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2005-375
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 (zt Community Development- Building &Codes (518) 761-8256 CE RT I F I CAT E OF OCCUPANCY Permit Number. P20050375 Date Issued: Friday, March 31, 2006 This is to certify that work requested to be done as shown by Permit Number P20050375 has been completed. Tax Map Number. 523400-301-008-0001-031-000-0000 Location: 333 AVIATION Rd Owner. EXECUTIVE PARK WEST LLC (WHITTEMORE, DOWEN 9 KILBURN) Applicant: EXECUTIVE PARK WEST LLC This structure maybe occupied as a: Commercial/ Industrial By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the j 4 00t property owner of the responsibility for compliance with Site Plan, 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: P20050375 Application Number: A20050375 Tax Map No: 523400-301-008-0001-031-000-0000 Permission is hereby granted to: RXEC ITTIVE PARK WEST LLC For property located at: 333 AVIATION Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Tyne of Construction value Owner Address: EXECUTIVE PARK WEST LLC 395 BAY Rd Commercial/Industrial $800,000.00 Total Value $800,000.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name / Address Electrical Inspection Agency ROZELL TNDIJSTRIES 145 PARK ROAD OITEENSBITRY_. NY 12804 Plans&Specifications 2005-375 WHITTEMORE, DOWEN& KILBURN BLDG. #1 8952 SQ FT COMMERCIAL BULDING $1,342.80 PERMIT FEE PAID -THIS PERMIT EXPIRES: Friday, June 16, 2006 (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 To17ueens;� /-I day,June 16, 2005 SIGNED BYfor the Town of Queensbury. Director of Budding&Code nforcement DRAFT COPY (3/21/03) CHECKLIST NYS BUILDING CODE (BC) Building: Vvj ,` 5 0eq 4*1 NYS FIRE CODE (FC) It NYS PLUMBING CODE (PC) FLocation: NAI- iorj e640 NYS MECHANICAL CODE (MC) NYS FUEL GAS CODE (FGC) Date: 14( MAI 400S NYS ENERGY CODE (ECC) Reviewer: Publication Date: May 2002 COMMERCIAL & MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1603.1.6 285 3 Separated or Non-Separated BC-302.3 18 Occupancies" 4 Occupancy BC-302 17j 5 Type of Construction BC-Table 601 81 rJA 6 No. of Sleeping Units/Level BC-202 14 & No. of Units—Total 31 No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Malls BC-402 33 Hi-Rise (75' Rule) BC-403 36 Atriums BC-404 37 8 Basement Definition BC-502.1 71 (See page 8 of this check list) Legend: NR = Not Required NS = Not Shown NA= Not Applicable Note: Non-separated occupancies impose the most restrictive requirements JAM Page 1 of 10 No. Topic Code Page Required Actual Section No. or Allowed 9. Heights & Building Areas Maximum Tabular Area BC-Table 503 72 191000 Maximum Tabular Height BC-Table 503 72 *60 z g(V' Maximum Stories BC-Table 503 72 Mezzanines BC-505 73 Sprinkler System (water) BC-903 168 asement Sprinkler BC-903.2.10.1 170 1p ater Source Sprinkler BC-903.3.5 172 / Water Source-Site FC-508.1 31 11. Frontage & Sprinkler Credits Area Modifications (calc.) BC-506 74 Height Modifications BC-504 73 12. Height &Area Summary: Ht/Area Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 75 Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/Flr. x No. of Stories up to 3 maximum) 13. Fire Apparatus Road FC-503.1 29 (150' rule) 14. Exterior Walls Distance Separation* BC-Table 602 82 Exterior Wall Openings BC-Table 704.8 87 Parapets BC-704.11 88 4 Exterior Wall Coverings BC-Table 1405.2 257 Exterior Wall Finishes BC-Table 1406.2 261 Combustible �� * Distance separations are doubled if fire fighting water is not available (FC-508.1.3). NOTES; JAM Page 2 of 10 No. Topic Code Page Required Actual Section No. or Allowed Fire Rated Construction .- Incidental Use Areas BC-Table 302.1.1 17 Accessory Occupancy BC-302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Control Areas BC-414.2 >, 52 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 Fire Partition (Tenant Sep.) BC-708 95 0 +p Smoke Barriers BC-709 96' ening Protectives BC Table 714.2 101 re Blocking BC-716 107 raft Stopping BC-716.3 108 16. Space Min. Rm. Dimensions BC-1207.1 251 d Min. Ceiling Height BC-1207.2 Ventilation (Nat. or Mech.) BC-1202. ,,,P2 0 r 18. Light (Nat. or Mech.) BC-1204.1 MGM + T 19. Exits Occupancy Load BC Table 1003.2.2.2 201 I/10D5F <10 One Exit Permitted BC Table1005.2.2 224 Ao 2 m4mm Stair Enclosure BC-1005.3.2 224 Emergency Egress BC-1009.1 235t �� Distance of Travel BC-Table 1004.2.4 220 N/ja Aisle Width BC-1004.3.1.1 221 AM if Corridor Width BC-1004.3.2.2 221N Capacity of Exits (catc.) BC-Table 1003.2.3 202 4 Corridor Wall Fire Rating BC-Tablel004.3.2.1 222 Il`� i Corridor Dead,End BC-1004.3.2.3 222 /1p Door Width BC-1003.3.1.1 208 et Door Swing BC-1003.3.1.2 208 Panic Hardware BC-1003.3.1.9 213 YgSQ lax 20. Stairs Riser BC-1003.3.3.3 213 Tread BC-1003.3.3.3 213 + Width BC-1003.3.3.1 213 4* t > 4+ Headroom BC-1003.3.3.2 213 n G1 sip m Vertical Ri r BC-1003.3.3.6 215 Handrails .Sr�J BC-1003.3.3.11 215 �l J Page 3 of 10 No Topic Code Page Required Actual Section No. or Allowed —:::1. Structural Snow Loading---Ground BC Fig 1608.2 296 -Jd -70 Snow Loading---Roof(calc.) ASCE 7-98 Drifting Snow BC-1608.7 295 P BC-16Q8.3.5 295 5v ,.p�00 �=inq BC Table 16Q7.1 291 I, BC-Table 1607.1 291 �► Wind Loading (calc.) BC-1609 297 Roof Walls Windows y, or. Seismic Loading (calc.) BC-1614 315 Foundation Depth BC-1805.2 398 22. Interior Finishes BC-Table 803.4 161 S �- 23. Swimming Pools BC-3109 629 w 24. Sun Rooms BC Appendix 1 693 P 25. Electrical Exit Lights or Signs BC-1003.2.10 203 J4- Emergency Lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 General Lighting-Exits-Stairs BC-1003.2.11 204 26. HC ACCESS Exempt Buildings BC-1104.4 238 Parking BC-Table 1106.1 239 Route BC-1104.1 238 Entrance BC-1105.1 239 #of Sleeping Rooms BC-Table-1 107.6.1.1 241 #of Dwelling Units BC-1107.6.2 241 N�a Toilet Facilities BC-1109.2 244 �� Service Counters BC-1109.12.3 246 17 Areas of Refuge BC-1003.2.13.5 207 ]J /� Signage Supplemental HC Req'mts Appendix E 681 27. SPECIAL INSPECTIONS BC-1704 379 L(otes: Wed Ckw t,fkc[ P�� 1':- JAM Page 4 of 10 No. Topic Code Page Required Actual Section No. or Allowed 28. Fire Protection Equipment Central Station Monitoring FC-901.9 52 t4 fz— Sprinkler Systems FC-903 55 Other Extingushing Syst. FC-904 59 � ? Kitchen Hood Extinguisher FC-609.8 41 �I Standpipe Systems FC-905 62 2 Fire Extingushers FC-906 64 Fire Alarm Systems & SD FC-907.2 66 Np_ Fire Alarm Boxes FC-907.4.1 72 Smoke Detection ' FC-907.2.10 68 Hi-Rise Fire Safety FC-907.2.12 69 N�„ Visible Alarms FC-Table 907.10.1.2 73 Smoke Control FC-909 75 WL Smoke Vents FC-910 82 Fire Pumps FC-913 85 I'e 29. Plumbing Code /lei 0 Fixture Count PC-Table 403.1 21 LAV 1 f$O 166 Water Supply Service Pipe Size PC-603 33 Fixture Pipe Size PC-603.1 33 Pipe Material PC-Table 605.4 36 Labor Law Art. 10-A UFPBC-904.6 12,340 Pipe Insulation See Energy Code 7 Backflow Prevention PC-Table 608.1 41 Sprinkler System PC-608.16.4 44 toa,- Lawn Irrigation PC-608.16.5 44 Pipe Freezing PC-305.6 14 Sanitary Drainage Drain Pipe Size PC-Table 709.1 54 Drain Pipe Material PC-702 47 .{ Labor Law Art. 10-A UFPBC-904.6 12,340 Vent Size PC-Table 910.4 63 G?pt'G Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC-917 67 Notes: JAM Page 5 of 10 No. Topic Code Page Required Actual Section No. or Allowed 30. Mechanical Code IZ-7 ow Ventilation Rates MC-Table 403.3 24 �/ ��� (iU II,I• lAfs Propane Below Grade MC-502.8.10.1 31 Dryer Exhaust MC-504 33 iloo Kitchen Exhaust MC-506 34 }4l Kitchen Hoods MC-507 37 �� Kitchen Make-Up Air MC-508 39 a Chimney Termination MC-Table 511.2 41 Air Plenums MC-602 47 Fire & Smoke Dampers MC-607.5.1 52 Combustion Air MC-701 55 Confined Spaces—Def. MC-202 5 31. Fuel Gas Code Appliance Location FGC-303 18 Combustion Air FGC-304 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig. 503.5.4 63 Gas Vent Termination FGC-Fig. 503.6.6 65 Exit Terminal Location FGC-503.8 68 Clothes Dryer Exhaust FGC-613 96 Unvented Room Heaters FGC-620 99 32. Energy Code Prescriptive Method ECCC-Table 602.1(1) 50 High Truss Credit ECCC-602.1.2 51 Pipe Insulation—Heating ECCC-Table 503.3.3.1 44 Duct Insulation—Heating ECCC-Table 503.3.3.3 45 Pipe Insulation—Hot Water ECCC-Table 504.2 47 HWH Heat Trap ECCC-504.7 47 COMcheck Computer Software Compliance Report Required COr�I ww 0 Notes: JAM Page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW. 1. Area Increase Based Upon Frontage And Sprinkler Increase. Frontage Increase: If= 100(F/P-0.25)W = Answer in % 30 , Note: If= 75% when 4 sides accessible &water available Allowable Area: A. = kble + (A ble X If) + Ague x.l) = Answer in Square Feet (BC—Pg. 74) ' 100 . 100 2. Exit Capacity Calculations (Table 1003.2.3)(BC-Pg. 202) (Occupancy Load for Exit) x (Egress Width per Occupant) = (Required Width) 3. Snow Loading Calculations. (ASCE 7-98)(Eq. 7-1)(pg-69) & (Eq. 7-2)(pg-70) (ASCE = American Society of Civil Engineers) Pf= 0.7C.CtIP9 = Flat Roof Snow Load Where: Pf= Flat Roof Snow Load (Calculated Above, Answer in#per SF) Ce = Exposure Factor (BC-Table 1608.3.1)(Pg. 297) Cf = Thermal Factor (BC Table 1608.3.2)(Pg. 297) 1 = Importance Factor (BC-Table 1604.5)(Pg. 287) P9 = Ground Snow Load (BC Fig. 1608.2)(Pg. 296) PS = CSPf= Sloped-Roof Snow Load Where: PS = Sloped-Roof Snow Load CS = Roof Slope Factor (ASCE 7-98)(Pg. 70) 4. Wind loading calculations. (Refer to Chapter 6 of ASCE 7-98) 5. Seismic Calculations. (See page 10 of this list) 6. COMCheck calculations (For verification of compliance with the Energy Code) JAM Page 7 of 10 8. GRADE PLANE: A reference plane representing the average of finished ground level adjoining the building at exterior walls. Where the finished ground level slopes away from the exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot line or, where the lot line is more than 6 feet from the building, between the building and a point 6 feet from the building. 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggregate floor area of not more than 113rd of the area of the room or space in which the level or levels are located. (Mezzanine area'does not contribute to the building area or the height in stories but does contribute to the fire area, aggregate area). 10. SMOKE BARRIER: A continuous membrane, either vertical or horizontal, such as a wall, floor, or ceiling assembly, that is designed and constructed to restrict the movement of smoke. (Required to have a 9 hr. fire rating). 11. STORY ABOVE GRADE PLANE: Any story having its finished floor surface entirely above grade plane, except that a basement shall be considered as a story above grade plane where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above the finished ground level for more than 50% of the total building perimeter or 3. More than 12 feet above the finished ground level at any point. JAM Page 9 of 10 SEISMIC REVIEW SUMMARY PROJECT: LOCATION: ZIP CODE: ITEM Value BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 317 (default to site class D) . Section 1615.1.1 316 SS (short period) Figure 1615(1) 318 S, (1 second period) Figure 1615(2) 319 Fa (site coefficient—short) Table 1615.1.2(1) 320 F, (site coefficient-1 sec.) Table 1615.1.2(2) 320 Sms (short period adjusted) Equation 16-16 317 SR,, (1 sec. period adjusted) Equation 16-17 317 SpS (short period) Equation 16-18 320 Sp, (1 sec. period) Equation 16-19 320 Seismic Use Group Table 1604.5 287 Seismic Design Category Table 1616.3(1) 324 (short period) Seismic Design Category Table 1616.3(2) 324 (1 sec. period) SEISMIC DESIGN CATEGORY This category determines the (most severe of above two) design analysis and whether MEP systems must be braced. Analysis Procedure Used Section 1616.6 326 Building Components Subject To Section 1621 345 Seismic Design Requirements: Architectural Section 1621.1.1 & 345 Mechanical Section 1621.1.6 347 Plumbing ditto 347 Electrical ditto 347 JAM Page 10 of 10 Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1 1. OWNER INFORMATION: .............................