIII.l.l.pl!.Jl .l( r��,Jl,�l1�P,Iill,hll. q�f*Irim tin 11wr in %illi1 alul IIiiiwilmit %"ndr illvIulrnl T'm ;l;lin III 1101,liti+!r.l, tl.�.p�,tirli�uilur qutilifiutitil.'ILL, FlAd i11G1!rvtvirj urr full iliur with till Flhuere of 1 1n1111n1 1;1Il+ 1ni1101;1111 (El I;IIU 111111 ;11111.1011 4111 ;nlIlinl;rlij u11i11, IilnuIININ. I�il+�in+i�l++�l+l, nnnnnnSi: Nlaucuunl slccl. ?I1rp11JUi111g UJIIJ IUUi I1151UliddUll. 1 Ilib e,CI1CIUdy ddrVIUICJ d10 IICCU UIIU expense of employing more than one inspector on a particular project. CONSTRUCTION TECHNOLOGY c.'urrently has the capabilities to provide inspection and testing services relating to many constru,.:tion concerns including but not limited to: subsurface drilling and investigation, soils placement and compaction, foundation design recommendations, portland cement concrete, unit masonry, mortars, grouts, bituminous concrete, structural steel and fireproofinl;;, as well as all associated laboratory services. In general, all farms of materials testing and inspection services, as they relate to the construction industry, may be obtained through CONSTRUCTION TECHNOLOGY. We appreciate your interest in our firm t.nd our line of work. We look forward to completing the construction materials inspection, testing and laboratory requirements for the GRINDER AID BUILDING LENTGH CEMENT COMPANY, I('there lire any questions, or when we may be of assistance, please contact this office immediately, Respectfully, CONSTRUCTION TECHNOLOGY V=Z ,� Tom Joslin, S.E,T., (NICET) Manager Technical Services NOV-09-2007 01 : 43 AM CONSTRUCT ::ON TECH. 518 399 1913 P. 04 • CONSTRUCTION TECHNOLOGY INSPECTION &TESTING DIVISION, P.D.&T.S., INC. 4 William Street,Ballston Lake,New York 12019 I'hnnc:(SIR)399.1848 rxx:(5 18).199-1913 I Ii.N I LEHIGH CEMENT COMPANY PAaE P ESTIMATE 9; 110907.003 .113 WARRP.N STRF;Ii•I` F.Sl IMATE DATE, I IIw07 (iLI:NS FAILS,NEW YORK 12801 OUR PROJECT FILE, TBD AT I'N: MR.1A)WARD KOKOSKI It(I,n c'F GRINDER Alp BUILDING:313 WARREN ST.,GLENS FALLS,NY. ESTIMATE FOR CONSTRUCTION MATERIALS INSPECTION AND TESTING. SERVICES GRINDER BUILDING CONCRETE INShECTIONS DAY 1 :ONSITE TECHNICIAN SERVICES; CONCRETE PLACEAIENT#1 2.50 HOURS @ 25.50 1 HOUR $ 63.75 VEHICLE TRANSPORTATION 68 MILES Cd 0.451 MILE 30.60 CONCRETE TEST CYLINDER NOS: 1 .5 6 CYLS.@ T50 I CYLINDER 45.00 DAY 2;ONSITE TECHNICIAN SERVICES: CONCRETE TET CYL INDER PICKUP 1.75 HOURS @ 25.50 1 HOUR 44.63 VEHICLE TRANSPORTATION 68 MILES(9 0.451 MILE 30.60 DAY 3:ONSITE TECHNICIAN SERVICES: CONCRETE PLACE%IENT#2 250 HOURS @ 25.50 I HOUR 63.75 VEHICLE TRANSPORTATION 68 MILES @ 0.45 1 MILE 30.60 CONCRETE TEST CYLINDER NOS: 7 • 12 6 CYLS.@ 7.50 1 CYLINDER 45.00 DAY 4 ONSITE TECHNICIAN SERVICES: CONCRETE TET CYLINDER PICKUP 175 HOURS 25.50 I HOUR 44.63 VEHICLE TRANSPORTATION 68 MILES 0.45 I MILE 30.60 DAY 5:ONSITE TECHNICIAN SERVICES: CONCRETE PLACE IAENT 03 2.50 HOURS @ 25.501 HOUR 63.75 VEHICLE TRANSPORTATION 68 MILES @ 0.451 MILE 30.60 CONCRETE TEST CYLINDER NOS: 13 -18 6 CYLS. @ 7.50 I CYLINDER 45.00 DAYS:ONSITE TECHNICIAN SERVICES: CONCRETE TET CYLINDER PICKUP 1.75 HOURS @ 25.50 1 HOUR 44.63 VEHICLE TRANSPORTATION 65 MILES @ 0.45 1 MILE 30.60 DAY 7:ONSITE TECHNICIAN SERVICES' CONCRETE PLACEIAENT#4 2.50 HOURS @ 25.50 1 HOUR 63.75 VEHICLE TRANSPORTATION 68 MILES @ 0.43 1 MILE 30.60 CONCRETE TEST CYLINDER NOS: 19 .24 6 CYLS,@ 7,501 CYLINDER 45.00 DAY 8:ONSITE TECHNICIAN SERVICES: CONCRETE TET CY.INDLR PICKUP 1.75 HOURS @ 25.501 HOUR 44.63 VEHICLE TRANSPORTATION 68 MILES 0.451 MILE 30.60 DAY 9:ONSITE TECHNICIAN SERVICES: CONCRETE PLACEI4ENT#S 2.50 HOURS @ 25.501 HOUR 63.75 VEHICLE TRANSPORTATION 68 MILES @ 0.451 MILE 30.60 CONCRETE TEST CYLINDER NOS: 25•30 5 CYLS.@ 7.50 1 CYLINDER 45.00 DAY 10:ONSITE TECHNICIAN SERVICES: CONCRETE TET CYLINDER PICKUP 1,75 HOURS @ 25.50 1 HOUR 44.63 VEHICLE TRANSPORTATION 68 MILES @ 0.45 I MILE 30.60 TOTAL PROJECT ESTIMATE: THANK YOUI $ 1,072.88 I'l 1)I'frl..N IN!1.1'llP.A1)MINISI'RATIVE REVIEW AND TYPPO RFPORT OISTRIBU'TION TO OUR('LILNT AND PAR rIES DESIGNATED BY PROJECT SPECIrIF ATION S110('I.f)rllf°R!`.IW ANY O fFSTIONS O8 ADDITIONAL INFORMAIION REMIESTLD,hLE:ASL CONTACT 1'III.N 01'FICE,IMMEDIATELY. NUV-1:�'-2007 11 : 10 PM CONSTRUCTION TECH. 518 399 1913 P. 02 CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.