__.._......................................... .: Office Use Location of installation: nJ� AwlA1��rJ14 R0AO File Permit No. Tax Map No.'301.0 1 r a�Vir LV Owner's Name: S Fee Paid i....................................................................................................................................... Address: 2 ?;,W 12$a+ 2. INSTALLER'S NAME :_ZMk(L_ l NpUS-fle-t GS PHONE 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Commutation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980- 1991 x 130 gal/bdrm = 1991 -present x 110 gal/bdrm = Garbage Grinder Installed yes_ / noMNYi82l�I A�- s�f S'rEW1 Spa or Hot Tub Installed yes, ! no 0.9 CTPb Ise eUii.Otnl6, 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) ToDojzraDhv Soil Nature Ground Water Bedrock or lm ervious Material Domestic Water Su 1 Flat an at what depth at what depth 4unici a o ling oam feet feet well Steep slope clay if well; water supply %sloe other rltn- � -1- 10 Mvr— P from any septic-system depth: a absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: 6 —minute per inch S� dam• G-5 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: .�gallon(min. size 1,000 gal) Tile Field: each trench ft. Total System Length: ft. Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # / depth or thickness feet Bed System Size: x �Alternative System: �i.J 114 length and/or size GO A 101 6. HOLDING TANK SYSTEM: (if required) S �• G-S Fog 'Pe pl is Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Signature of responsible person Date Permit No. �� Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paid 742 Bay Road,Queensbury,NY 12804 Recreation Fee Dave Hatin,Director codesCaueensbury.net Phone: (518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subiect to review before issuance of a valid permit for construction. Instructions: A permit must be obtained before beginning construction. No inspections will be made until the applicant has received a valid building permit. All applicants' spaces on this application must be completed and must appear on the application form. Applicant/Builder _?0=34- I810uIrCUFS OU362.,* Owner: &SCUTtVC Wt&r Ulf, Address: Address: �uaN ssa Home Phone: Home Phone: 'lq 2 — Doi t Q� Email Address: Email Address: Cell Phone: Cell Phone: FAX Phone: ,a2 ? FAX Phone: _b 2 Person responsible for supervision of work with respect to building and codes compliance: Name: U N — Cry Address: Phone S2ft—M0G I2�6 b Location of proposed construction: Lot No. Legal Address: 33 .ddL C�N•1 QOPtO Tax Map Number: 1*301 •015— Subdivision Name: Estimated Cost of Construction: $ 45col Opp Proposed construction is for: _Residential Use V/ Commercial Use RECEIVE"" Name of Business: WI-;14 �� �bu�� + MAY 3 1 2005 If proposed construction is an addition, what will use of new addition be? TOWN OF QUEENSBURY New Addition Alteration Proposed Construction 10 Floor 2na floor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.ff. Sq. Ft. Square feet Height Ft.&in. Single-Family Dwelling Two-family Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile Manufacturing Other: Attached Garage 1, 2, 3 Type of Heating System: Electric, Oil, as Wood, orced Hot Air Baseboard, Other: If a fireplace and/or woodstove are being installed, please refer to a separate application. Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review. The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new on&1ion. Date:� _Mk( ?A06 Applicant/Builder Signature: �. The application of dated is hereby approved and permission granted for the construction, reconstruction or alteration of a building/and or accessory structure as set forth above. Date: Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 / - -31A--t Septic Inspection Report C IU TO 3 F"A S ` Office No. (518) 761-8256 Date Inspectio uest eiv S G Queensbury Building &Code Enforcement Arrive: part: amAt) 742 Bay Rd., QueensbuurryJ,_NY 12804 Inspector's Initi ' ` a : NAME: c/( 1 J�� U S y,;C S R NO.: Or7 LOCATION: _��� /� i; ca�—,r�,. n S Cr ON: RECHECK: t Comments and/or diagram Sal T la -- Type of Wate . Munia I ell Water Waterline se ft. Well separation distance ft. Other wells: ft, Absorption Field: Total lengthft, Length of each trench ft. Depth of trenches ft. Size of Stone Size: x Stone Size: L:L> Piping Size Type Building to tank H11 Tank to Distribution Box Distribution Box"Id Pit Opening Sealed Y rtial End Ca In Outlet Pipes&Baffles Y N Location Separations Foundation to tank ft. Foundation to absor tion ft. Separation of Pits ft. Conforms as per Plot Plan Y Engineer Report and As-Built Y , N Location of System on Property: Front Rea Left Side Ri Side Middle Front Middle Rear Sy,�m Use Status: proved artial Approved needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection re s rec iv 3 U Queensbury Building&Code Enforcement Arrive: p Depart: D n m 742 Bay Road,Queensbury,NY( 12804 Inspector's Initia s: (� NAME: �2 u2e II C JS S PERMIT' V LOCATION: DATE. U 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 JInterior/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 br.), 1 'h 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 a yl ,Public Toilet Room Handicapped Accessible V, I lHanKapped Service Counters, 34 in., Checkout 36" „ V) Handicapped Ram /Handrails Continuous/12 in.Be and , / Active Listening System and Si a e AssemblySpace tX Final Electrical V" Site Plan/Variance re uired Final Surve ,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Buildingor Driveway Water Fountain or Cooler 4Buildin Access All Sides by 20' /Driveable Surface 20'wide kay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Inspection for Permit to occupy Fire Marshal's office Request Rec'd Permit No. US ' 3-7) Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: i Time: Phone: (518) 761-8206 Business Name: (,LJ!\i i-s,,�a 4 r D6-,.,£ r�.j Fax: (518) 745-4437 Location: 3 tr o ca I<J Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge I AISLES: Main Aisle Width .-� } �n T �a wrv, > 0, i ti u o r v Secondary Aisle Width / TGt�P4►1 � �'f� ✓Y1UN� �'�fl'` n�' C �_�) EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE 1 EMERGENCY LIGHTING J _ IZ�Pcs.. + FIRE EXTINGUISHER: Hun `sY vv1 Inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM jpu � 'D Fan Shutdown J rl Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island CTJ J Hood Installation Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sign Emerqency Evacuation Plan j ❑ Approved (if no other approvals apply,the B&C Office will issue the ertificate of Occupancy) Denied ❑ Call for Recheck Inspected By: i L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Inspection for Permit to Occupy Fire Marshal's Office Request Rec'd Permit No. ©�` 7 Town of Queensbury -3 4) 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: Time: Phone: (518) 761-8206 Business Name: r z :,� Fax: (518) 745-4437 Location: ,T3 5 j j a iIV Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal Sign-battery TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen Fire Suppression-Gas Island Hood Installation Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si na e-Utility Rooms No Smoking Signs Maximum Occupancy Sicin Emergency Evacuation Plan pproved (If no other approvals apply,the B&C Office will issu t/elificate of Occupancy) ❑ Denied ❑ Ca!! for Recheck Inspected Sy: L:\Sue Hemingway\Fire Marshals Office Inpsection 08.1 7.2005.doc I '— Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: �� NAME: LOCATION: PERMIT#: S Final Survey Plot Plan Approve Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey has b Craig BrownVZoning Administrator Notes: o lL SIrE DCVaapm�T ST�LL X L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administnitor.doc MAP REFERENCE: MAP OF A SURVEY OF THE LANDS OF HENRY A. SLEIGHT. HENRY J. SLEIGHT + FLOYD SLEIGHT DATED, DEGEMBER 20, 19GG LAST REVI5EDl DEGEMBER 3. 1952 MANOR DRIVE BY, JOHN B. VAN DUSEN IPF S62-53100"E ASPHALT DUMPSTER I 186.02' ENCLOSURE A O N N CONCRETE 540eW" BUILDING 16.45 T+ 1 STORY ca WOOD FRAMED >' 04 BUILDING LANDS N/F OF �cn © RU55EH row 39.50' voi 77f� IPF IPF LANDS N/F OF SLEIGHT ce `" AREA o 73,040 sq.ft. 1 1.68 acres N 0— c° E ®" ®" ®" Zri t ASPHALT 74 ca PARKING _ _ ce co T N Cq LANDS N/F OF N ° J MOUNTAINVIEW M COMMONS. LLC E A �-y Q 1 STORY WOOD FRAMED BUILDING ca 55.45 LEGEND: 0 0 ff 0 = IRON PIPE FOUND 7¢t = LAMP POST 196.O8' G.B.❑ O = CATCH BASIN DRILL HOLE IN CONCRETE N58°301308W FA (CB) N I D WV C. 7. I = WATER VALVE � = HYDRANT AVIA N ROAD --o--o--= FENCE LINE ® ca = CATCH BASIN ® = MANHOLEfifO135 AN Date, SEPTEMBER 14, 200 „ u S •UHA HOMM ALTERATION OR AMMON TO A SURVEY MAP DEARINB A LKENSED LAND SURVEYM SEAL Is A Map of a Survey made for Scale 1,_=40, &�/� MOL.ATION OF SECAON 7M.SUB•-MVMM$W THE NEW YM STALE E UMM LAIC• S i e v e s MW'OWY 01H A CN THE W, �Y YAFO®wTN MI M"M aATawu.a TIE LND sMg CW 4 2/07/06 FINAL SURVEY S••= 1 -RIS `"W �°" U EXECUTIVE PARK WEST, LLC VQS SURVEY r�PREPAREa w S UM AD 3 10/11/05 BUILDING LOCATION ETDSiWO oOOE OF PRACTIfE FOR LAND SURVENIRS AOOPiED a n Surveyors BY D S RW YOPoC STATE R, CA 7N1N$ LL RU Q%y E ��� s�RUH ONLY 2 9/27/04 TOPOGRAPHY T i OF 1 m THE PERSON FOR wlw THE Bua>t�r a PREPARED.AND ON HIS BEHALF TO 7NE MW OONPANY,ODvu*&a NTAt. 169 Haviland Road Queensbu New York 12804 70 MAGDWY AM`f""°"°"S"'°'n°""�rOW "'° Town of Queensbury, Warren County, New York 1 9118104 CORNERS SET/MARKED �! TD THE AS9oNkE4 OF TILE LENDNO NI5RTUTNIN.' W.D.K. 61314 (518) 792-8474 New York Lie. No. 50135 NO. DATE DESCRIP71ON DWG. NO. 04241 301.8-1-31/78-1-8.1 Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection reWe / G� Queensbury Building&Code Enforcement Arrive: �.t Dpart:742 Bay Road,Queensbury,NY 12804 Inspector's Inita s NAME: _ C U"t� 1 v� ""V ls�STPERMI #: V S '` 7� LOCATION: -2 /-r DATE: � COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete \� JF— 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 OkaT�`l''� Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum j Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation CombustionQ, Low Water Shut Off For Boilers VA Gas Furnace Shut Off Within 30 ft. or Within Line Of Site pq,J1J � ��, RuEF Oil Furnace Shut Off at Entrance to Furnace Area J, �w _ u Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/z doors > 10%> 1000 s .ft. ' 3/4 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 a Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in.,Checkout 36" --- 26 Handicapped Ramp a ai s ontinuous/12 in.Be o [Both side Active Listening System and Signage Assembly Space' Final Electrical \t�l- Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler ` Building Access All Sides by 20' /Driveable Surface 20'wide \c Okay To Issue Temp. or Permanent C/O :�Okay To Issue C/C L:\Building&Codes Forms\Building&Codes\hispection Forms\Commercial Final Inspection Report.doc RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall G� 627 Maple Avenue Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email rrr@nycap.rr.com ephall@nycap.rr.com Special Inspection Report To: Town of Queensbury—Building Department From: Ethan Hall Date: 7 February, 2006 Re: Rozell —Professional Office Complex—Aviation Road —Building 1 1 have reviewed the construction of the building for the referenced project. To the best of my knowledge and belief these items have been installed in accordance with the design drawings and subsequent modifications to the design drawings performed by this office. If there are any questions please contact our office. Regards, Ethan Xc: Jeff Mercure—Rozell Construction C:\ACAD\RozeIle-Whittemore\Paperwork\Special Inspection Report 8 Feb 2006.doc F7LI1�/11�bb 11:21 518-793-2865 ROZELL IND PAGE 02 Im -- O v b a � I F i , " a 1 RoZEtt Industries, Inc. 129 PARk ROAd-pucrosbuRy-NY- 12804 KONe(518)793-2634 Fnx:(518)793-2865 TOIL FREE:(877)501-0055 C 3 � Mr. Dave Hatin Town of Queensbury Building Code Enforcement Re: Aviation Road Office Complex Dave, A new 6" water line from Manor Drive will cross through 100 % replacement area. Placement of water line will be a minimum of 10' from septic line and tank. If sewage disposal bed needs replacing in future it will be removed and replaced. Sincerely, '` J?hnCPmulligan b2r13/2006 11:21 518-793-2865 ROZELL IND PAGE 04 4?SCHODER RIVERS Evergreen Professional Park ASSOCIATES 453 Dixon Road,Suite 7, Bldg.3 Consulting Engineers,P.C. Queensbury, NY 12804 Tel. (518) 761-0417 Fax. (518) 761-0513 Rozell Industries, Inc, January 5, 2006 129 Park Road SRA 04-507 Queensbury, NY 12804 I ATTN: Peter Rozell RE: Inspection of wastewater disposal system for Building No. 1 - Professional Office Complex- 333 Aviation Road, Queensbury, NY. Dear Peter: At your request, I met with Jeff Mercure of your office and conducted a field visit at 8:15 AM on January 5, 2006 to review the installed Eljen wastewater disposal system for Building No. 1. In my opinion, the system has been installed in substantial compliance with the requirements of the project design drawings and, upon receipt of final approval from the Town of Queensbury, may be backfilled to finished grade. Mr. Mercure noted that the water service line for this building was installed across the 100% replacement area location for this system indicated on the drawings. We understand that this was done in coordination with the Town of Queensbury and that a letter to the Town stating that future possible replacement of this system will be completed by removal of the failed system and replacement at the same location. In our opinion, this is an acceptable approach for potential future system replacement. Notes should be provided on the record drawings which clearly indicate the as-built location of the water line and the intent for future replacement of the system in the event of failure. Thank you for the opportunity to provide these engineering services. Please call if you have any questions. Sincerely, Carl B. Schoder, PE Principal cc: Ethan Hall, AIA- Rucinski Hall Architects -via fax @ 584-5012 i Inspection for Permit to Occupy S 3�S Fire Marshal's Office Request Rec'd q � Permit No. c Town of Queensbury 742 Bay Road Queensbury,NY 12804 Scheduled Inspection Date: v Time: Phone: (518) 761-8206 Business Name: �-cc Fax: (518) 745-4437 Location: 1-3,:S ^/1 M RCN., 1-j Type of Inspection N/A Yes No EXITS: Exit Access COMMENTS Exit Enclosure Exit Discharge AISLES: Main Aisle Width Secondary Aisle Width EXIT SIGNAGE Sign-normal LL n p lZaA�2T f^ 1D N-t 6f � Sign-battery cTJt aF�L>I.l TRUSS ID SIGNAGE EMERGENCY LIGHTING FIRE EXTINGUISHER: Hun Inspection of extinguisher Hydro extinguisher FIRE ALARM SYSTEM Fan Shutdown Fire Sprinkler System Fire Suppression-kitchen �( Fire Suppression-Gas Island Hood Installation Interior Finishes Storage Compressed Gas Clearance to Sprinklers Clearance to Electrical Electric Wiring Enclosed X Combustible Waste Vehicle Impact Protection Fire Lane F.D.Si na e-Utility Rooms �( No Smoking Signs Maximum Occupancy Sign Emer_gency Evacuation Plan ❑ pproved (If no other approvals apply,the B&C Office will issue the Certificate of Occupancy) Denied ❑ Call for Recheck Inspected y: L:\Sue Hemingway\Fire Marshals Office Inpsection 08.17.2005.doc Septic Inspection Report l Office No.(518)761-8256 Date Inspection request re ived-- Queensbury Building&Code Enforcement Arrive: a p epark: ' 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initials:` NAME: �:\ ]PEkMIT NO.: BOO LOCATIONS t 114SPECT ON: RECHECK: Comments and/or diagram Soil Type- Sa ) oairi Cla Type of e :'Munici ell Water Waterline se on cTistance Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench Depth of trenches ft. Size of Stone �� Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank H11 Tank to Distribution Box Distribution Box ield/Pit j Opening Seale Y /Partial End Ca s ", Location/Separations Foundation to tank ft. ` Foundation to absorption ft. _ Separation of Pits ft. Conforms as per Pl 't fl N Engineer Report As-BuilLZ Y N on of S tem on Property: Rear heft"Side'`""Right Side-- Front Middle Front Middle Rear System Use States: Approved PPartial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 Rough Plumbing / Insulation Inspection Re, Office No. (518) 761-8256 Date Inspection request r iv d• Queensbury Building & Code Enforcement Arrive: am part: a �r( 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: �� PERM T #: LOCATION: INSPECT ON: — \ TYPE OF STRUCTURE: Y N N/A `� �ough Plumbing / Nail Plates 1 0 Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes \ Q�� Insulation / Residential Check/ Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: L:\Pam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request rec ' e . Queensbury Building & Code Enforcement Arrive: jo. i a art: D: f, a 742 Bay Road, Queensbury, NY 12804 Inspector's Initials NAME: ti .-- PER IT #: () ,/- :37 LOCATION: INSPECT ON: ; A TO TYPE OF STRUCTURE: Rough PlumbingY N N/A Nail Plates (� Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / chan a of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply_ Piping Air/ Head 5 P.S.I for 15 minutes nsulation / Residential Check/ Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace � L� Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 / U t Z. Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reque re i e �- ^ Queensbury Building & Code Enforcement Arrive: /p epart: ' 742 Bay Road, Queensbury, NY 12804 Inspector's Initi NAME: 1� ��f 11� � `�� �^^ ` :C' PER #: 05 ' LOCATION: '13 Div, 2LA , L"" INSPECT ON: Z a A TYPE OF STRUCTURE:j Y N N/A Rough Plumbing Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes nsulation / Residential Check/ Commercial Check . �-LA 1 Vt Proper Vent Attic Venti Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct toe COMMENTS: LAPam Whiting\Building&CodeAnspection Forms\Rougb Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 la Framing / Firestoppinv Inspection Report Office No. (518) 761-8256 Date jnspectio ��equest r. ei d:Queensbury Building&Code Enforcement Arrive: pmi epart:742 Bay Road, Queensbury,NY 12804 Inspector's Inia { ff j Sr�3�s NAME: 1ZU L( � Lt.'(, - � r PERMIT#: LOCATION: 22r c INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS # i Attic Access 22"x 30"minimum j i Jack Studs/Headers Bracing/Bridging Joist hangers j Jack Posts/Main Beams i Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strappingfor tietchcs io�i Piate I 1 1 '/2 w 16 gauge 8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1,2, 3 hour Fire wall 2, 3,4 hour "irestoppm' g Penetration sealed i 16 inch insulation in cavity min. Garage Fire Separation I House side '/z inch or 5/8 inch Type X !J Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Rough Plumbing / Insulation Inspection Report r Office No. (518) 761-8256 Date Inspection requ t re i ed: ' Queensbury Building & Code Enforcement Arrive: a /pm part: a 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: f2' Z�1 C'. L� �'�' e PERM #: C) LOCATION: 2?'3 3 INSPECT ON: u TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head --- - -- � �) - 50 P.S.I for 15 minutes C�'� Insulation / Residential Check/ Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 \6-'- / u a"--- Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request i d: i( � . Y Queensbury Building & Code Enforcement Arrive: a p part: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. NAME: -q z:�' a4ER T #: LOCATION: 63 3 :ram NSPECT ON: GOS TYPE OF STRUCTURE: ( n Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test ater Supply Piping Air/ Head ,.i 5 for 15 minutes - nsulation Residential Check ACommercial Check ra er Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace �J Duct work work sealed properly / No duct toe L� \CAA� COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 �.�.._ Framing / Firestopping Inspection Report �f Office No. (518) 761-8256 Date Inspection r uest r ive Queensbury Building&Code Enforcement Arrive: am/p art: a • 742 Bay Road,Queensbury,NY 12804 Inspector's Init NAME: PPk _ PERMIT LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N/A COMMENTS / raming l /� Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z w 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Trust ITnuAus YDe city._ 1 y ° 1180993 F05MEcA 'roP 27 1 U1111725 Job Reference tional Femvx IneusYlez Lid,St.Ads" .1 s SeP 11 M04►9Tak 104,110 44,Inc.Tus Oa 18 10: 34 20 PuOa 1 h 428 I 9.2.3 144-16 1 19.1.10 25.11-14 -. 33.0.2 39-106 1 44-104 I 49-a-13 I _I 0 ° 4•7,e 4.11-11 4-11-11 4.11-11 SID-4 7.0.4 6.10.4 4-11-11 4.11.11 4.11-11 4-Ze 6,YrD M1120= 4k4 M1120= Stale=1:121.4 6X8 MI120= 6.00,18 4x4 MI120= 4xB MII20= 4X4 MI120O F AA AB G H I 2m M 1120 11 P NYA77 49B M1120i 112011 4 MI12D,- 6X70 MIH6h D L BxtO Mn164a C M flx6 MII20� B N d 6ffi MI IMF A 0 24 4 7Y8 MI120 M= 7xe M1120 wH" 7x8 MII20 We= 3/4"X2' cut t0 f d Y X W V U T S R 0 p /RY12 MIt20= — 3J4'X2 X2'Cut to fit 7x8 M1120 YM= = Al Mu20= - = tSX12 M1120= axe MI120= REINFORCE TRUSS ENDS DUE TO ADDITIONAL LOADS AS FOLLOW&: (1)Attach 3/4'APA rated plywood of OS6 4W4 FXP 1 to both feces of al overlapping members wit 2 rowe of 6d common(0.113'X2")spaced at 3"OC. ¢4 1 2 Minimum no.of rids as shown In a circle for each member. oc 9-2-9 t9-1.10 30-106 46-8.12 9.2.3 9-11-7 106 6 10.6.6 9.11.7 Plate Offsets X 8:D-3 a o-3-0 E:D-t-I2 F;0-5-4 0.3-0 I:0.1-12 0-2-0 J:o-4-4 D-3.8 K:D-1-12 o-2-D :0.3•12 0-3-0 0:0.1-1 0 2-0 :0 54 a2 8 TCLLLOADING(pat) SPACING 2-0-0 CSI DEFL in (W) Ydefl L/d PLATES GRIP (Ground 48.5 Plates Increase 1.15 TC 0180 Vert(LL) -0.57 W-Y >999 3W M1120 197/144 (Ground Snow=70.0} Lumber Increase 1.15 BC 0.70 VerICTL) -0.62 S-U >80 240 Mills 127182 TCLL 70.0 Rep$tress Incr NO WB 0.98 Hone(r)L 0.30 P wo n/a BCDL 10.0 Code ISC2000/ANSI95 (Matrix) Welght:373lb LUMBER BRACING TOP CHORD 2 X 6 SPF 21 OOF 1,8E TOP CHORD Sheathed or 2.7-4 oc purlins, except end verticals,and 2-0-0 oc purlin BOT CHORD 2 X 6 SPF 240OF 1.aE (3-0-7 max,);p-d, WEBS 2 X 4 SPF No.2'Except` BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing. (-'W 2 X 4 SPF 1650F 1.5E,I-S 2 X 4 SPF 1650F 1.6E WEBS 1 Row at midpt E-Y,E-W,GU,I-u,K-$,K-p,9-z A-Z 2 X 8 SPF 2250F IArz,B-Z 2 X 4 SPF 165OF 1.5E 2 Rows at 1/3 pts G-W,1-6,N-P O-P 2 X 8 SPF 226OF 1.9E REACTIONS 0b/size) Z=4064/0-7-0(0-4.0�plywood scabs as shown),P-4037/0-61S(04-0*plywood scabs as shown) Max HomZ=1260oad case 7) Max UpliOZ-13(load case 7)T P=•11(load can 8) Max GravZ=5491(load case 2),P-54520oad case 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD A-B.