& T.S., INC. 4 William Street, Ballston Lake, Now York 12019 Phone; (518)399-1848 Fax: (5IS)399-1913 November 14, 2007 TOWN OF QUEENSBURY BUILDING DEPARTMENT 742 Bay Road Queensbury, New York. 12804 Att'n: Building Code Enforcement Officials Re: GRiNDER AID BUILDING 313 WARREN STREET, GLENS FALLS, NY. for L HIGH CEMENT COMPANY: 131 WARREN STREET, GLENS FALLS, NY, Construction Materials Inspection and Testing Services Gentlemen, Per the request of Mr. Edward Kokoski, Lehigh Cement Company, we are pleased to inform you CONSTRUCTION TECHNOLOGY has been retained to provide the construction materials inspection and testing services required of the referenced project including but not limited to: Soil backlill compaction, reinforcing steel inspection, portland cement concrete placement inspection and structural steel and bolted connections. As such, we would like a moment to introduce our organization. CONSTRUCTION TECHNOLOGY is the construction materials inspection division of Product Development& Technical Services, Inc. Since our 1984 incorporation in New York State, we have been devoted to providing the highest standards of on time field inspection, testing and laboratory support to the construction industry. Our desire is a QC/QA involvement with projects committed to timely completion while satisfying the quality controls and assurances necessary to support today's strict design criteria. All too often materials inspections are viewed as a necessary evil or a requirement to be overlooked. Many times the laboratory brings this attitude on itself because of less than fully qualiried pcusunncl, tardy response time or wicompromising attitudes of technicians. !. ;V%v ►l do. uppultuility, WG tuc l;U11ndt;11L we can provide m.e services that revert our strong desire to be an asset to the construction process. Our Facility and field technical force is supported by state of the art test equipment, including nuclear soil/asphalt density test equipment, automatic soil moisture/density (Proctor)appa.ratiyc, temperature/humidity controlled curing environments for concrete specimens, and all other necessary equipment to satisfy the requirements of the American Society for Testing and Materials(ASTM) standard~C-1077 and E-329 as they relate to a commercial inspection agency. CONSTRUCTION TECHNOLOGY has submitted to outside auditing;by having our personnel, equipment, l'acility and quality assurance plan evaluated by the Cement and Concrete Reference Laboratory(CCRL)of the National Standards Institute. A copy of the CCRI.,NS1 audit and finding is available upon request. Nbv-13-2007 11 : 11 PM CONSTRUCTION TECH. 518 399 1913 P. 03 November 14, 2007 TOWN OF QUEENSBURY BUILDING DEPARTMENT R;�; GRINDER AID BUILDING 313 WARREN STREET, GLEN'S FALLS, NY. for LEHIGH CEMENT COMPANY: 131 WARREN STREET, GLENS FALLS,NY, Conotruction Matcriab Inspection and Tcating uciviccs Our staff ranges from consultant Professional Engineers, hydrologists and geologists to field technicians and materials inspectors with technical backgrounds of educational degrees and/or substantiated experience in a construction oriented discipline. Field inspectors also possess a combination of the fallowing certifications`. * Certification at various levels(AET-I through SET-IV) by the National Institute for Certification in the Engineering Technologies (NICET), * American Concrete Institute (AC1) Grade i Concrete Inspector. * American Concrete Institute (AC,i)Certified Concrete Construction Special Inspector. * Troxler Nuclear Gauge Training Program for Radiation Safety Officers and Field Operators. * NYSDo'l'Certified Asphalt Density Inspector. * J&i,Testing, Inc. Certification Program for Sanitary Landfill Inspectors. * J&1, Testing, Inc. Certification Program for Quality Control and Inspection of Geosynthetic Systems for Use in Solid and Hazardous Waste Disposal Facilities. in addition to particular qualifications, field inspectors are familiar with all phases of construction materials testing and inspection including soils, concrete, reinforcement, masonry, structural steel, fireproofing and roof installation. This generally alleviates the need and expense of employing more than one inspector on a particular project. CONSTRUCTION TECHNOLOGY currently has the capabilities to provide inspection and testing services relating to many construction concerns including but not limited to. subsurface drilling and investigation, soils placement and compaction, foundation design recommendations, portland cement concrete, unit masonry, mortars, grouts, bituminous (+oncrc�te, sztructural steel and fireproo-Fng, a3 well as all "3miatccl labuitamy acrviucs. In general,all forms of materials testing and inspection services, as they relate to the L,.1,...+.r, ....y 1...-1.0......1 +Iaa111aal4 an. Wc:appreciate your interest in vui lulu 411d uur linC of work. We look forward to completing;the construction materials inspection,testing and laboratory requirements for the GRINDER AID BUILDING (g),LEHiGH CEMENT COMPANY. 