-1605/6,&C-8746/0,C-D=8364/16,D-E=-SW/1D8,E-F-7479164,F-AA*-6584f72,AA-A8-=6585172, G-AB=6682172,GH►6992/57,HA-6992/57,LJ=-6507/65,J-K=7406/57,K-L=8767/110,L-M=8285/19T M-Ne-8688/0, 9-0-16MM,A•Z=11WIS,O-P=1153/12 BOT CHORD Y-Z=134/6740,X-Y-10(7145,W-X=10f7145,V-W=17/7129,1.14-17/7129,T-U-017110,S-T-0/7110,R.S=077081, O-R--017081,P-0=9/6689 WEBS B-Y�0/1232,O-Y-11721146,E-Y=179/989,E-W=1089213,F-W+c1t976,(-w-222sii32,Gli-,4387580, 1 U=380/643,I-Sr-2321/142„I.$=Or2104,K-S=1116/190.K-0=1911980,L-0=1170M46.N-Q-0n210,B-Z -8970/61, N-P=$816/72 NOTES 1)Wind:ASCE 7-98:90mph;h-25n;TCOL-B.OpA 8CDL=6.0psf;Category II;Exp B;enclosed;MWFRS gable and zone;cantilever heft and right exposed;and vertical left and right exposed;Lumber DOL-1.33 plate grip DOLb1.33. 2)TCLL:ASCE 7-90;Pg=70,0 psf(ground snow);Pf--M.5 psi(flat roof snow);Category u;EXp B;Fully Exp,;Ct-1.1;L=45-" 3)Unbabrlced snow loads have been Considered for this design. a)Provide adequate drainage to prevent water podding. ��,� ��A,�Ay 0 5)This truss hag been designed fora 10.0 paf bottom chord live toad nonooncurrent any other live loads, 6)All plates are MT20 plates unless Gthefwise indicated. 7)Provide me-chaniCal Wrinectioh(by others)of truss to bearing plate capable of w4thstanditg 13lb uplift at joint Z and 11 lb uplift at joint P. 6)Following joint$to W plated by qualified designer:Joint(s)Z,not Plated, 1-' fA g)Design assumes 4X2(oat orientation)purl'ns at oc spacing indicated,fastened to truss TC W/2-1 Od naaa, 10)Special hangers)or other connection device(s)shall W provided sufficient to support concentrated load(s). The design/sehedlon of C+Y such special corxtection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as from(F)or back(B). LOADCASE(S)Standard RO �SStO��� October 18,2 5 Continued on 00 2 jRITEK[,gNADA,INC.GENERAL ® MiTek Canada, Inc. LOADING AND DIMENSIONS SPECIPIQArjON3(U.3 A.)DATED APRIL 1,1897 SPECIFIED BY FABRICATOR, 100 Industrial Rd„P,O,Box 1329 SUBJECT TO VERIFICATION BY FORM AN INTEGRAL PART 09 THIS Dggw. Bradford,Ontario,L3Z 227 AUTHORITIES IN JURISDICTION. V ' d VE Z ' ON N 90: 1 900Z '81 ' �00 Job ruse ruse ry " 1190193 p32 MONOYRUEB Fly yp 1 U1S12251 Job Aeferenae I'mmoo Indwiea LW,St.Ade"M 5.1 tm a sop 17 20D4 MTek Indus es,'no.Non Oct 24 0040 oe Page 1 i 9.1•te 7-10-0 3-1-16 4-8.1 *5M112DIP Scale 1:aa,a REPAIR FOR LEFT STUB END: (1)LUMBER AND CONNECTOR PLATES TO BE CUT CLEANLY AND ACCURATELY a,00 iz AND THE REMAINING PLATE MUST BE FULLY EMBEDDED AND UNDISTURBED. 1-0.0 (2)CUT AND LOCATE 3/4"APA RATED PLYWOOD OR OSB AS SHOWN. (3)ATTACH PLYWOOD TO EACH FACE OF TC,BC d DIAGONAL WEI} 4x4 MI120 WITH 2 ROWS OF 6D COMMON(0A 13"X2•J SPACED AT 4"OC. (4)ATTACH PLYWOOD TO EACH FACE OF END VERTICAL WITH 1 OW OFF 6D COMMON(0.1 3eAZI SPACED AT 3"OC, 6 4 TOTAL NAILS. —� A E D 5xa M112D= O,ke 7-10-0 n D 18 7-9-e gets A:o o a o-D-a a a2 o C:0-1-14 a2-4 LOADING(04 SPACING 2-0-0 CSI DEFL in (10c) Vdefl L/d PLATI=S GRIP TCLL 48.5 Plates Increase 1.15 TC 0.89 Vert(LL) -0.09 D-I! 3-999 360 M1120 1971144 (Ground Snovr---70.0) Lumber Increase 1.16 BC 0.30 Vert(TL) -0,1 a D-E 5514 240 TCDL 10.0 Rep Stress Iner YES WB 0.37 Hor4(171.) 0.01 D We, e/a aCLL 0.0 Code IBC20001ANSMS (Matrix) Welot:36 fb CDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF ND.2 TOP CHORD Sheathed or 6.0-0 o0 purlins. Except and verticals. BOT CHORD 2 X S SPF 1650F 1.5E BOT CHORD Rigid ceiling diredly applied or 10-0,0 oC bracing. V*95 2 X 4 SPF No.2'Exaepr A-E 2 X 3 SPF No.2 OTHERS 2 X 3 SPF No.2 REACTIONS (Ib/size) D=522/Meehanical,Ea522/0-" Max Horze=146(bW case 6) Max UpIMO -47(Wd Case 7).E=-6(lo8d case 7) Max GravD=7RIoad case 2).E�709(toad Case 2) I:ORCIIS (Ib)-Maximum CompressioNMakimum Tension TOP CHORD A-S=-361176,B-C=228/11g,C-D-351/37,A-E=-132/23 BOT CHORD D-E■-100/694 WEBS 9-13=774/136,M -B93/46 NOTES 1)Wlnd:ASCe 7.98;90mph;h=25ft;TCDL=O.Opaf•,ECDL=e,Opsf;Category II;Exp B;enclosed;MV RS gable end tone;cantilever left and right exposed;and vertical Jett and dobt 4xposed;Lumber DOL=1.33 plate grip 00I,=1,33. 2)YCLL:ASCE 7-98;P4=70.0 psf(ground snow);Pt-48.5 psf(nal roOsnaw);Category II;Exp 13;Fully Exp.;Ct=1,1 3)Unbalanced snow loads have been considered for this design. 4)This VUss has been designed for a 10.0 pat bosom chord Ave bad nonconcurrent with any other live Wads. 5)Refer to girder(s)for truss to truss connections. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 47 lb uplift at joint D and 6 lb upliR at jott E. 7)Following joints to be plated by qualNW designer,Joints)A,E,not plated. LOADCASE(S)Standard bV NS(��" r(y6�AT A.84!" f- ��O d73982• 4`t;• October 24,2 5 )ViI1TEfCCANADA INC.GENERAL a MiTek Canada, Inc. LOAD INOANDDIMENSIONS SPECIFICATIONS(U S DATED APRIL 1 1997 SPECIFIEDOY FABRICATOR, ATIOR, ag.) Nil 1t90 Industrial itd„P.O.Box)329 SUBJECT TO VERIFICATION BY FORM AN INTEGRAL PART.OF THIS DESIGN. )3radford,Ontario,UZ 2B7 AUTHORITIES IN JURISDICTION. CFn6+w: 8 ' d 988Z 'ON Wd [V:Z 900Z 1 ' 0 0 Rough Plumbing / Insulation Inspection Report f Office No. (518) 761-8256 Date Inspection request re i Queensbury Building & Code Enforcement Arrive: am/ptn art: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:NAME: G Tt� PERMIT #: 07) 3 LOCATION: a INSPECT ON: TYPE OF STRUCTU E: Y N N/A — Rough Plumbing / Nail Plates Plumbing Vent Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping I Air / Head 50 P.S. for 15 minutes lation Residential Check I GQMmercial Check ,�� '7.-51 Le � Proper Vent Attic Vent Duct / Hot Water Piping Insulation 1;6 VC) If required unheated spaces I Combustion Air Supply for Furnace Duct work sealed properly / No duct toe COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report-revised Nov 17 2003.doc Revised February 15,2005 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall G� 627 Maple Avenue Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email rrr@nycap.rr.com ephall@nycap.rr.com Special Inspection Report To: Town of Queensbury—Building Department From: Ethan Hall Date: 7 November, 2005 Re: Rozell—Professional Office Complex—Aviation Road — Building 1 1 have reviewed the installation of the shear walls and hold down anchors for the referenced project. To the best of my knowledge and belief these items have been installed in accordance with the design drawings and are acceptable to this office. If there are any questions please contact our office. �F Regards, r ' Ethan F ' F Y �P flat EF ^f Jt 7 Xc: Jeff Mercure—Rozell Construction C:\ACAD\Rozelle-Whittemore\Paperwork4Special Inspection Report 7 Nov 2005.doc Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request.recA Queensbury Building & Code Enforcement Arrive: arn/prnart: an 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. r, NAME: IT #: 0 1;— LOCATION: INSPECT ON: — TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes sulation / Residential Check/ Commercial Chec Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: 1 � � y r L:Tam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:_` f)a 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: �z= I NAME: k PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N Framing N/A COMMENTS Attic Access 22"x 30"minimum Jack Studs/Headers �l Bracing/Bridging \ I Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 1/z(w) 16 gauge 8 16D nails each side D aft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Framing / Firestopping Inspection Report (�-- Office No.(518) 761-8256 Datc Inspection request ce' d: ij A� Queensbury Building&Code Enforcement Arrive: am/p ' epart"L!t(ldp 742 Bay Road, Queensbury,NY 12804 Inspector's Init'als- NAME: PERMIT#: LOCATION: 3511 c_ INSPECT ON: TYPE OF STRUCTURE: Y /A Framing COMMENTS ttic Access 22"x 30"minimum Jack Studs/Headers .--- Bracing/Bridging Joist hangers Jack Posts/Main Beams 1 Exterior sheeting nailed properly to T 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Hol•s/Bearing Walls � se Metal Strapping for Notches Top Plate 1 iY2 w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, Y dour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade V~ Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection req st rec ive Queensbury Building & Code Enforcement Arrive: m/pm art: a m 742 Bay Road, Queensbury, NY 12804 Inspector's Init NAME: PER #: �-7J LOCATION: 3"3 3 14v. fi� ( �-- INSP CT ON: TYPE OF STRUCTURE: Y Rough Plumb' Nail Plates —PTum in Vent / Vents in Place } 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum i Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air ad P.S. -above highest connection for 15 minutes ressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes Ins sidential Check Commercial Check ('Pror)ery&n Agicyent Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 "qqq 05/31/2005 19:26 5188997496 SJB SERVICES PAGE - Contract - - - Drilling J-QU 5- 3.75 and Testing _ w - IN Q��ENS�uRY 1pWN OF p CODE _ May 31,2005 g�ILD1NG AN To whom it may concern: SJB Services,Inc. has been retained by Rozell Industries,Inc. to perform concrete testing services during the construction of the new Aviation Road Professional Services Building located in Queensbury, New York. Should you have any questions or require additional information,please contact the undersigned. Sincerely, SJB Services,Inc. ... S ) William G. Stanton Eastern Regional Manger 7 . Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection r 41uest c Queensbury Building&Code Enforcement Arrive: am/p pert: 742 Bay Road, Queensbury,NY 12804 Inspector's Initia A17 . oNAME: 1; �`�f\Q C` �L k�-T PERMIT#: 7LOCATION: v r INSPECT ON: ` TYPE OF STRUCTURE: Y N N/A COMMENTS F ming J Attic Access 22"x 30"minimum l Jack Studs/Headers CgoV%ALE -M 6AQ�K*-F- F jj Bracing/Bridging fl Joist hangers `l Jack Posts/Main Beams Ml3bt1-�� - Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in.or more Headroom 6 ft. 8 in. ll�� Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I '/z w 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour M�Q- O J V VV5 e Fire wall 2, 3,4 hour i.�'��V E1��\1:`��c�t k-,-) O `c Firestopping ©� �7u Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation C)tD "Ck)\v�t 1:�b House side %z inch or 5/8 inch Type X Garage side 5/8 inch Type X cam: �—p Pts},- `Ta Tzxs- Ceilin wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: (� _ Queensbury Building&Code Enforcement Arrive: amlp Depart: a m 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: `` �P,ERMIT#: LOCATION: INSPECT ON: _ TYPE OF STRUCTU E: Comments Y N N/A 'l Footings -- / U Peers Monoli c Slab R ' forcement 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. Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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. I.\SueHemingway\Building.Codes,Inspection.FURMS\foundation Inspection Report.doc January 28,2003 i Foundation Inspection Report Office No. (518) 761-8256 Date Insp ion request received: Queensbury Building&Code Enforcement Arrive: �arn/pm icoknm anv` m 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: � ERMIT#. _,_ LOCATION: SPECT ON: TYPE OF STRUCTUR : ' e is 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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. T,\SueHermngway\3uilding.(:'odes.inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: 11,4d am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect is Initials: NAME: -kyA kA LrYN PERMIT #: ��� LOCATION: INSPECT N: —f( o <� TYPE OF STRUCTURE: Y N N/A ;. Rough Plumbing Nail Plates Plumbing Vent / Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test / � �l / Drain / Vent (ln c� J44 it / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes Insulation Residential Check/ Commercial Check Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Foundation Inspection Report s ' Office No. (518) 761 8256 Date Inspection re e t r c ve Queensbury Building &Code Enforcement Arrive: pm Depart: ,L ae�2. 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: _ k / V NAME: -_1 - O RMIT#: ��3 r�s LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments _ Y J 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 I of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12inch width 6 inches above footing ( \ 6 mil poly for wet areas under slab Backfill Approval i Plumbing Under Slab PVC/Cast/Copper V Foundation Insulation Interior/Exterior R- ID 2-'` _ -----t- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection r ques r ei d: Queensbury Building &Code Enforcement Arrive: m/p Depart: a 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia NAME: IT#: LOCATION: INSPECT ON: _ � 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 nerete. rials for this purpose on site. undation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width N 6 inches above footing 6 njil poly for wet areas under slab fill Approval i Plumbing Under Slab PVC/Cast/Copper Foundation Insulatio xterior Rough Grade 6 inch drop within 10 ft. < L:\Sueflemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 l l/ Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: 140,0 amlpm DepaVt. apm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: V ,C;, INSPECT ON: TYPE OF STRUCTURE: Comments ---� Y 7 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. Maj&ials fo ose on site. Fo dation/ allpo _ Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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. LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: el-v- am/pm Depart: amlp 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: - NAME: e�K-e(u 4,j,- G. �G PERMIT#: 3 �_ LOCATION: ,,, INSPECT ON: 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. �n . Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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:\SueHenrngwaylBuilding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: 1 NAME: ) ERMIT#: LOCATION: INSPECT ON: rGlf� TYPE OF STRUCTURE: Comments -- Y N 1\/A otings — Piers N�, Monolithic Slab Reinforcement in Place U �c 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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. hASueHemingway\3uilding.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re est r ei d _ Queensbury Building &Code Enforcement Arrive: a pm epart: a _ 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: `RMNAME: 1( i=_1�i a `- —�� ± SPk IT#: _ �7� `'— -�`_2—.. LOCATION: 5)��'t e � SPECT ON: _ 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. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Lci Footing Drain Stone: 12 inch width 6 inches above footing f6 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. LASueHemingway\Building.Codes.Inspec tionTORMSToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requrece Queensbury Building&Code Enforcement Arrive: a pDepart: a 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia NAME: =t-.;1E- i _ PERMIT#: --2 LOCATION: A t r-►: AV) INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings 1 V":"T 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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\SueHeringwayOuilding.Codes.Inspection.FQRMSToundation Inspection Report.doc Januaiy 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: -7 O Queensbury Building &Code Enforcement Arrive: A am/pm Depart: ani/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: _ Pk � e�r PERMIT#: oz`5-`3 7`S LOCATION: �j "— G INSPECT ON 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. Material.s.for this purpose on site. ounda ion/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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:\SueHemingway'tBuilding.Codes.InspectionTORMSToundation Inspection Report.doc Januaiy 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date InspecVmDcpart: Queensbury Building&Code Enforcement Arrive: —�`pm 742 Bay Rd., Queensbury,NY 12804 Inspector's NAME: `C LOCATION: C 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. Materials for this purpose on site. undation/Wallpour IoF Reinforcement in Place LZ Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backflll Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. 1,:\SueHemingway\I3ui}ding.Codes.Inspection.FORMS\Foundation Inspection Repoit.doc January 28,2003 /0-/� Foundation Inspection Report Office No. (518) 761-8256 Date Inspectio®re r ive Queensbury Building &Code Enforcement Arrive: Depart: a m742 Bay Rd., Queensbury, NY 12804 Inspector's IniSSNAME: �teCjA ` - �CL IT#: LOCATION: INSPECT ON- TYPE OF STRUCTURE: Comments 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 oft e concrete. aterials for this moose on site. undation/Wallpour Reinforcement in Place Foundation DampproofingUJ't'� Foundation/Waterproofing Type of Dampproofing/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. LaSueHemingway\Building.Codes.lnspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report ' t Office No. (518)761-8256 Date Inspection re est r eiv Queensbury Building &Code Enforcement Arrive: m/pm Depart: a 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi NAME: �� PC., k PE IT#: _ o l LOCATION: c R PECT ON: 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 I of the concrete. aterials for this purpose on site. i.xFbundation/Wallpour Reinforcement in Place Foundation Dampproofing q 1C I Q�- Foundation/Waterproofing Type of Dampproofing/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:1SueHemingway\Buil ding.Codes,InspectionTORMSWoundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection r frec �0 710 S Queensbury Building &Code Enforcement Arrive: mep rt: ` 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia NAME: L°C_ / K �`— GG LOCATION: c INSPECT ON: jr Ft ev TYPE OF STRUCTURE <2:)ui` d Comments --- ---_ YTNN/A Footin 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 Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/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. I.ASueHem ngway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 BC CALC®2003 DESIGN REPORT - US Monday,May 09,2005 08:24 Single 11 7/8"A.1ST''" 25 MSR File Name: Floor framing.BCC:J01 Job Name: Professional Office Complex Description:Floor joists for Building#1 Address: 333 Queen bury Road Designer: Specifier: �I IV City State,Zip:Queensbury, NY 12804 Designer: Ethan Hall �/ c Customer: Rozell Construction Company: Rucinski H 11 a ure Code reports: BOCA 22-09,SBCCI 9707D,ICBO PFC-5504 Misc: r TO LG E BUILDING ANDCOD Standard Load-50 psf 110 psf 110 psf OC Spacing 4' BO, 1-1/2" 61,1-112" 667 Ibs LL 667 Ibs LL 267 Ibs DL 267 Ibs DL Total Horizontal Length-20-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 20-00-00 Live 50 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1 Partition 10 psf 16" 100% Left Cantilever: No Right Cantilever: No Controls Summary Control Type Value %Allowable Duration Load Case Span Location Slope: 0112 Moment 4667 ft-Ibs 80.0% 100% 2 1 -Internal OC Spacing: 16" Neg.Moment 0 ft-Ibs n/a 100% Repetitive: Yes End Reaction 933 Ibs 81.6% 100% 2 1 -Right Construction Type:Glued Total Load Defl. U376(0.638") 63.8% 2 1 Live Load Defl. U526(0.456") 91.2% 2 1 Live Load: 50 psf Max Defl. 0.638" 63.8% 2 1 Dead Load: 10 psf Span/Depth 20.2 n/a 1 Partition Load: 10 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. Design meets User specked(U480)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for 131 is 1-1/2". evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD-, BC OSB RIM BOARDTm,BOISE GLULAMTm, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUDS,ALLJOIST®and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 ' BC CALC®2003 DESIGN REPORT - US Friday,May 21,2005 08:35 BO�SE" Triple 1 3/4" x 11 7/8"VERSA-LAM®3100 SP File Name: Floor framing.BCC: FB07 Job Name: Professional Office Complex Description:Main beam at filing area Address: 333 Aviation Road Specifier: City,State,Zip:Queensbury,NY 12804 Designer: Ethan Hall Customer. Rozell Construction Company: Rucinski Hall Architecture Code reports: ICBO 5512,NER 629 Misc: Standard Load-50 psf 110 psf Tributary 25-00-00 i 11-04-00 11-04-00 11-04-00 11-04-00 11-04-00 BO 61 B2 B3 B4 B5 7173 lbs LL 23027 lbs LL 22585 lbs LL 19339 lbs LL 16946 lbs LL 6417 lbs LL 1308 lbs DL 4558 lbs DL 4156 lbs DL 3519 lbs DL 3360 lbs DL 1209 lbs DL Total Horizontal Length-56-08-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 56-08-00 Live 50 psf 25-00-00 100% Member Type: Floor Beam Dead 10 psf 25-00-00 90% Number of Spans: 5 1 Unf.Area Left 04-06-00 34-00-00 Live 50 psf 10-00-00 100% Left Cantilever: No Dead 10 psf 10-00-00 90% Right Cantilever. No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 25-00-00 Moment 29520 ft-lbs 92.5% 100% 6 2-Left Neg. Moment -29520 ft-lbs 92.5% 100% 6 1 -Right End Shear 6980 lbs 57.9% 100% 4 1 -Left Cont.Shear 11973 lbs 99.3% 100% 6 1 -Right Live Load: 50 psf Total Load Defl. U398(0.342") 60.3% 4 1 Dead Load: 10 psf Live Load Defl. U453(0.3") 79.5% 4 1 Partition Load: 0 psf Total Neg. Defl. -0.174" 34.7% 4 2 Duration: 100 Max Defl. 0.342" 34.2% 4 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-7/8". particular application. The output Minimum bearing length for 61 is 6-1/8". above is based upon building Minimum bearing length for B2 is 6". code-accepted design properties Minimum bearing length for B3 is 5-1/8". and analysis methods. Installation Minimum bearing length for B4 is 4-1/2". of BOISE engineered wood Minimum bearing length for B5 is 1-3/4". products must be in accordance Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing with the current Installation Guide and the applicable building codes. Connection Diagram To obtain an Installation Guide or if Nailing schedule applies to both sides of the member. you have any questions,please call Member has no side loads. (800)232-0788 before beginning product installation. Connectors are: 16d Sinker Nails BC CALC®, BC FRAMER®, BCIG, a=2" :-- BC RIM BOARD rm BC OSB RIM d b=3" BOARDTTM BOISE GLULAM-rm, c=7-7/8" a /��j VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, e=32 e o T e 0 e F } VERSA-STRANDTm i VERSA-STUD®,ALLJOISTV and C AJSw are trademarks of i Boise Cascade Corporation. e e e 0 0 0 1;, � b Page 1 of 1 SEISMIC REVIEW SUMMARY PROJECT: LOCATION: �J� z��S���`� ZIP CODE: ITEM Value BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 317 (default to site class D) Section 1615.1.1 316 S, (short period) Figure 1615(1) 318 S, (1 second period) Figure 1615(2) 319 F. (site coefficient—short) 2, Table 1615.1.20) 320 F (site coefficient-1 sec.) Table 1615.1.2(2) 320 Sm, (short period adjusted) 0. Equation 16-16 317 Sm, (1 sec. period adjusted) b. 3 y y Equation 16-17 317 SoS (short period) ny Equation 16-18 320 So, (1 sec. period) �. 5� Equation 16-19 320 Seismic Use Group Z Table 1604.5 287 Seismic Design Category p Table 1616.30) 324 (short penod) Seismic Design Category D Table 1616.3(2) 324 (1 sec. period) SEISMIC DESIGN CATEGORY This category determines the (most severe of above two) design analysis and whether MEP systems must be braced. Analysis Procedure Used V. L I y Buz Section 1616.6 326 Building Components Subject To Section 1621 345 Seismic Design Requirements: Architectural Section 1621.1.1 & 345 Mechanical _ ,�t„ti, � :�. Section 1621.1.6 347 Plumbing ditto 347 Electrical ° ditto 347 1�J�C- PROFESSIONAL OFFICE COMPLEX QUEENSBURY, NY STRUCTURAL CALCULATIONS FOR: LATERAL ANALYSIS SNOW LOADING DIAGRAMS PREPARED BY: SCHODER RIVERS ASSOCIATES 231 5-2 RT. 9N LAKE GEORGE, NY 1 2845 CLIENT: RUCINSKI HALL ARCHITECTURE 627 MAPLE AVE. SARATOGA SPRINGS, NY 1 2866 N amm 4�t7�NE0 Shaun M. Rivers NYSPE # 066587 oil-sc s�s " �►y��„_; 3 Qs� ('�� z6.4` � = �.y ESL � � r � ►2 5�SLc —�1 CCti" Cr 1 � Wv•sc s �N fly 4 ��.5�5 � 2 ►�sF / o'�•S` NI1i�' �� i� /� �� �.,�..