11'there are any questions, or when we may be of assistance, please cgntact this office immediately. Respectfully, CONSTRUCTION TECHNOLOGY Tom Joslin. S.E.T., (NICET) Manager Technical Services JcA NO Sh6et NO Rom 52840 1 Software AcenwW t0 1-e1119h V811ey Toch.As=.Ina Pon Iob 7410 GRINDING AID BLDG Ref By ERP 0o%v28-Aug-07 ch0 LGC-GLENS FALLS,NY File 11-06-07 GRINDING AID '— WNCV•2007 12!53 69 i•� ro 1 5 2 44 7 it T4 1 Bi 61 93 13 1 65 20 60 107 123 09 3c 22 6 106 37 47 7 8 M�ni�rZ N vM,y�� PM Tlme/Dptw 14/11/2007 14�49 STAAD.Pro for Windows Release 2006 Print Run 1 of 1 TZ/VO 3E)Vd ONI ViA1 88T8Z9ZOT9 871:9T LOOZ/tiT/TT V K Wednesday, November 14, 2007, 02:48 PM STAAD SPACE -- PAGE NO, 11 STAAD/Pro CODE CHECKXWG - (AISC 9TH EDITION) f*:xR*wwwwi�itws,t,rwwwww ALL UNITS ARE - KIP FEET (UWZSS OTHERWISL NOTED) MEMBER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ FX MY HZ LOCATION 1 ST W10X33 (AISC SECTIONS) PASS AISC- 111-3 0.371 24 11.77 C 2.27 -22.04 6-75 --------------w--------------- -----------------------------------'----- I MEM= I, UNIT KIP-INCH, L- 81.0 AX= 9.71 SG'- 34.9 SY= 9.21 1 KLIR-y- 78.8 CB= 1.00 YLD= 50.00 ALLOWABLE STRESSES: FC2- 33.00 1 1 FTZ= 33-00 FCY- 37.50 FTY= 37.50 FC= 19.25 FT= 30-00 L-V- 20.00 1 ------••---------------------------------------------------------------- 2 ST W10X33 (AISC SECTIONS) LASS AISC- H1-3 0.357 23 10-84 C -0.11 24.01 12.75 --------------------------,..------------------------------------------- 1 MEM- 2, UNIT KIP-INCH, L- 153.0 AX= 9.71 SZ- 34.9 SY= 9.21 1 XL/R-Y= 78.8 CB= 1.00 YLD= 50.00 ALLOW"L43 STRESSES: FCZ= 27-91 1 1 FTZ= 30.00 FCY 37.50 FTY= 37-50 PC- I9.25 FT= 30.00 FV- 20.00 1 3 ST W10X33 (AISC SECTIONS) PASS AISC- t11-3 0.241 23 25.97 C -0.06 6.78 11.46 ---------------•----------------------....----------------------------------- I HEM= 3, U14T KIP-INCH, L= 165.0 AX= 9.71 SZ= 34.9 SY= 9-2( I KLIR-Y= 85.0 CB= 1.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ= 25.68 1 1 FTZ= 30.00 FCY= 37-50 FTY= 37.50 FC- 16.00 FT= 30.00 FV- 20.00 1 ------------------------------------------------------'I---------------- 4 ST W10X33 (AISC SECTIONS) PASS AISC- tit-3 0.207 32 20.47 C -0.18 -6.32 9.17 ---------------•---- I MEM- 4, UNIT KIP-INCH, L= 165.0 AX- 9.71 SZ- 34.9 SY= 9.21 1 KXIR-Y= 85.0 CB- 1.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ- 25.88 1 1 I•'TZ= 30.00 FCY- 37.50 FTY 37.50 FC= 18.00 FT= 30.00 FV- 20.00 1 6 ST W16X26 (AISC SECTIONS) PASS AISC- H1-3 0.352 20 0.50 C 0.01 -32.63 5.63 --------------•--------------------- I MEM= 6, UNIT KIP-INCH, L= 67.5 AXE 7.68 S2- 38.4 SY= 3.51 1 KLIR-Y- 60.4 CB- 1.00 YLD= 50.00 ALLOWABLE STRESSES: FC2-- 29.31 1 1 FTZ- 30.00 FCY- 37.50 FTY- 37.50 FC= 20.40 FT= 30.00 FV- 16.23 1 G:\Projects\52800's1528401CalcvlarionsISTAAD\2007.11-06 GRINDING AID BLDG WITH MODS PER RFI\11-06-07 ORINDINC AID BLDG. TZ/50 39VcJ ONI ViA_l 88T8Z9ZOT9 £Z:9T L00Z/bT/TT Wednasdaiy, November 14, 2007, 02:46 PM STAAD SPACE -- PAGE NO. 12 ALL UNITS ARE - )SIP FEET (UNLESS OTHERWISE NOTED) DEMO R TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ rx mr xz LOCATION 1 MEM 8, UNIT KIP-INCH, L- 67.5 AK= 7,68 SZ= 3B-4 SY= 3-51 1 KLIR-Y= 60.4 CR- 1,00 YLD- 50.00 ALLOWABLE STRESSES: FCZ= 29-31 1 1 FTZ- 30.00 FCY- 37.50 FTY- 37.50 FC= 20.40 FT= 30,00 FV= 18.23 1 ----------------------------------------------------------------------- 15 ST W12X26 (RISC SECTIONS) PASS AISC- H1-3 0.246 39 2.91 C. 0.00 -15.07 6.00 ------------------------------------------- •--------------------------- I MEM= 15, UNIT KIP-INCH, L- 72.0 AX= 7.65 SZ= 33.4 SY- 5.31 1 KL/R-Y- 179.5 CB= 1.00 YLD= 50.00 ALLOWABLE STRESSES: FCZ- 33.UG I { FTZ= 33.00 FCY= 37.50 FTY= 37.50 FC- 4.63 FT--- 30.00 FV- 20.00 1 ------------------------------------------------------------------------ 16 ST W14X30 (AISC SECTIONS) PASS AISC- H1-3 0,286 20 0.17 C o.o0 -32.85 11,23 -------------------------------------------------------------------�--- 1 MEM= 16, UNIT KIP-INCH, L-- 269.5 AX= 8-85 SG- 42.1 SY= 5,81 I KL/R-Y- 161.1 CB= I.00 YLD= 50.00 ALLOWABLE STRESSES: F02- 32.00 1 1 FTZ= 33.00 FCY= j7.50 F1'Y- 37.60 FC- 4.55 FT= 30.00 FV- 20.00 1 ----------------- ----------------- ------------------------------------- 17 ST W14X30 (AISC SECTIONS) PASS AISC- tit-3 0.354 20 0.37 C 0.00 -39.90 11.23 I MEM- 17, UNIT KSP-INCH, L= 269.5 AX= 8.55 SZ- 42.1 SY= 5.81 KLIR-Y= 181.1 CB- 1.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ- 33.00 1 I FTZ= 33.00 FCY- 37.50 FTY 37.50 FC= 4.55 FT= 30.00 FV- 20.00 1 25 ST W14X30 (AISC SECTIONS) PASS AISC- hi2-1 0.597 20 0.05 T 0.01 -80.56 11.23 --------------------------------------------------------------- I MEN- 25, UNIT KIP-INCH, L= 269.5 AX= 6.85 SZ-• 42.1 SY- 5.81 1 KL/R-Y- 181.1 CB- 1.00 YLD- 50.00 ALLOWABLE STRESSES: PCL- 33.00 1 1 FTZ- 33.00 FCY= 37,50 FTY= 37.50 FC= 4.55 l•'T= 30.00 FV- 20.00 1 C:trrojects152800's152840\Calculations\SrAAo1200?-11-06 GRINDING AID BLDG WITH MODS PZR RF1111-06-07 GRINDING AID BLDG, TZ/90 39VJ ONI ViA_l 88T8Z9ZOT9 CZ:9T L00Z/bT/TT Wednesday, Noveube z- 14, 2007, 02:46 PM STAAD SPACE -- PAGE NO. 13 ALL UNITS ARE KIP FEET (UNLESS OTHERWISE NOTED) 14ENffiER TA= RESMT/ CRITICAL CCND/ RATIO/ LING/ FX MY MZ LOCATION t- -sr•--^------�.�-- -ter - -- 27 ST W14X30 (AISC SECTIONS) PASS AISC- H1-3 0.700 20 0.15 C 0.01 -80.52 11.23 ----------------------------------------------- ------------------------ I MEM= 27, UNIT KIP-INCH, L= 269.5 AX= 8.85 SL- 42.1 SY- 5.61 I KL/R-Y= 181.1 CN- 1.00 YLD 50.00 ALLOWABLE STRESSES! FCZ- 33.00 1 I FTL- 33.00 FCY- 37.50 FTY- 37.50 FC= 9.55 FT= 30.00 FV= 20.00 1 ---------------------------------------------------------------------- 29 ST W14X30 (AISC SECTIONS) PASS AISC- HI-3 0.700 20 0.12 C 0.01 -80.54 11.23 --------------------------------------------------- ----------------_.- 1 MEM= 29, UNIT KIP-INCH, L= 269.5 AX- 8.85 SZ� 42.1 SY= 5.8( 1 KLIR-Y= 181.1 CB= 1.00 YLD- 50.00 ALLOWABLE S1'Rv5;SES: FCZ= 33.00 1 1 FTZ= 33.00 FCY= 37.50 FTY- 37.50 FC= 4.55 FT- 30.00 FV= 20.00 1 ---------------------------------------- -------------------------------- 31 ST W14X30 (AISC SECTIONS) PASS AISC- H2-1 0.698 20 0.08 T 0.01 -80.68 11.23 ---------------------------- I MEM- 31, UNIT KIP-INCH, L= 269.5 A3;- 8.85 SZ= 42.1 SY= 5.81 ( XUR-Y= 181.1 CB- 1.00 YLD- 50.00 ALLOWABLE S2'RESSES: FCZ= 33.00 1 J F1'Z= 33.00 MY- 37.50 FTY- 37.50 FC= 4.55 FT- 30.00 FV= 20.00 1 33 ST W14X30 (AISC SECTIONS) PASS AISC- H2-1 0.700 20 0.58 T 0.01 -80.70 11.23 J MEM 33,,UNIT Kip-INCtl, L- 269.5 Ax- 8.85 SZ= 42.1 SY= 5.81 1 KLIR-Y= I81.1 CB= 1.00 YLD= 50.00 ALLOWABLE STR.&SSE5: FCZ= 33.00 1 1 FTZ= 33.00 FCY= 37.50 FTY= 37.50 PC- 4.55 FTC 30.00 FV= 20.00 1 35 ST W14X30 (AISC SECTIONS) PASS AISC- HI-1 0.920 20 12.64 C 0.01 -80.70 11.23 C:\Projects\52800's152840\Calculavions\S!'AAD\2007-11-06 GRINDING AID BLDG WITH MOOS PER RFI\11-06-07 GRINDINC AID BLD(3. TZ/LO 3E)Vd ONI ViA_l 88Z87,9ZOT9 CZ:9Z L00Z/tit/TT Wednesday, November 14, 2007, 02:48 PM S1'AAD SPACE - -- PAGE NO. 14 ALL UNITS ARE - KIP FEET (UNLESS OTSExWISE NOTED) MEMHER TABLE RESULT/ CRITICAL COND/ AATIO/ LOADING/ EX MY MZ LCATION ------------------------------------------------------------------------ I MEM- 35, UNIT KIP-INCH, L- 269.5 AX= 6.85 SZ= 42.1 SY= 5.81 1 KL/R-Y= I81.1 CR- 1.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ= 33.00 1 1 F-a- 33.00 FCY- 37.50 F1'Y- 37.50 PC- 4.55 FT- 20.00 FV= 20.00 I 36 ST W16X26 (RISC SECTIONS) PASS AISC- H2-1 0.348 20 0.60 T 0.00 -32.63 0.00 I MEM= 36, UNIT KIP-INCH, L- 67.5 AX= 7,68 SZ= 38.4 Sr- 3.51 1 KL/R-Y- 60.4 CB= 1.00 YLD= 50.00 ALLOWABLE STRESSES: FCZ= 29.31 1 1 FTZ- 30.00 FCY= 37.50 FTY= 37.50 t'C- 20.40 FT= 30.00 FV= 18.23 1 ---------------------------------- ---------------------------------------- 37 ST W16X26 (AISC SECTIONS) PASS AISC- H2-1 0.348 20 0.39 T 0.00 -32.66 0.00 ------------------------------------------------------------------------ I MEN- 37, UNIT KIP-INCH, L= 67.5 AX=- 7.68 SZ= 38.4 SY- 3.51 1 HL/R-YQ 60.4 CB- 1.00 YLD= 50.00 ALLOWABLE STRESSES: E'CZ- 29.31 1 1 FTZ- 30.00 FCY= 37.50 FTY= 3%_50 PC-- 20.40 FT= 30.00 cv- 18.23 1 ---------------- - ----------------------------------------------------- 38 ST W14X30 (AISC SECTIONS) PASS AISC- H2-1 0.558 20 0.04 T 0.00 -64.51 11.23 I MEM- 38, UNIT KIP-INCH, L- 269.5 AX= 8.85 $G- 42.1 SY- 5.81 1 KLIR-Y= 181.1 CB= 1.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ- 33.00 1 1 FTZ= 33.00 FCY= 37.50 F1'Y= 37.5U FC- 4.55 FT-- 30.00 FV= 20.00 1 --------------------------------------------------------------------- ---- 43 ST L30254 (AISC SECTIONS) PASS TENSION 0.083 31 2.34 T O.00 0.00 23.93 I MEN= 43, UNIT KIP-INCH, L= 287.1 AX= 1.31 SZ- 0.3 Sy- 0.71 1 RLIR- = 273.0 Co- 0.00 YLD 36.00 ALLOWABLE STRESSES: t'CZ= 0.00 I I "XZ= 0.00 FCY- 0.00 FTY- 0.00 FC- 2.00 FT= 21.60 FV= 0.00 1 ----------------------------------------------- --------------------- G:\Projacts152800'3\5Z84o1ca1ctJldCions\STAADI.}007-II-06 GRINDING AID BLDG WITH MODS PER RFI\11,06-07 GRINDING AID BLDG. 17,/80 39Vd DNI ViA_l 88T8Z9Z0T9 87,-9T L00Z/tbT/TT Wednesday, Novembor 14, 2007, 02:48 pNl STAAP SPACE -- PACE NO. 15 ALL UNITS ARE - KIP FEET (UNLESS OTHERWISE NOTED) MEb=R TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ YX MY ME LOCATION 44 ST L30254 (AISC SECTIONS) PASS TENSION 0.083 32 2.36 T 0.00 0.00 23.93 ---------------------------------------------------------------------- I HEM- 44, UNIT KIP-INCH, 1- 267.1 AX= 1.31 SZ= 0.3 SY= 0, 71 I KL/R- = 273.0 CB= 0.00 YLD= 36.00 ALLOWABLE STRESSES: FCZ- 0.00 1 I FTZ= 0.00 FCY= 0.00 FTY= 0.00 FC- 2.00 FT-. 21.60 FV= 0.00 1 45 ST W12X26 (RISC SECTIONS) PASS AISC- H1-3 0.698 23 0.84 C 0.00 23.99 16.46 -------- ------------- -I----- I MEM- 45, UNIT KIP-INCK, L= 197.5 AX- 7.65 SZ= 33-4 SY- 5.31 I KLIR-Y= 179.5 OB- 1.00 YLD= 50.00 ALLOWABLE STRESSES: FCZ= 22.79 1 1 FTZ= 30.00 aCYw 37.50 FTY- 37,50 FC= 4.63 F7'- 30.00 FV= 20.00 1 46 ST W10X33 (RISC SECTIONS) PASS AISC- H1-3 0.335 24 5.09 C 2.27 -22.04 0.00 ---------- ----------------------------------------------------------- I MEM= 46, UNIT KIP-INCH, L- 72.0 AX= 9. 