� �! /� ,, -: ��`� ��v � W�� � = 2 �3� �x���^ .. � ��F Z� �1 ti" ��"r �,�, � r i ram✓ ri'�` '� .�-�k�� �% ��`�� �.D ASS ���,.,. � ���,.� �� �°� �, � � `�° �� 1 � QS / Q �� 5� 3 ti� J a - y oy-5-6- y/17, Lf'JV u 8 35--115 r . I q-(2.v6� . �y Z1-5 ( .:-y)(5-0 (z.3-1 3,, 5- ) = 12. 37 ✓ yt� l u 6_ b30 c J J At lye•`11y.'9)� +- '/z�(�q. 4)(l1/6�+�22.2 ( �/ 3> Al- S �w.�_s �Z��Z�42•s)(15b� t �2. 6 ( N.9���'I�(I21�•sH)l.b ) +- I6o�.9 �y,3) T r. " t4 7 S h�21 i i T C7 LFF� Q f r, Z.t•w 11. e psi t y,o' c•w vW E 2L'tz(9t•S�i�6�)+ in.s��I.q�� = 1113�1. b 2 L �wN.s:2�'/�(9Z.�)�1 �.6)kIW 4.1)] 4- }23.2�11.04— 730 ?-(y3) H (yr gl9.g 'V u r� oq- `f i \ _7 k � � 3 2d, jv n/y Z K oy J v 5-0 ol 1 C I•� � ��I II�L� �f`z-wCf�.rny/� �G �/ l�.a 04-507 Rozell Professional Offices E Date and Time: 4/12/2005 2:56:12 PM 71;� o y-�= MCE Parameters - Conterminous 48 States Zip Code - 12804 Central Latitude = 43.349572 Central Longitude = -073.677666 Data are based on the 0.10 deg grid set Period SA (sec) (%g) 0.2 034.2 Map Value, Soil Factor of 1.0 1.0 010.1 Map Value, Soil Factor of 1.0 MCE Parameters x Specified Soil Factors 0.2 075.6 Soil Factor of 2.21 1.0 035.4 Soil Factor of 3.50 MCE Parameters - Conterminous 48 States Zip Code - 12804 Central Latitude = 43.349572 Central Longitude = -073.677666 Data are based on the 0.10 deg grid set Period SA (sec) (%g) 0.2 034.2 Map Value, Soil Factor of 1.0 1.0 010.1 Map Value, Soil Factor of 1.0 MCE SPECTRUM x SOIL FACTORS Fa = 2.21 Fv = 3.50 Period SA (sec) (%g) 0.000 030.2 0.4FaSs 0.094 07 To 0.200 c�ZS.,� T=0.2, FaSs 0.469 075.6 Ts 0.500 070.9 0.600 059.1 0.700 050.7 0.800 044.3 0.900 039.4 1.000 QSS T=1.0, FvS1 1.100 032.2 1.200 029.6 1.300 027.3 1.400 025.3 1.500 023.6 1.600 022.2 1.700 020.9 1.800 019.7 1.900 018.7 2.000 017.7 x ® M � "J6 00 _ T h®r: ® cr V A 1 3 ► o in ON 0 l c A � V ` 19 i 0 I � 0 , it n I j A 1, cj o o R o o , :�� n 1 �cl .01 15 3 VEST. 18. E WORK TA. MEN 9.WOMEN 1Q. WORK-STA. L4.. � KIT 8• 9 ti�l LARGE CONE 8. 1�' i md3[L319. z 0 QU NJ G 3• 5� WORK TA. VESTA SM. CONF, EiilflSilt�7.M PRINCIPAL 4. i CtI 2 �31 S 6.56 - F FLOOR PLAN ;S -u oy-SZ* Y4165 CJ . OgY �J( F : lglo F+ h1a:A — W Utif 1 WA o -I - Z PZ�(10 6�� s12Ir '��aI - 179e �lY /-) ay-;o- y/3�s — L: � . WVyQ v I- f/A oso 1j, Why, _ �6�'t ( yscs ) 1. �Sy 04 r _ wvy f : 85b / 7� Use-� � ��-' ll�-► ff�F;) �- �o. o (35 y�i�-� f �.d� (��-��IF}� lh Oy-SS y/i3�s �i 5 kz /23 %IR �JfR (2y>i) � .� ��� / 1313 L 28gZ �1�+ 20 _ ►�.�-f r� 3 D'I-Sb yf13/U. G� rr.x FA v Lw� 1 It k >> A , Wvt°Z31 4 J 4'Fy a,.� 4� � 26,1Sb ('t l�, • I ✓S - N�j} 2Z.N1 'tip-.H2 �,�ts �.1 (w,� 4�2 02 i . q6 v3 KJ !7 oy- 5,0�1 yl/y��� 4- L 16- Ia` D+'S �-�Oq t� ✓� c'.Cr C cam.; -�r F i � v i 16- toe vi ' - J,08 ) .o2Vs4— . SOD EZ = e 0 4 — .? S 0 � 1,02 v, — .z (.0q) 'D pfi.�-ll.o8tlst .lo �) 4- o r . Vs 4-:o} I.0 o + . -4-6vs t �5 It - IL7el o ID,+ .q6 +- S 2 oy-S Y�y�as _ � r 16- IL , 60 t- • �- 1.0805 -.(o D) 6 D +- 0 �. 1, 0-:�- 0 i WA 2f y o/o- J 41-o a d4 ul.d3 , ,1--i- o9-S0 1/05 L µL f-r ;.a . L..asel '`t J I 1: 1�►� )Jti Z �d� 4Sky� 4L f taL 2ga t/ Ll 2.S y�ls/aS t 1-7 l d,,,✓ I In Ile YS4i�,.r � �68� 18•Zy�"��}(59.92�-�8�.33 �� � � 7�/ �� � � t)vt 9L L; N/IS'o� �b // W"y YLo' 4oCY �/ �L33� Wvl 4p L � 94.97 6 I.33 Zs py-r'c G� 0 Y L �60 = 44II o� 63.0/ :2�2y ys 11ZN0� So, �SIj �61.�} Q�(6� \' �5y G E . a.o VSSr�wf ' 1��1.D('yo,t1,�'6�51.5', •Q,�(�o) �J�JZZy � �'�' ;2 G G� oq- y�tg/D d)-�lt c�- = ,1 o LjW { y . 1060� 133V 'L ,&--t IA214 WJ a-.4 'j- 0+- V. L;, 12� V IJ2_ q Sys 28 04-507 5/1812005 LHC Load Comb, 1.07D+.76Vs+L+S Roof/Wall/ Lateral Analysis Load Comb„ .6D+W Floor Weight Load Comb,,, .53D+.76Vs �/���J Y Vroof Hf Rf <= Vnoor Hb Rb L Wall Line A Hf(ft) 10.00 Wall L(ft) A.R. 1 A.R.2 Wall Shear(Load Comb„) Wall Shear(Load Comb,,,) Uplift(Load Comb„)' Uplift(Load Comb,,,)` Comp.(Load Comb,) Hb(ft) 0.00 Wall, Wally Total Fndn Wall, Wally Total Fndn Rf Rb R, Rb R, Rb Vertical Loads Al 9.79 1.02 0.001 83 0 1 83 127 53 180 -269 -269 -620 -620 1388 1388 Dead Roof (lb/ft) 72 A2 7.17 1.39 0.001 83 0 83 127 53 180 -420 -420 -753 -753 1388 1388 Dead Wall,(lb/ft) 120 A3 7.17 1.39 0.001 83 0 83 127 53 180 -420 -420 -753 -753 1388 1388 Dead Floor(lb/ft) 0 A4 9.79 1.02 0.001 83 0 83 127 53 180 -269 -269 -620 -620 1388 1388 Dead Wally(lb/ft) 0 Snow Roof(Ib/ft) 200 Live Floor Ib/ft 0 Let ral Load Vw Roof(lb) 2824 Vw Floor Ib) 0 Vs Wally Qb/ft) 40 Vs Wellb(Ib/ft) 0 Vs Roof(lb) 4310 Vs Floor(lb) 2368 Total 33.92 'Negative sign indicates net uplift force ZI -32' 04-507 1 4/19/2005 LHC Load Comb i 1.07D+.76Vs+L-Si Roof/Wall/ Lateral Analysis Load Comb .6D+W Floor Weight Load Comb m .53D+,76Vs / g 6 Uroof H, R �= VII. Hb Rb L Wall Line B H,(ft) 10.00 Wall L(ft) A.R. A.R. Wall Shear(Load Comb 11) Wall Shear(Load Comb 111) Uplift(Load Comb 11) Uplift(Load Comb 111) Comp.(Load Comb 1) Hb(ft) 9.67 1 1 2 Wall, Wallb Total Fndn Wall, Wallb Total Fndn R, Rb R, Rb Rr Rb Vertical Loads Bt 15.50 0.65 0.62 198 0 198 251 143 393 -1606 -3160 -2153 -5614 2538 6371-- Dead Root Ib/ft 0 Dead Wall,pb/ft) 80 i Dead Floor Ib/ft 0 Dead Waltb(lb/ft) 77 Snow Roof(lb/ft) 0 Live Floor(lb/ft) 0 Lateral Loads Vw Roof(lb) 3066 Vw Floor b 0 i Vs Wall,Qb/ft) 7 i Vs Wallb(Ib/ft) 7 Vs Roof(lb) 5006 Vs Floor Ib 2801 Total 15.50 Negative sign indicates net uplift force 3� 04-507 4/19/2005 LHC i Load Comb, 1.07D+.76Vs+LDS/% Roof/Wall/ Lateral Analysis Load Comb„ _6D+W Floor Weight 5J l Load Comb,,, .53D+.76Vs n n (J IVI IVI IVI� Vrool H, R, VOoo Hb ERb L Wall Line C H�Wall 10.00 A.R. A.R. Wall Shear(Load Comb„) Wall Shear(Load Comb,,,) Uplift(Load Comb„) Uplift(Load Comb,,,) Comp.(Load Comb 1) Wall L(ft) Hb(ft) 9.67 1 2 Wall, Wally Total Fndn Wall, Wally Total Fndn R, Rb R, Rb R� Rb Verti al Loads Ct 15.50 0.65 0.62 333 0 333 470 272 742 -2959 -5821 -4342 -11175 4728 11931., Dead Roof lb/ft 0 Dead Wall, (lb/ft) 80 Dead Floor(lb/ft) 0 Dead Wally(lb/ft) 77 / Snow Roof(lb/ft) 0 Live Floor Ib/ft 0 er I Loads Vw Roof(lb) 5163 Vw Floor b 0 Vs Wall,Qb/ft) 7 Vs Wally(lb/ft) 7 Vs Roof(lb) 9472 Vs Floor(lb) 5447 1 Total 15.50 Negative sign indicates net uplift force 3K3l 04-507 5/1 812 005 LHC Load Comb 1.07D+,76Vs+L+S Roof/Wall/ Lateral Analysis Load Comb ii .6D+W Floor Weight Load Comb iii .53D+.76Vs Y — Vrcor H, R, Vnoor Hb Rb L Wall Line D H,(ft) 10.00 Wall L(ft) A.R. 1 A.R.2 Wall Shear(Load Comb 11) Wall Shear(Load Comb,11) Uplift(Load Comb i1)' Uplift(Load Comb ,i)` Comp.(Load Comb i) Hb(ft) 0.00 Wall, Wallb Total Fndn Wall, Wallb Total Fndn R, Rb R, Rb R, Rb Vertical Loads D1 8.67 1.15 0.00 142 0 142 207 99 306 -920 -920 -1478 -1478 2189 2189 Dead Roof Ib/ft 72 D2 8.67 1.15 0.00 142 0 142 207 99 306 -920 -920 -1478 -1478 2189 2189 Dead Wall,(lb/ft) 120 D3 8.67 1.15 0.00 142 0 142 207 99 306 -920 -920 -1478 -1478 2189 2189 Dead Floor Ib/ft 0 D4 8.67 1.15 0.00 142 0 142 207 99 306 -920 -920 -1478 -1478 2189 2189 Dead Wallb pb/ft) 0 Snow Roof Ib/ft 200 Live Floor Ib/ft 0 Lateral Loads Vw Roof(lb) 4921 Vw Floor(lb) 0 Vs Wall,(lb/ft) 40 Vs Wallb(Ib/ft) 0 Vs Roof(lb) 8064 Vs Floor lb 4516 Total 34.68 Negative sign indicates net uplift force 2 04-507 5/18/2005 LHC Load Comb, 1.07D+.76Vs+L+S Roof/Wall/ Lateral Analysis Load Comb„ .6D+W Floor Weight Load Comb,,, .53D+.76Vs Vroof H, R, �= Vfloo, Hb , Rb L Wall Line E H,(ft) 10.00 Wall L(ft) A.R. 1 A,R.2 Wall Shear(Load Comb„) Wall Shear(Load Comb„j) Uplift(Load Comb„)' Uplift(Load Comb,,,)` Comp.(Load Comb,) Hb(ft) 0.00 Wall, Wallb Total Fndn Wall, Wallb Total Fndn R, Rb R, Rb R, Rb V icalLoads E1 6.79 1.47 0.00 114 0 114 249 136 385 207 207 -1148 -1148 3807 3807 Dead Roof Ib/ft 540 E2 6.79 1.47 0.00 114 0 114 249 136 385 207 207 -1148 -1148 3807 3807 Dead Wall,(lb/ft) 120 E3 6.79 1.47 0.00 114 0 114 249 136 385 207 207 -1148 -1148 3807 3807 Dead Floor(lblft) 0 E4 18.42 0.54 0.00 114 0 114 249 136 385 2510 2510 886 886 3807 3807 Dead W811b(lb/ft) 0 Snow Roof(lb/ft) 1500 Live Floor Ib/ft 0 Let ral Loads Vw Roof(lb) 4411 Vw Floor(lb) 0 Vs Wall, (Ib/ft) 40 Vs Wallb(lb/ft) 0 Vs Roof(lb) 11146 Vs Floor Ib) 6943 Total 38.79 Negative sign indicates net uplift force 04- 7 �7 50 5/1 812 005 LHC Load Comb 1.07D+.76Vs+L+S Roof/Wall/ Lateral Analysis Load Comb n .6D+W Floor Weight Load Comb iii .53D+.76Vs Vroot H, R1 Vfloor Hb Rb L Wall Line 0 H,(ft) 10.00 Wall L(ft) A,R. 1 A.R.2 Wall Shear(Load Comb i,) Wall Shear(Load Comb i„) Uplift(Load Comb I,)` Uplift(Load Comb iI,)` Comp. (Load Comb ) Hb(ft) 0.00 Wall, Wallb Total Fndn Wall, Wallb Total Fndn R, Rb R, Rb R, Rb Vertical Loads G1 6.79 1.47 0.00 138 0 138 277 152 429 -35 -35 -1431 -1431 4090 4090 Dead Root (lb/ft) 540 G2 6.79 1.47 0.00 138 0 138 277 152 429 -35 -35 -1431 -1431 4090 4090 Dead Wall,(lb/ft) 120 G3 11.79 0.85 0.00 138 0 138 277 152 429 955 955 -557 -557 4090 4090 Dead Floor(lb/ft) 0 G4 11.79 0.85 0.00 138 0 138 277 152 429 955 955 -557 -557 4090 4090 Dead Wallb(lb/ft) 0 Snow Roof(lb/ft) 1500 Live Floor Ib/ft 0 Lateral Loads Vw Roof(lb) 5125 Vw Floor Ib) 0 Vs Wall,(Ib/ft) 40 Vs Wallb(Ib/ft) 0 Vs Roof(lb) 12061 Vs Floor(lb) 7435 Total 37.16 `Negative sign indicates net uplift force �y 04- 07 5/1812005 LHC Load Comb i 1.07D+.76Vs+L+S Roof/Wall/ Lateral Analysis Load Comb ii .6D+W Floor Weight Load Comb iii .53D+.76Vs Vrooi Hi Ri Vfloor Hb Rb L Wall Line H HI(ft) 10.00 Wall L(ft) A.R. 1 A.R.2 Wall Shear(Load Comb ii) Wall Shear(Load Comb,11) Uplift(Load Comb I,)* Uplift(Load Comb iI,)• Comp.(Load Comb i) Hb(ft) 0.00 1 Wall, Wallb Total Fndn Wall, Wallb Total Fndn R, Rb Ri Rb R, Rb Vertical Loads H1 6.79 1.47 0.00 84 0 84 112 44 156 -591 -591 -750 -750 1051 1 1051 Dead Roof Ib/ft) 0 H2 6.79 1.47 0.00 84 0 84 112 44 156 -591 -591 -750 -750 1051 1051 Dead Wall,(lb/ft) 120 Dead Floor Ib/ft 0 Dead Wallb(lb/ft) 0 Snow Roof(lb/ft) 0 Live Floor(lb/ft) 0 Lateral Load Vw Roof(lb) 1134 Vw Floor(lb) 0 Vs Wall, (lb/ft) 40 Vs Wallb(lb/ft) 0 Vs Roof(lb) 1454 Vs Floor(lb) 782 W11 Negative sign indicates net uplift force 35 12, 112 10 & do 2. L,�Dx 5t SAY- LAOI— RrsCrn�ci N.A. 7. to L.J pot �>'✓ t � �� I/O �1�1� f V Will . I� oN—5;-°= 17 Ar —.� �� �� ,��,,,� ► , � Cam. . U /vj ,', S-y� � 0�sus o•u•��i.�ti�._;_�.� x G y G 17 /�-=. COMPANY PROJECT O`1 S WoodWorksl�! 51))C WdRf FOR NC�Of)REJ)GN I Apr,19,2006 17:37:10 endpost.wwc � L Design Check Calculation Sheet I LOADS: 1 tbs,psf,or pif) i Load Type Distribution Magri itude Location [ft; Pattern Start End Start End Load? 1 Dead Axial 9100 (Eccentricity = 0.0 in I MAXIMUM REACTIONS (113s) and BEARING LENGTHS : I, Lumber n-ply, S-P-F(S), No.2, 2xV, 2-Plys pinned base,Loadface=width(b)built-up fastener:nails Ke x Lb:1.00 x 0.00=0.00[ft]Ke x Ld:1.00 x 10.00=10.00[ft]repetitive factor:applied where permitted(refer to online help)Load Combinations:ASCE 7-95 SECTION vs. DESIGN CODE NDS-1997:(stress=psi,and in � f Cri.teri.on lArjalysis Value Design Va ,:;31 VS s/De,__ Axial Bearing fg 7g' 5'_ i ADDITIONAL DATA: EACTORS: F CD CM Ct CL CF CV Cfu Cr LCA Fc' = 1000 0.90 1.00 1.00 .1 ...__lion 1.00 1.00 Fg' = 1220 0.90 _.00 - ia1 LC# _ _ D ;only, P = 9100 its Kf = _.UC (C=dead L=live S=snow w=wind _=impact _onstc-lct_ n) (Ail LC's are listed in the Analysis output? DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. j 2.BUILT-UP COLUMNS:nailed or bolted built-up columns shall conform to the provisions of NDS Clause 15.3. COMPANY PROJECT y" i Woodwork!