71 SG- 34.9 SY- 9.21 I KL/R-Ya 78.8 CB" 1.00 YLD= 50.00 ALLOWABLE STRESSES: PCZ- 33.00 1 1 F'!'Z- 33.00 FCY- 37,50 FTY= 37.50 F'C- 19.25 FT-- 30.00 F'v= 20.00 1 47 LD L30204 (AISC SECTIONS) PASS AISC- ml-1 0-395 24 9.40 C 0.00 -0.05 4.24 --•------------------------- I Mehl= 47, UNIT KIP-INCH, L- 201.8 AX= 2.38 SL- 1.2 SY- 0.91 I KL/R-Y= 119.0 CB= 1-00 YLD- 36.00 ALLOWABLE STRESSES: t'C2= 21.60 I I FTZ- 21.60 FCY= 21.60 FTY= 21.60 t'C-- 10.43 FT-- 21.60 FV= 14.40 1 60 ST W18X40 (AISC SECTIONS) PASS AISC- H1-3 0.045 24 2.64 C 0.19 -4.86 4.03 G:1Prejects\52800•s152840�CalculationSISTAAD\2007 11-06 GRINDING AID BLDG WITH MODS PER RFI\11-06-07 GRINDING AID ET40G. ZZ/60 39Vd ONI diA_l 88T87,9Z0Z9 6Z:9Z L00Z/bZ/TT Wednesday, November 14, 2007, 02:48 PM STAAD SPACE -- PAGE NO_ I6 ALL UNITS ARE - KIP FEET (UNLESS OTXZRWISE 140TSD) IM MBER TA= RESULT/ CRITICAL COND/ RATIO/ LOADISO/ EX MY MZ LOCATION ----------------------------- ----------.------------------------------ I MEM= 60, UNIT KIP-INCH, L- 48.4 AX- 11.80 SZ- 68.4 SY- 6.41 I KLIR-Y- 38.0 CB_ 1.00 YLD= 50.00 ALLOWABLE STRESSES: thCZ= 33.00 1 1 FT?,- 33.00 E'CY= 3%.50 F'TY= 37.50 FC= 23.68 FT= 30.00 Fv= 20.00 I 61 ST WIBX40 (AISC SECTIONS) PASS AISC- H1-3 0.03923 3.37 C -U.18 -3,42 4.03 -------------------------------- I MEN- 61, UNIT KIP-INCH, L- 48.4 AX- 11,80 SZ- 68.4 SY- 6.41 1 KLIR-Y= 36.0 CB= 1.00 YLD= 50-00 ALLOWABLE STRESSES: FCL 33.00 1 1 FTZ= 33.00 FCY= 37-50 FTY= 37-50 FC= 23.69 NT'= 30.00 FV- 20.00 1 69 ST W18X40 (AISC SECTIONS) PASS AISC- HI-3 U-467 20 0-02 C -0.36 -84-45 0.00 I MEM= 69, UNIT KIP-INCH, L- 48-5 AX- 11.80 SZ- 68.4 SY= 6.41 1 KLIR-Y= 38.1 CB= 1.00 YLD= 50-00 ALLOWABLE STRESSES: FCZ- 33.00 1 1 FTZ= 33.00 FCY= 37,50 FTY= 37.50 FC= 23.68 Fr- 30.00 FV 20.00 1 70 ST W18X40 (AISC SECTIONS) PASS AISC- H2-1 0.634 20 1.10 T 0.24 -116.42 0.00 I MEM- 70, UNIT KIP-INCH, L- 60.3 AX- 11.80 SZ- 68.4 SY- 6.41 1 KL/R-Y= 47.5 CB= 1.00 YLD= 50-00 ALLOWABLE STRESSES: E'CZ- 33.00 1 1 F1 La 33.00 E'CY= 37.50 E'1'Y= 3?.50 FC= 22.68 F'T- 30.00 E'V- 20.00 1 71 ST W18X40 (AISC SECTIONS) PASS AISC- H1-3 0.635 2C 1.04 C 0.25 -116,42 5.04 ----- •------- I MF,M= 71, UNIT KIP-INCH, L- 60.6 AX- 11.8f1 SZ- 68.4 SY- 6-4I 1 KL/R-Y- 47.5 CB- 1.00 YL(7= 50.00 ALLOWABLE STRESSES: FCZ= 33.00 I I FT-9- 33.00 FCY- 37.50 t'TY= 37.50 FC= 22.68 FT= 30.00 FV= 20.00 I GiIProjccts152800'S\528401CalculationslSTAAD12007-11-06 GRINDING AID BLDC WI2-H MODS PER RPS\11-06-07 GRINDING AID BLDG. UVOT 39dd ONI VIAL 88T8Z9Z0T9 EZ:9T L00Z/bT/TT Wednesday, NovQzber 14, 2007, 02:43 PM STAAD SPACE -- PAGE NU. 1 ALL UNITS ARE - KIP FEET (UNLESS OTBLxw2SE NOTED) AMBER TABLE RESULT/ CRITICAL COAD/ RATIO/ LOADING/ EEC my biz LOCATION 72 ST WlBX40 (AISC SECTIONS) PASS AISC- H1--3 0.413 20 2.87 C -0.08 -74.80 5.04 -----------'-------------------------------------------- --------------- I MEM= 72, UNIT KIP-INCH, L= 60.5 AX- 11.90 SZ= 68.4 SY= 6.41 1 KL/R-Y- 47.5 CB- 1.00 YLD= 50.00 ALLOWABLE STRESSES: FCZ- 33.00 1 I M= 33-00 FCY= 37.50 FTY- 37.50 FC= 22.68 FT= 30.00 Fv 20,00 1 ------------------------ ------------------ ------------------------------ 73 ST W18X40 (AISC SECTICNS) PASS AISC- H2-1 0.736 20 3.62 T -0.24 134.24 2.52 I MEN- 7.3, UNIT KIP-INCH, L- 30.2 AX= 11.80 SZ= 68.4 sr- 6.41 1 K41A-Ye 23.8 CB= 1-00 YLD- 50.00 ALLOWABLE STRESSES: FCZ= 33.00 1 1 FTZ= 33.00 FCY- 37.50 FTY= 37.50 FC= 24.96 r'T= 30.00 Fv= 20-00 1 --------------------------------..---------------------------- --------- 74 ST WlBX40 (AISC SECTIONS) PASS AISC- H2-1 0.349 20 1.76 T 0.12 63.56 5.04 -------------------------------------------------------------------••---- I MEM= 74, UNIT KIP-INCH, L= 60.5 AX- 11.80 SZ= 68.4 SY- 6.41 1 KLIA-Y- 47.3 CB= 1.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ= 33.00 1 1 ETZ- 33.00 FCY= 37.50 F'TY- 37.50 FC= 22.68 flY 30.00 FV= 20.00 1 --------------------------------------------------------------- ------ 75 S'V W1BX40 (AISC SECTIONS) PASS AISC- H1-3 0.472 20 0.02 C 0.36 -65.37 0.00 I MEM= 75, UNIT KIP-INCH, L= 48-5 Ax- 11.80 SZ= 68-4 SY- 6.41 1 KL/R-Y= 38.1 CA- 1.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ= 33.00 1 1 FTZ= 33.00 FCY= 37.50 FTY- 37.50 FC= 23.68 FT- 30.00 Fv= 20-DO I 77 ST W1.6X40 (AISC SECTIONS) PASS AISC- H2-1 0.645 20 1.11 T -0.24 -118.47 0.00 0:\Project&\52800's\52640\Calculations%$TAAD\2007-11-06 GRINDING AID BLDG WITH MODS PER RFI\11-06-07 GRINDING AID BLDC. TZ/TT 3Jdd ONI ViA_1 8GTKKOT9 CZ:9T LaOZ/bT/TT Wednesday, November 14, 2007, 02:48 PM STAAD SPAC4 PAGF NO. 18 A" UNITS ARE - KIP FEET (UNLESS OTSBRWXSE NOTED) h2148KR VABLE RESULT/ CRITICAL COMD/ RATIO/ LOADING/ FX MY NZ LOCATION -ram_-- ----------------------------------------------------------------------- I MEM- 77, UNIT KIP-INCH, L= 60.5 AX= 11.90 Sz- 68.4 $Y- 6.41 1 KLIR-Y= 47,5 CB= 1,00 YLD= 50.00 ALLOWABLE" STRESSES: FCZ= 33,00 1 1 FTZ= 33.00 FCY= 37,50 FTY= 37.50 FC= 22.68 FT= 30.00 FV= 20.00 1 -----..I----------- I--------------------------------------------- ------- 79 ST W18X40 (AISC SECTIONS) PASS AISC- H1-3 0,646 20 1.04 C -0,25 -118.47 5.04 ----------- ------------------------------------- ------------ -------- I MEM= 79, UNIT KIP-INCH, L= 60,5 AX- 11.80 SG- 68.4 SY- 6.41 1 KL/R-Y- 47.5 CB- 1.00 YLD= 50.00 ALLOWABLE STRESSES: FCZ= 33-00 1 1 FTL- 33.00 FCY- 37.50 FTY- 37.50 PC- 22.68 FT- 30.00 FV= 20.00 1 --------------------------------------------------- -------------------- 81 ST WlBX40 (AISC SECTIONS) PASS AISC- H1-3 0.430 20 2.88 C 0.09 -77,99 5,04 I MEN= 61, UNIT KIP-INCH, L= 60.5 AX= I2.80 SZ- 68.4 SY- 6.41 1 KL/R-Y- 47.5 CB- 2.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ= 33.00 1 FTZ- 33.00 FCY- 37.50 FTY-- 37.50 FC- 22.68 FT-- 30.00 FV= 20,00 i ------------------------- ------------------------------------------------ 83 ST W1BXd0 (AISC SECTIONS) PASS AISC- K2-1 0,714 20 3.56 IV 0131 129.37 2.52 I MB:M_ 83, UNIT KIP-INCH, L- 30.2 Ax- 11.80 SZ= 68.4 SY- 6.41 1 KLIR-Y= 23.8 CB= 1.00 YLD= 50.00 ALLOWABLE STRESSES: PCZ- 33,00 1 i FTZ= 32,00 FCY= 37.50 FTY= 37,50 FC= 24.96 FT-- 30.00 FV= 20.00 1 85 ST W16X40 (AISC SECTIONS) PASS AISC- H2-1 0.330 20 1.72 T -U.1d 59,75 5,04 I MEM- 85, UNI'C XIP-INCH, L= 6U.5 A)X- 11.80 S2- 68,4 SY- 6.41 1 KLIR-Y= 47.5 CB= 1.00 YLD= 50.00 ALLOWABLE STRESSES: FCZ= 33,00 1 1 FTZ= 33.00 FCY= 37.50 FTY= 37.50 FC= 22.68 FT= 30,00 FV= 20,00 1 ----------------------------- --------------------- ----------- ----------- G:\Projests\52800's\526401Calculations�STAAD\2007-11-06 GRINDING AID BLDG WITH MODS PER RFI\21-06-07 GRINDING AID BIDG. TZ/ZT 39dd ONI ViA1 88T8Z9Z0T9 £Z:9T L00Z/VT/TT Wednesday, November 14, 2007, 02:48 PM STAAD SPACE -- GAGE NO. 19 ALL UMXTS ARE - KIP FEET (UNLESS OTRIRWISE NOTED) MEMBER TABLE RESULT/ CRITICAL COM/ UTIO/ LOADING/ FX b1Y MZ LOCATION =Qr- 93 ST W18X40 (AISC SECTIONS) PASS AISC HI-3 0.720 20 4.75 C 0.21 129.77 0.00 i MEN- 93, UNIT KIP-INCH, L- 30.2 AX- 11.80 SZ- 68.4 SY- 6.41 I KL/R-Z= 36.7 CB= 1,00 YLD= 50.00 ALLOWABLE STRESSES: F'CZ= 33.00 1 1 FTZ= 33.00 FCY= 37.50 FTY= 37.50 FC= 23.82 FT= 30.00 FV= 20-00 1 94 ST WISX40 (AISC SUCTIONS) PASS AISC- H1-3 0-743 20 4.74 C -0.20 134.66 0.00 --------------------- -------------•- ----------------------------,----- I MEM= 94, UNIT KIy-INCH, L= 30.2 AX= 11.80 SZ- 68.4 SY= 6.41 Kb/R-Z= 36.7 CB- 1.00 YLD ,50.00 ALLOWABLE STRESSES: FCZ- 33.00 1 FT'Z= 33.00 F'CY= 37.50 FTY- 37.50 FC= 23.82 FT= 30.00 FV- 20.00 1 ---------------------------------------------------- --------------_- 97 ST W10X33 (AISC SECTIONS) PASS AISC- 141-'1 0.467 25 57.24 C 0.01 10.0e 10.31 ----------------- -- MEM- 97, UNIT KTP-INCH, L= 265.0 Ax- 9. 71 SZ= 34.9 SY= 9-21 1 KL/R-Y= 85.0 CB- 1.00 YLD= 50.00 ALLOWABLE STRESSES: FCZ= 25.88 I 1 FTZ= 30.00 FCY- 37.50 FTY= 37.50 FC= 18-00 t-r- 30.00 FV� 20.00 1 99 ST w10X33 (AISC SECTIONS) PASS AISC- KI-1 0-454 28 54.07 C 0.35 -9-61 10.31 I MEM= 99, UNIT KIP-INCH, L= 166.0 AX- 9.71 SZ- 34.9 SY= 9.21 1 KL/R-Y= 65.0 CB= 1.00 YLD= 50-00 ALLOWABLE STRESSES: FCZ- 25.88 1 1 FT-7- 30.00 FCY= 37.50 FTY= 37.50 FC= 19.00 FT- 30.00 FV- 20.00 1 100 S'!' L30254 (AISC SECTIONS) PASS TENSION 0.170 33 4.82 'P 0.00 0.00 17.92 G:1Pro)acts\52800's1528401CalCU14tionSISTAAD�2007-11-06 GRINDING AID BLOG WITH MODS PER RF1111-06-07 GRINDING AID BLDG- ZZ/8Z 39Vd ONI VIA-1 88Z839ZOT9 8Z:9Z 100Z/bZ/ZZ Wednesday, November 14, 2007, 02.48 PM STAAD SPACE -- PAGE NO. 20 ALL UNITS ARE - FT1, FEET (MLESS OTHRRWISE NOTED) ER TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ Fx my NZ LOCATION I MEM- 100, UNIT KIP-INCH, L= 215.1 AX= 1.31 S2- 0.3 SY- 0.71 1 KLIR- = 193.6 CB- 0.00 YLD-- 36.00 ALLOWABLE STRESSES: YCZ= 0.00 1 I FTZ= 0.00 FCY- 0.00 FTY- 0.00 FC- 3.98 F'T= 22.60 FV= 0.00 1 101 ST L30254 (RISC SECTIONS) PASS '1ENSION 0.315 d0 8.92 T 0.00 0.00 27.92 I MEM= 101, UNIT K1P-INCH, L- 215.1 AX- 1.31 SZ= 0.3 SY- 0.71 1 KL/R- - 193.6 CB- 0.00 YLD- 36.00 ALLOWABLE STRESSES: FCL- 0.00 1 I FT2- 0.00 FCY_ 0.0U FT'Y= 0.00 t'C= 3.98 t"l9 21.60 iv- 0.00 1 102 ST 1,30254 (AISC SECTIONS) PASS TENSION 0.350 31 9.94 T 0.00 0.00 17.92 I MEM= 102, UNIT K2-P-INCH, L- 215.1 AX= 1.31 SZ= 0.3 SY= 0.71 I KL/A- = 193.6 CB= 0.00 YLD= 36.00 ALLOWABLE STRESSES: FCZ- 0.00 1 I k'TZ= 0.00 FCY= 0.00 FTY= 0.00 FC= 3.98 "L'= 21.60 sv- 0.00 1 103 ST L30254 (AISC SECTIONS) PASS TENSION 0.140 43 3.96 T 0.00 0.00 17.92 --------------------------------------------------------- ---------------- 1 MEM= 103, UNIT KIP-INCH, L- 215.1 AXE 2.31 SZ- 0.3 SY= 0.71 KL/R- - 193.6 CB- 0.00 Y14D- 36.00 ALLOWABLE SMESSES: FC'2- 0.00 1 1 FTZ- 0.00 FCY- 0.00 FTY- 0.00 FC- 3.98 b'T- 22.60 F'V- 0.00 1 105 ST W12X26 (AISC SECTIONS) PASS AISC- H1-3 0.045 40 5.21 C ().00 -•0.24 6.11 I MEN- 105, UNIT KIP-INCH, L= 136.0 AX= 7.65 SZ= 33.4 SY= 5.21 1 KLIR-Y= 91.7 CB= 1.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ- 22.74 1 1 FTZ= 30.00 FCY= 37.50 FTY- 37.60 FC- 16.44 F1'- 30.00 Fv- 20.00 1 G:1Projects\32800's1.528401Ca1culbtionslSTAAD�2007-11-06 GRINDING AID BZDC WITH MODS PER RF'1111-06-07 GRINDING AID BLDG, TZ/bT 39Vd ONI ViA_l 88T8Z9Z0T9 EZ:9T L00ZOT/11 Wednesday, November 14, 2007, 02:4E PM STAAD SPACE - PACE NO. 21 ALL UNITS ARE - XXF BEET jV NLESS OTHERWISE NOTED) NEWER TABLE RESULT/ CRITICAL COND/ PMIO/ LOADING/ FX MY MZ LOCATION 107 ST W12X26 (AISC SECTIONS) PASS AISC- hl-3 0.051 31 5.61 C 0.00 -0.40 5.75 I MEM- 107, UNIT KIP-INCH, L= 1-18.0 AX- 7.65 SZ- 33.4 SY- 5.31 1 KL/R-Y= 91.7 CB= 1.00 YLD= 30-00 ALLOWABLE $PRESSES: FC2- 22.74 1 I FTZ= 30.00 FCY= 37.50 FTY= 37,50 FC= I6.44 tl- 30.00 FV- 20.00 1 108 ST L30254 (AISC SECTIONS) PASS TENSION 0.202 39 5.72 T 0.00 0.00 15.05 ----------------- ------ 1 MEMO 108, UNIT KIP-INCH, L= 180.6 AX= 1.31 SZ- 0.3 SY= 0,71 1 K11R- = I93.6 CB- 0.00 YID- 36.00 ALLOWABLE STRESSES; FCZ- 0.00 1 I FTZ= 0.00 eCY= 0.00 FTY- 0.00 FC= 3-96 FT= 21.60 FV- 0.00 1 109 ST L30254 (AISC SECTIONS) PASS TENSION 0.227 40 6,44 T 0.00 0.00 14-15 ------------------- -------- i MEM- 109, UNIT KIP-INCH, L= 169.8 AX- 1.31 SZ= 0.3 SY= 0-71 1 KL/k- = 193.6 CB- 0.00 YLD= 36.00 ALLOWABLE STAESSES: FCZ= 0.00 1 1 tL'Z= 0.00 FCY-• 0.00 FTY- 0.00 FC= 3.98 FT- 21.60 FV= 0-00 1 --------- --------------------------------I----------------------------- 110 ST L30254 (AISC SECTIONS) PASS TENSION 0.1B4 40 5.21 T 0.00 0.00 15-05 ---- ---------------------- - ( MEM 110, UNIT KIP-INCH, L= 180.6 AX- 1.31 SZ- 0.3 SY= 0.71 1 KLIR- - 193.6 CB- 0.00 YLD= 36-00 ALLOWABLE S7'R15SSES: FCZ- 0.00 1 I FTz- 0.00 FCY- 0.00 FTY= 0.00 FC= 3.98 FV- 21.60 FV- 0.00 1 Ill. ST L30254 (AISC SECTIONS) PASS TENSION 0.245 31 6.95 T 0.00 0-00 14-15 G:1PCo ect9152800'6;1528401roiculationstSTAAD12007.11-06 GRINDING AID BLDG WITH MODS PER RF.011-06-07 GRINDING AID BLDC. TZ/ST 39bd ONI d1111 88T8Z9ZOT9 C7,:9T L00Z/bT/TT _ Wednesday, Dlovember 14, 2007, 02:46 FM STAAD SPACE -- PAGE N0. 22 _ ALL UNITS ARE - laP BEET (UNLESS OTHERWISE NOTED) MEMB£R TABLE RESULT/ CRITICAL COND/ RATIO/ LOADING/ F'X MY mz LOCATION MEM= 111, UNl'1' KIP-INCH, L= 169.8 AX= 1.31 SZ- 0.3 SY- 0.71 1 KLIR- = 193.6 CB= 0.00 YLD- 36.00 ALLOWABLE STRESSES: FCZ= 0.00 1 f PTZ= U_00 FCY- 0.00 FPY- 0.00 FC- 3.98 FT-- 21.60 FV= 0.00 1 113 ST W10X33 (AISC SECTIONS) PASS AISC- H1-1 0.334 20 65.48 C 0.40 0.36 1.00 I MEM= 113, UNIT HIP-INCH, L- 12.0 Ak- 9. 71 S2- 34.9 SY= 9.21 1 KL/R-Z- 67.4 CB- 1.00 YLD= 50.00 ALLOWABL4,' STRESSES: FCZ= 33.00 1 I FTZ- 33.00 FCY- 37.50 PTY= 37.50 FC= 21.41 FT= 36.00 FV= 20.00 1 ---------------------------------------- -------------------------------- 114 ST W10X33 (AISC SECTIONS) PASS AISC- KI-1 0.338 20 66.13 C 0.43 -0.37 1.00 I MEM= 114, UNIT KIP-INCH, L- 12.0 Ake 9.72 S2- 34.9 SY- 9.21 1 KL/R-Z- 67.4 CB- 1.00 YLD- 50.00 ALLOWABLE STRESSES: t'CZ- 33.00 1 1 FTZ= 33.00 FCY 97.50 F7'Y- 37.50 h'C= 21.41 F'T-- 30.00 FV= 20.00 1 115 ST W12X26 (AISC SECTIONS) PASS AISC- H1-3 0.356 32 0.39 C 0.00 8.63 0.00 MEM= 115, UNIT KIP-INCH, L- 269.5 AX- 7.65 Sz- 33.4 SY- 5.31 1 KLIR-Y- 179.2 Cb- 1.00 YLD= 50.00 ALLOWABLE: STRESSES: FCZ= 8.99 1 I FTZ- 30.00 PCY- 37.50 FTY= 37.50 FC= 4.65 FT= 30.00 FV= 20.00 1 116 ST TUB180609 (AISC SECTIONS) PASS AISC- HZ-3 0.441 20 15.31 C 0.00 95.35 4.46 I MEM= 116, UNIT KYP-INCH, L- 53.5 Ak- 22.40 Sz- 90.9 SY= 47,01 1 KLIR-Y- 21.3 CB- 1.00 YLD- 46.00 ALLOWABLE STRESSES: FCZ= 30,36 1 FTZ= 30.36 FCY-- 27.60 FTY- 27.60 FC= 25.99 £T= 27-60 Fv= 18.40 1 G:\Projects\52800'8(528401Calculation&lS2'AAD►2007-11-06 CRINDING AID BLDG WITH MODS PER RFI 11-06-07 GRINDING AID BLDG_ TZ/9T 39Vd ONI ` iA_l SSTSZKOT9 SZ:9T L90Z/bT/TT Wednesday, November 14, 2007, 02:48 PM ` STAAD SPACE - _- PACE NO. 23 ALL UNITS ARE - HIP FEET (MILESS OTHERWISE NOTED) mxbmR TA I" RESULT/ CRITICAL COND/ RATIO/ LOADTta/ FX my KZ LOCATION 118 S'1' TUB100608 (AISC SECTIONS) PASS AISC- H1-3 0,307 20 15.33 C 0.00 64.68 0.00 I MEM= 1.19, UNIT KIP-INCH, L- 36.0 AX- 22,40 SZ= 90.9 SY= 47.01 1 KL/R-Y- 14.3 CB- 1.00 YLD= 46.00 ALLOWABLE STRESSES: FCZ= 30.:36 1 1 FTZ- 30.36 FCY- 27.60 k'7'Y= 27.60 FC= 26.61 FT= 27.60 FV= 18.40 1 ---------------------------------------------------- -------- 119 ST TM U608 (AISC SECT ONS) PASS AISC- H1-3 0.456 20 0.00 T 0.00 95.35 0.00 ( MEM= 119, UNIT KIP-1-NCH, L= 180.0 AX= 22.40 SZ= 90.9 SY= 47.01 1 KL/R-Y- 71.1 CB- 1.00 YLD= 46.00 ALLOWABLE STRESSES: FCZ= 27.60 1 I FTZ- 27.60 FCY- 27,60 £TY- 27.60 FC- 19.46 FT= 27.60 FV= 18.40 1 120 ST W10X33 (AISC SECTIONS) PASS AISC- H1-3 0.134 34 7.47 C -0.42 7.65 0.00 1 MEM= 120, UNIT KIP-INCH, L= 99.0 AX= 9.71 $G- 34.9 Sy- 9.21 I KLIR-Y- 51.0 CB- 1.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ- 30.00 1 FTZ- 30.00 FCY= 37.50 FTY= 37.50 FC= 24.I9 FT= 30.00 FV= 20,00 1 122 ST W10X33 (AISC SECTIONS) PASS AISC- H1-3 0.124 23 B.30 C 0.67 5.70 1.38 I MEN= 122, UNIT KIP-INCH, L= 99.0 AX= 9.71 5Z= 34-9 $'Y- 9,21 1 KLIR-Y- 51.0 CB= 1.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ= 30.00 1 1 FTZ= 30.00 FCY= 37.50 FTY= 37.50 FC= 24.19 FT= 30.00 FV= 20-00 1 123 ST W10X33 (AISC SECTIONS) PASS AISC- H1-1 0.368 26 53.79 C 0.16 8.87 0.00 G:1Pr•ojectsl52800's1529401Ca1Cul,ItionSISTAAD12007-11-06 (GRINDING AID BLDG WITH MODS PER Rk'1111-06-07 GRINDING AID BLDG, 1?,/LT 30Vd ONI ViA_l 88T8Z9ZBT9 U',:K L00Z/bT/T1 Wednesday, November 14, 2007, 02:48 FM STAAD SPACE _ -- PAGE NO_ 24 ALL UNITS AM - IXTP FEET (UNLESS OTXZRWISE NOTED) baNSER TABLE RESULT/ cRITic" COND/ RATIO/ LOADING/ rx MY Mz LOCATION ----------------------------------------------------------------- I MEM- I23, UNIT KIP-INCH, L- 104.5 AX-- 9.72 SZ- 34.9 :;Y= 9.21 I KL/R-Z= 67.4 CB= 2.00 YLD- 50.00 ALLOWABLE STRESSES: FCZ= 30.00 1 1 F'TZ- 30.00 FCY= 37.50 FTY- 37.50 F'(;- 21.41 PT- 30.00 FV= 20.00 1 125 ST WlOX33 (Al$C SECTIONS) PASS AISC- H1-1 0.371 28 53.74 C 0.47 -8.24 0.00 I MEM= 125, UNIT KIP-INCH, L- .Z04.5 AX- 9.71 SZ- 34.9 SY- 9.21 1 KL/R-Z- 67.4 CB- 1.00 YLD- 60.00 ALLOWABLE STRESSES: r'CZ= M_00 I I FTZ= 30.00 FCY- 37.50 FTY- 37.50 FC- 21.41 FT= 30.00 FV= 20_00 I 266. STEEL TAKE OFF ALL G:kPzojec:Lsk52800's\528G01CalculationslSTA4D12007--11-06 GRINDING AID BLDG WITH MODS PER RF1111-06-07 CRINDING AID BLDG. T7,/8T 30VJ ONI ViA1 88T8Z9Z0T9 SZ:9T LOOZ/bT/TT LEEWARD DRIFTING SNOW CALCULATOR PROJECT: GRINDING AID BLDG.-LCC-GLENS FALLS,NY ENG. NAME: ERP DATE: 8/13/2007 LVTA JOB NUMBER: 62840 DRIFT LOCATION: HIGH GRIND AID ROOF ONTO LOWER ENTER THE FOLLOWING INFORMATION: GROUND SNOW LOAD,po= 30 psf y0 TTr'"`IT"f FLAT ROOF SNOW LOAD,p}= 30 psf ww equwbn �,,..soD n LENGTH OF ROOF UPWIND OF 40 ft s DRIFT. I„ aoD SNOW DENSITY,y= 0.13pq+14 5 30 pcf � 200 USE 17.9 pcf 0 HEIGHT OF BALANCED SNOW LOAD, hp- pvy 4 + USE 1.68 ft ° a '� 50 DRIFT HEIGHT,hd= (0A3)x(I jell x(pa+ 10)ll- 1,5 ft ;cs USE 2.2 ft 2 It 1,.c26 ft,usal„=26ft DRIFT WIDTH,w= 4 hd It ftdr0.43 paf YD-l.0 USE 8.8 ft D 2D 40 8D so 100 pn.0,ound Snow Load(wtlR MAXIMUM INTENSITY OF DRIFT hay psf �o wmaA��h�evo.ao& SURCHARGE LOAD.Pd= FWURE 7-U USE 39.00 psf UMMM awD SWANOH Wn QtMK#mWN4 DAFT 14B"Y.JW I 4 Sumhw"Land Dw to OrHYng 8waneW$now load fb w MUM 7.8 aot4nGURATIO14 OF SmW DRIFTS ON LOWER ROOFS. TZ/GT 3Dt/d ONI ViA-1 88T8Z9Z0T9 5Z:9T L90Z/VI/TT Lehigh Talley 7'ecWcalAssoclates, Inc. PROJECT NO. 5ZTrq•Q Consulting Engineering & Drafting Services SHEET NO, __L_of 1584'Weaversvllle Road PROJECT L—GG- C�•�rJY - �',pi,,,p y,� Northampton,Pa. 18067-9039 CALCULATED BY: n2„P DATE: Phone 610-262-6345 Fax 610-262-8188 infogNta.net CHECKED BY: DAYS; Apo - �+ro i ,c�EA+1e�.Y �`': i eK��. �3t �C,. Rj,,jyC.►c�+�.? � ,Ho�� F'n' d��. c'�est, Jec�- �ileSln,E rZcar- eE , ' :. �- .�•�►JSc'YLy.R?21,Y . �SJr1G 1°poiT!Itfi�- IOU P�'� ;.�4rL 9A?Oh•i P�tIF-S'a�J TZ/OZ 39VJ ONI dill-1 88T8Z9Z0T9 8Z:9T L00Z/tT/TT 2)ASCE 7-02,SECTION 6.5 ANALYTICAL PROCEDURE METHOD 2 6-5.12 Design Wind Loads on Enclosed and Partially Enclosed @uRdings-(all Heights) MWFRS Velocity pressure%a .00256 K,Ka Ka V71„, Eq.6-15 Exposure C Root Height h= 27 feat Exposure coetficient K. Saction 6.5.8.6.is obtained from Table 6-3.Case 2 for MWFRS Topwraphy factor Ka= 1.12 Section B.5.7.2,Figure 6-2 Directionallty factor Ka= 0,65 Table 64 Wind Speed V. 90 mph Importance tenor Iw a 1.00 Table 1604.6 4 a 19.70 K, psf Internal Pressure Coefficient(GC,,)= t 0.10 Figure 9-5 for �aulanp • Gust effect factor G n 0,85 Section 6.6.8.1 Pressures for MINFRS p-gGCo-qL(GC,j) Eq.6-17 Wall and Roof External Pressure Coofticlents C.from figure 64 or 6-8 Wind Normal to ridge(-L to 48)LIB a 0.52 R/L-27124- 1.13 89 1.2 Yllindward wall C,= 0111 Windward FWf C,= Leeward well CP m -0.50 for US= 0,62 Leeward roof C,= Side wall C._ -0.7 or Roof C,= -t.30 .0.70 Wind Parana)to ridge(-L to 24)UB a 1,02 Windward wall C,= 0,8 tdL a 27146- 0.59 Leeward wan Co= -0.32 for LIB= 1,92 Roof C, 1.0 -0.9 Side wall C,a -0.7 fQrdist 134 27.o 15. I 15 3.41 20.91 [;il All races shown in Psr 16. O W 15 R = 24 c 46 p= gGcro-qi(GC,a Eq.6-15 For Exp C where q=q,for windward 7v-90o = 0.5 q=qL,for leeward Wall,side wall and roof @27 it K,=2.01(71V' qt a Qe for encles&d WIdinq Q27 ft K,(min)=2.01(15h„)74" Roof Ht ha 27 f! Nonnal to Ride to 46 N-O97 ridgeto 24 Height K. qh C, gnGc gi,GC Lcoward wall all o.961 1a.92 -0.50 -8.04 -5.16 Slda wall all 0.961 18-92 -0.7 -11.26 -11.26 Roof ww Or •1,30 -20.9 ft0-ia.5 -15.59 fro,13.eLw -0.70 -115 fr�13.5 -15.03 1ra13.5 rr 27.0- tL Wlrrd normal to 01fto Wind Paralltil Io ridge 2,M.(ft) K, qe C P=q,GC WW*LW C P WW+LW [CSC I'l Windward wall 0 to 15 0.849 16.72 0.8 11.37 19.41 0.80 11,37 16.52 ► 20.0 0.902 17.77 0.8 12.o® 20A2 0.80 12,00 17,23 4 (L-0) 27.0 0.961 18.92 0.8 12.87 20.91 0.80 12,87 18.02 "Zc? fluyV- i� IZ NSF (s%r/r k LL J S) ail C4-0-J) TZ/TZ 39VJ ONI VIA-1 88T83930T9 63:9T L003/lot/TT