� _ .tor TWAR/#'OR WOUt)t)tSIGN I Apr. 19,2005 17:50:08 endpost2.wwc Design Check Calculation Sheet I LOADS: (Ibs,psf,or pff I L.,ad Type Distribution Magnitude Location [ftl Pattern Start. End Start End Load^ Dead I Axial 1 13 50 (Eccen ricity = 0.0 in MAXIMUM REACTIONS (Ibs)and BEARING LENGTHS : I I a 10, Lumber n-ply, S. Pine, No.2, W", 2-Plys pinned base,Loadface=width(b)built-up fastener.nails Ke x Lb:1.00 x 0.00=0.00[ft]Ke x Ld:1.00 x 10.00--10.00[ftj repetitive factor:applied where permitted(refer to online help)Load Combinations:ASCE 7-95 SECTION vs. DESIGN CODE NDS-1997:(stress=psi,and in) �Ar,ai 5i� ''aiuu Deign Val_�e Analys fc al Beari tq = 3 1 Fg' - ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LCµ Fc' = 1-450 0.90 1.00 1.00 _.10 (Cp = 0.560) i._ LC$ 1 = C onl,, F =1 _49 its ;,f = �.Ov (D=dead L=live s=snow Fi=win_ _=impact constructi-r;i (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. BUILT-UP COLUMNS:nailed or bolted built-up columns shall conform to the provisions of NDS Clause 15.3. Y oy-5,Z yb- o2L �(LI _ ,.tr�.z)/.s��11�( i � .a�vs�. �gy) �. �y ✓s JL 1.Ls �/>� � .5'�l� f•0X.�6V5/ ozy) S 1v":ii�;.11�.�J �i.liw�. 1+�.,,✓, �.,.�r ._.�. . UA,��� ��/w� �.1.'��-'r•.ti� `�Lt:e`'1-: Vj p.-.i� t W�1tI e I . iq 12a61#1 ( 3�.16'� -31�17/4- y/ py_So7 y�2lw LjJ i.14 �4,6 � r. hz" y fz610 i y3 Air "V,- 20 60 2 vnsTytib x I'/z"rr,:�s �j 4,YJC 413 Oy-37) jv- C se�- .x = I60,oy 5 F,, r r' 1 � i. 36 t o B�aa n�X I y . o� �o w IL_Y/v,'j'/ >lr /�'U �� •'r 2_wk---- V,�� �"i 'l .- 1 a� y� y�Zi�o U� ; � f�J U vn S r6ZB ✓) �36� -�Cemm m a- �� � t Zx t� s �, �?iv) 16d�n. 4 . Y6 Yh��� Yb S41 l IV- ►6ti Sp. = I x3 v� / 1 fib`✓- �t VL Or !V3 d 76 oy-�-- 4'vl oq-o* 31) \V-�x pff V Ly �0 I.o:4-P 4— 4 VS v 41 G i 5/ oq-� rJA IT -< 52 04-507 5/18/2005 LHC Load Comb i 1.07D+.76Vs+L+S Roof/Wall/ Lateral Analysis Load Comb ii .6D+W Floor Weight Load Comb iii .53D+.76Vs Vroof H, R, / Vfloor Hb �J Rb L Wall Line I H,(ft) 10.00 Wall L(ft) A.R. 1 A.R.2 Wall Shear(Load Comb ii) Wall Shear(Load Comb 111) Uplift(Load Comb i)* Uplift(Load Comb i,,)* Comp.(Load Comb,) Hb(ft) 0.00 1 Wall, Wallb Total Fndn Wall, Wallb Total Fndn R, Rb R, Rb R, Rb Vertical Loads 11 13.39 0.75 0.00 163 0 163 176 82 257 -854 -854 -923 -923 1875 1875 Dead Roof Ib/ft 72 12 9.24 1.08 0.00 163 0 163 176 82 257 -1093 -1093 -1134 -1134 1875 1875 Dead Wall,(lb/ft) 120 13 9.57 1.04 0.00 163 0 163 176 82 257 -1074 -1074 -1118 -1118 1875 1875 Dead Floor Ib/ft 0 14 13.39 0.75 0.00 163 0 163 176 82 257 -854 -854 -923 -923 1875 1875 Dead Wall,,(lb/ft) 0 Snow Roof Ib/ft 200 Live Floor Ib/ft 0 Literal Loads Vw Roof(lb) 7410 Vw Floor(Ib 0 Vs Wall,(Ib/ft) 40 Vs Wallb(lb/ft) 0 Vs Roof(lb) 8713 Vs Floor(lb) 4889 Total 45.59 Negative sign indicates net uplift force 53 04-507 5/1812005 LHC Load Comb, 1.07D+.76Vs+L+S Roof/Wall/ Lateral Analysis Load Comb„ .6D+W Floor Weight Load Comb,,, .531)+.76Vs V Uroot H� Vfloor He Rb L ILive e J Wall Shear Load Comb ) Wall Shear(Load Comb Uplift Load Comb )' Uplift Load Comb ,)' Comp. Load Comb 10.00 Wall L(ft) A.R. 1 A.R.2 ( u nJ P ( u P ( u P•( J 0.00 Wally Wallb Total Fndn Wall, Wallb Total Fndn R, Rb R, Rb R, Rb oads J1 7.11 1.41 0.00 174 0 174 186 87 273 -1327 -1327 -1342 -1342 1975 1975 of Ib/ft) 72 J2 7.11 1.41 0.00 174 0 174 186 87 273 1327 1327 1342 1342 1975 1975 ally(Ib/ft) 120 J3 7.11 1.41 0.00 174 0 174 186 87 273 -1327 -1327 -1342 1342 1975 1975 or(lb/ft) 0 J4 7.11 1.41 0.00 174 0 174 186 87 273 1327 -1327 1342 1342 1975 1975 allb(Iblft) 0 J5 7.11 1,41 0.00 174 0 174 186 87 273 -1327 -1327 -1342 -1342 1975 1975 oof(Ib/ft) 200 J6 7.11 1.41 0.00 174 0 174 186 87 273 -1327 -1327 -1342 -1342 1975 1975 or Ib/ft 0 to al Lo ds Vw Roof lb) 7410 Vw Floor lb) 0 Vs Wall,(Ib/ft) 40 VS Wallb(lb)ft) 0 Vs Roof(lb) 8713 Vs Floor Ib 4889 Total 42.66 'Negative sign indicates net uplift force 54 04-507 5/18/2005 LHC Load Comb 1.07D+.76Vs+L+S Roof/Wall/ Lateral Analysis Load Comb ii .6D+W Floor Weight Load Comb .53D+.76Vs Vroof H, R, �= Vfloor He Rb L Wall Line K H,(ft) 10.00 Wall L(ft) A.R. 1 A.R,2 Wall Shear(Load Comb 11) Wall Shear(Load Comb i„) Uplift(Load Comb,)- Uplift(Load Comb iI,)* Comp.(Load Comb i) Hb(ft) 0.00 Wall, Wally Total Fndn Wall, Wally Total Fndn R, Re R, Re R, Rb Vertical Loads K1 7.09 1.41 0.00 198 0 198 253 131 385 -413 -413 -998 -998 4050 4050 Dead Roof Ib/ft 617 K2 7.09 1.41 0.00 198 0 198 253 131 385 -413 -413 -998 -998 4050 4050 Dead Wall,(Ib/ft) 120 K3 7.09 1.41 0.00 198 0 198 253 131 385 -413 -413 -998 -998 4050 4050 Dead Floor Ib/ft 0 K4 7.09 1.41 0.00 198 0 198 253 131 385 -413 -413 -998 -998 4050 4050 Dead Wally(lb/ft) 0 Snow Roof Ib/ft 1713 Live Floor Ib/ft 0 L teral Loads Vw Roof(lb) 5618 Vw Floor(lb) 0 Vs Wall,(lb/ft) 40 Vs Wall,,(lb/ft) 0 Vs Roof(lb) 8323 Vs Floor(lb) 4898 Total 28.36 Negative sign indicates net uplift force 55 04-507 5/18/2005 LHC Load Comb, 1.07D+.76Vs+L+S Roof/Wall/ Lateral Analysis Load Comb„ .6D+W Floor Weight Load Comb,,, .53D+.76Vs uroo( H, �J R, /�--7 Vnoor Hb —J Rb L Wall Line L H,(ft) 10.00 Wall L(ft) A.R. 1 A.R.2 Wall Shear(Load Comb„) Wall Shear(Load Comb,,,) Uplift(Load Comb„)" Uplift(Load Comb,,,)' Comp.(Load Comb,) Hb(ft) 0.00 1 Wall, Wallb Total Fndn Wall, Wallb Total Fndn R, Rb R, Rb R, Rp Vertical Loads L1 6.56 1.52 0.00 214 0 214 271 142 413 -691 -691 -1281 -1281 4230 1 4230 Dead Roof Ib/ft) 617 L2 6.56 1.52 0.00 214 0 214 271 142 413 -691 -691 -1281 -1281 4230 4230 Dead Wall,(lb/ft) 120 L3 6.56 1.52 0.00 214 0 214 271 142 413 -691 -691 -1281 -1281 4230 4230 Dead Floor Ib/ft 0 L4 6.56 1.52 0.00 214 0 214 271 142 413 -691 -691 -1281 -1281 4230 4230 Dead Wallb(lb/ft) 0 Snow Roof Ib/ft 1713 Live Floor(lb/ft) 0 L teral Loads Vw Roof(lb) 5616 Vw Floor(lb) 0 Vs Wall, Qblft) 40 Vs Wallb Mft) 0 Vs Roof(lb) 8323 Vs Floor(lb 4898 Total 26.24 Negative sign indicates net uplift force bN- G�C. 4 (J 1 YU'l 6 lz (7) Z,, �� (z) S,��Cs) z s��� g�st �,� s � �� ;�. z S V1 1uS,,uC • Vv_z i _ S � l3 ( �/�•66 = Z3.3 ��.� - i,►u �L� � Z 6.Z� ') _ -3 ley S/V L�x W I o 'l ,��_ ' Lk i Wj ) C 0 10. JoAg ZA C"14 ml co) 17 ----------- S` oy.P Y/Ille l� Lg2 — � .�,�`�'''^ � lh�'bl b-^.�n-- w•-.�{ L � K, 02_ �j�J /�plJ�'�,n� In,�-s��i��'' � ..J� �IIZ vs "-' 7160 5 w '\ ��sa— �� S TCZ 9 =311° oy-S� G� �Z r +J 1 S,a 43 N3 ZS-�' �•6 Z i63 62 W.%s� iCZ fr: t 2 � 6/ 7/U/)S i9 84 l3�z- -17 Eastern N + Contract P.O.Bt {u Drilling Ballston and ` Testing Phone: (518)899-745 Fax: (518)899 749$ CONCRETE FIELD OBSERVATION REPORT Project: Queensbury Avenue-Queensbury,NY Report No.: C-062305 Client: Rozell Industries Date: June 23,2005 Contractor: Rozell industries Job No.: AT-05-003 Concrete Supplier- Jointa Galusha Mix No.: Weather: Clear Sunny Air Temp.:AM PM 80 General Placement location: Northeast Wail Sheet: 1 or 1 TIME WATER DATA(gal.)1yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty Agg. +Field Total Total in. Air Temp. Specimen Set No./Remarks 1 6558 4560 11 12:40 1:22 7.00 7.25 83 Set#1 ASTM Procedures C143 C231 C1064 REMARKS: CUBIC YARDS PLACED: 33 REJECTED: 0 TECHNICIAN: Darrell Rosters COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs. Type Strength(psi) FIELD DATA BY: 1 4285 6.0 28.27 6/30 7 96,500 A 3410 SJB Services 4286 7/21 28 4287 7/21 28 TRANSPORTATION 4288 BY: SJB Services DATE RECEIVED: 6/24/2005 Specification Requirement at 28 days 4000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split �� r Cast in accord with ASTM C-31 C=Cone and Shear \/ D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696.7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 r Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Queensbury Avenue-Queensbury,NY Report No C-062805 Client: Rozell Industries Date: June 28,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Jointa Galusha Mix No Weather: Overcast Air Temp AM PM 84 General Placement Location: North and East walls Sheet: 1 of 1 TIME WATER DATA(gal.)/A. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Em A . +Field Total Total in. Air Temp. Specimen Set No./Remarks 1 6705 4563 11 01:57 2:40 7.25 6.00 88 Set#1 ASTM Procedures C143 7231 C1064 REMARKS: Arrived late,pour started at 1:00 pm Tested concrete and took samples from the last truck. CUBIC YARDS PLACED: 11 REJECTED: 0 TECHNICIAN: Darrell Roeters COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs. Type Strength(psi) FIELD DATA BY: 1 4322 6.0 28.27 715 7 74,000 A 2620 SJB Services 4323 7/26 28 4324 7/26 28 TRANSPORTATION 4325 BY: SJB Services DATE RECEIVED: 6/29/2005 Specification Requirement at 28 days 3000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Contract Eastern New York Office P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Queensbury Avenue-Queensbury,NY Report No C 061705 Client: Rozell Industries Date: June 17,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete supplier: Jointa Galusha Mix No.: Weather: Rain Air Tem .:AM PM 78 General Placement Location: Footings Sheet: 1 of 1 TIME WATER DATA I. /yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Emply A +Field Total Total in. Air Temp. Specimen Set No./Remarks 1 6370 4562 11 12:16 12:45 1:45 5.25 4.8 79 Set#1 2 6371 4557 11 01:05 1:45 3:30 ASTM Procedures C143 1 C231 1 C1064 REMARKS: CUBIC YARDS PLACED: 22 REJECTED: 0 TECHNICIAN: Bryan Lashway COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) (lbs.) Type Strength( si FIELD DATA BY: 1 4239 6.0 28.27 6/24 7 90,000 A 3180 SJB Services 4240 7/7 28 4241 7/7 28 TRANSPORTATION 4242 BY: SJB Services DATE RECEIVED: 6/18/2005 Specification Requirement at 28 days 0000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM B=Cone and Split Cast in accord with ASTM C-3131 C=Cone and Shear J\ ✓Y-Ji D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No.: C-070605 Client Rozell Industries Date: July 6,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Jointa Galusha Mix No.: Weather: Overcast Air Temp.:AM 76 PM General Placement Location: West Walls Sheet: 1 of 1 TIME WATER DATA(gaI.)/yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Em Agg. +Field Total Total in. Air Tem S imen Set No./Remarks 1 6919 4563 7.25 11:00 11:15 11:48 3.75 4.00 88 Set#1 2 6920 4545 7.25 11:18 11:50 ASTM Procedures C143 C231 C1064 REMARKS: Product Code 3001 CUBIC YARDS PLACED: 14.5 REJECTED: 0 TECHNICIAN: Darrell Rosters COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs. Type Strength(psi) FIELD DATA BY: 1 4351 6.0 28.27 7/13 7 98,000 A 3470 SJB Services 4352 6.0 28.27 8/3 28 119,000 A 4210 4353 6.0 28.27 8/3 28 118,000 A 4170 TRANSPORTATION 4354 6.0 28.27 8/3 28 122,000 A 4320 BY: SJB Services DATE RECEIVED: 7/8/2005 Specification Requirement at 28 days 3000 Cylinder Size:6-x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split � � /�-----� Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 ' Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No.: C-072705 Client: Rozeil Industries Date: July 27 2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Pallette Mix No.: Weather: Overcast Air Temp•AM 81 PM General Placement Location: Manor Drive Foundation Footing Sheet: 1 of 1 TIME WATER DATAIgal,11yd, Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge EmptyA . +Field Total Total in. Air Temp. Specimen Set No./Remarks 1 7621 4554 10.5 09:25 9:50 10:25 0 8 8 4.25 4.00 83 Set#1 2 7622 4563 10.5 09:50 10:30 10:55 0 0 0 3 1 7623 1 4545 10.5 10:35 11:00 1 11:05 0 0 0 ASTM Procedures I C143 C231 C1064 REMARKS: CUBIC YARDS PLACED: 31.5 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs.) Type Stren h si FIELD DATA BY: 1 4578 6.0 28.27 8/3 7 92,000 A 3250 SJB Services 4579 8/24 28 4580 8/24 28 TRANSPORTATION 4581 BY: SJB Services DATE RECEIVED: 7/28/2005 Specification Requirement at 28 days 3o0p Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split r w Cast in accord with ASTM C-31 C=Cone and Shear LlJ ✓[/� D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 x Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No.: C-070605 Client: Rozell Industries Date: July 6 2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Jointa Galusha Mix No.: Weather: Overcast Air Temp•AM 76 PM General Placement Location: West Walls Sheet: 1 of 1 TIME WATER DATA(gal.)/yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Dischar a Em A . +Field Total Total (in. Air Tem S cimen Set No./Remarks 1 6919 4563 7.25 11:00 11:15 1148 3.75 4.00 88 Set#1 2 6920 4545 7.25 11:18 11:50 ASTM Procedures I C143 C231 1 C1064 REMARKS: Product Code 3001 CUBIC YARDS PLACED: 14.5 REJECTED: 0 TECHNICIAN: Darrell Rosters COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) (lbs.) Type —Strength(psi) FIELD DATA BY: 1 4351 6.0 28.27 7/13 7 98,000 A 3470 SJB Services 4352 8/3 28 4353 8/3 28 TRANSPORTATION 4354 BY: SJB Services DATE RECEIVED: 7/8/2005 Specification Requirement at 28 days 3000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM G172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split � ^ � /J Cast in accord with ASTM C-31 C=Cone and Shear A/ Jl D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 :. Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 L MA CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No.: C-063005 Client: Rozell Industries Date: June 30,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier Jointa Galusha Mix No.: Weather: Overcast Air Temp.:AM 81 PM General Placement Location: South Walls Sheet: 1 Of 1 TIME WATER DATA(gal.)/yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty Agg. +Field Total Total in. Air Temp. Specimen Set No./Remarks 1 6802 14545 8 12:12 12:40 1:09 7.25 5.25 87 Set#1 2 6803 4544 8 12:35 1:11 1:40 ASTM Procedures C143 C231 I C1064 REMARKS: Product Code 3001 CUBIC YARDS PLACED: 16 REJECTED: 0 TECHNICIAN: Darrell Rosters COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) (lbs.) Type Strength(psi) FIELD DATA BY: 1 4331 6.0 28.27 7/7 7 67,000 A 2370 SJB Services 4332 7/28 28 4333 7/28 28 TRANSPORTATION 4334 BY: SJB Services DATE RECEIVED: 711/2005 Specification Requirement at 28 days L3000 Cylinder Size:6-x 12-unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear l D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696.7359 Eastern New Yor>i, ICe Contract P.O.Box 2199 Drilling and Ballston Spa,NY 12020 Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No.: C 071205 Client: Rozeli Industries Date: July 12,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Jointa Galusha Mix No Weather: Sunny Air Temp•AM 95 PM General Placement Location: 16 yds placed on site closest to Aviation Rd for Foundation Sheet 1 of 1 Base,4 yds placed on site closest to Manor Dr for patch work TIME WATER DATA 1. /yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Em Agg. +Field Total Total (in.) Air Tem . Specimen Set No./Remarks 1 7098 4557 10 11:45 12:12 12:55 6.00 7.50 91 Set#1 2 7099 4559 10 12:38 1:02 2:10 ASTM Procedures C143 7231 C1064 REMARKS: Poured in two different locations CUBIC YARDS PLACED: 20 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs. Type Strength(psi) FIELD DATA BY: 1 4428 6.0 28.27 7/19 7 70,000 A 2480 SJB Services 4429 8/9 28 4430 8/9 28 TRANSPORTATION 4431 BY: SJB Services DATE RECEIVED: 7/13/2005 Specification Requirement at 28 days 3000 Cylinder Size:6"x 12-unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 r Eastern New York Office e Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury NY Report No• C 071505 Client: Rozell Industries Date: July 15,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Jointa Galusha Mix No Weather: Overcast,Hot,Humid Air Temp•AM 85 PM General Placement Location: Wall Structure Closest to Aviation Rd Sheet: 1 of 1 TIME WATER DATA(gal.)/yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty Agg. +Field Total Total in. Air Temp. Specimen Set No./Remarks 1 7235 4563 9 09:50 10:20 10:27 7.00 9.50 85 Set#1 2 7236 4562 9 10:10 10:32 11:04 3 7237 1 4557 8.5 10:38 11:06 ASTM Procedures C143 C231 C1064 REMARKS: CUBIC YARDS PLACED: 26.5 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) Ibs. T Shen th(psi) FIELD DATA BY: 1 4446 6.0 28.27 7/22 7 63,500 A 2250 SJB Services 4447 7/22 7 60,000 A 2120 4448 8/12 28 TRANSPORTATION 4449 BY: SJB Services DATE RECEIVED: 7/1 812 0 0 5 Specification Requirement at 28 days 3000 Cylinder Size:6"x 12'unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM B=Cone and Split _ Cast in accord with ASTM C-3131 C=Cone and Shear ..A .7�1 D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project. Queensbury Avenue-Queensbury,NY Report No C-062305 Client: Rozell Industries Date: June 23 2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Jointa Galusha Mix No Weather. Clear,Sunny Air Temp.:AM PM 80 General Placement Location: Northeast Wall Sheet: 1 of 1 TIME WATER DATA 1. /yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Dischar a Em A +Fieki Total Total in. Air Tem Se2cimen Set No./Remarks 1 6558 4560 11 12:40 1:22 7.00 7.25 83 Set#1 ASTM Procedures C143 C231 C1064 REMARKS: CUBIC YARDS PLACED: 33 REJECTED: 0 TECHNICIAN: Darrell Roeters COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs. Type Strength(psi) FIELD DATA BY: 1 4285 6.0 28.27 6/30 7 96,500 A 3410 SJB Services 4286 6.0 28.27 7/21 28 104,000 A 3860 4287 6.0 28.27 7/21 28 107,000 A 3780 TRANSPORTATION 4288 6.0 28.27 7/21 28 106,000 A 3750 BY: SJB Services DATE RECEIVED: 6/24/2005 Specification Requirement at 28 days 3000 Cylinder Size:6'x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC.Tested in accord with ASTM C-39 B=Cone and Split .� / / < Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project. Aviation Rd Professional Building-Queensbury NY Report No• C-072105 Client: Rozell Industries — Date: July 21 2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Pallette Mlx No. Weather: Sunny Air Temp.:AM PM General Placement Location: Floor For Foundation Structure Sheet: 1 of 1 TIME WATER DATA (gal. /yd. AdPlanded: Load Ticket Truck Cubic Start In t Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty Agg. +Field Total Total in. Air Tem Specimen Set NoJRemarks 1 7402 4559 10.5 07.45 8:20 8:45 0 10 10 8,50 7.00 90 Set#1 2 7403 4557 10.5 08:05 8:45 8:58 0 60 60 3 7404 4558 10.5 8:20 9:00 1 9:17 0 30 30 ASTM Procedures C143 C231 1 C1064 REMARKS: CUBIC YARDS PLACED: 31.5 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs.) Type Strength(psi) FIELD DATA BY: 1 4478 6.0 28.27 7/28 7 82,000 A 2900 SJB Services 4479 8/18 28 4480 8/18 28 TRANSPORTATION 4481 BY: SJB Services DATE RECEIVED: 7122/2005 Specification Requirement at 28 days 30W Cylinder Size:6-x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split r Q Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stan on E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649.8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: HU-238 Report No• C-061705 Client: Rozell Industries Date: June 17,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Mix No.: Weather: Air Temp.:AM PM General Placement Location: HU-238 Sheet: 1 of 1 TIME WATER DATA(gal.)! d. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty A +Field Total Total in.) Air Temp. Specimen Set No./Remarks ASTM Procedures C143 1 C231 1 C1064 REMARKS: Field Data By Client Cylinders fabricated by client. CUBIC YARDS PLACED: REJECTED: TECHNICIAN: Client COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs. Type Strength(psi) FIELD DATA BY: 1 4248 6.0 28.27 6/24 7 150,500 A 5320 Client 4249 6.0 28.27 6/24 7 144,500 A 5110 4250 6.0 28.27 7/15 28 171,000 A 6050 TRANSPORTATION 4251 6.0 28.27 7/15 28 164,000 A 5800 BY: Client DATE RECEIVED: 6/18/2005 Specification Requirement at 28 days Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 8=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Queensbury Avenue-Queensbury,NY Report No.: C-061705 Client: Rozell Industries Date: June 17,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Jointa Galusha Mix No.: Weather Rain Air Temp.:AM PM 78 General Placement Location: Footings Sheet: 1 of 1 TIME WATER DATA I. 1 yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Dischar a Em A +Field Total Total in. Air Temp. Specimen Set No./Remarks 1 6370 4562 11 12:16 12:45 1:45 5.25 4.8 79 Set#1 2 6371 4557 11 01:05 1:45 3:30 ASTM Procedures C143 C231 C1064 REMARKS: CUBIC YARDS PLACED 22 REJECTED: 0 TECHNICIAN: Bryan Lashway COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) Type Strength(psi) FIELD DATA BY: 1 4239 6.0 28.27 6/24 7 90,000 A 3180 SJB Services 4240 6.0 28.27 717 28 113,500 A 4010 4241 6.0 28.27 7/7 28 113.000 A 4000 TRANSPORTATION 4242 6.0 28.27 7/7 28 114,500 A 4050 BY: SJB Services DATE RECEIVED: 6/18/2005 Specification Requirement at 28 days 4000 Cylinder Size:6"x 12-unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split ^ Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office - Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No• C 072005 Client: Rozell Industries Date: July 20 2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier Jointa Galusha Mix No.: 3001 Weather: Clear,Sunny Au Temp•AM 78 PM General Placement Location: Building#2 North/West Walls Sheet: 1 of 1 TIME WATER DATA al. /yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump I % Conc. No. No. No. Yards Batched Discharge Empty Agg. +Field Total Total in. Air Tem _Specimen Set No./Remarks 1 7365 4558 8.75 09:36 10:00 10:15 8.50 5.20 82 Set#1 2 4542 ASTM Procedures C143 C231 C1064 REMARKS: CUBIC YARDS PLACED: 33 REJECTED: 0 TECHNICIAN: Darrell Rosters COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs. Type Strength(psi) FIELD DATA BY: 1 4490 6.0 28.27 7/27 7 64,000 A 2260 SJB Services 4491 8/17 28 4492 8117 28 TRANSPORTATION 4493 BY: SJB Services DATE RECEIVED: 7/21/2005 Specification Requirement at 28 days 3000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 8=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear _�1G►�" D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling and Ballston Spa,NY 12020 Testing Phone: (518)899-7491 a Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project Aviation Rd Professional Building-Queensbury,NY Report No C 063005 Client: Rozell Industries Date: June 30,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Jointa Galusha Mix No Weather: Overcast Air Temp.:AM 81 PM General Placement Location: South Walls Sheet: 1 O 1 TIME WATER DATA (gal. / Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge 1 Empty A . +Field Total Total in. Air Temp. S ecimen Set No./Remarks 1 6802 4545 8 12:12 12:40 1:09 7.25 5.25 87 Set#1 2 6803 4544 8 12:35 1:11 1:40 ASTM Procedures C 443 C231 I C1064 REMARKS: Product Code 3001 CUBIC YARDS PLACED: 16 REJECTED: 0 TECHNICIAN: Darrell Rooters COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs.) Type __.Strength(psi) FIELD DATA BY: 1 4331 6.0 28.27 7/7 7 67,000 A 2370 SJB Services 4332 6.0 28.27 7/28 28 79,000 A 2790 4333 6.0 28.27 7/28 28 78,500 A 2780 TRANSPORTATION 4334 8/29 56 BY: SJB Services DATE RECEIVED: 7/1/2005 Specification Requirement at 28 days 3000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES, ,IIIN(C.. Tested in accord with ASTM C-39 B=Cone and Split �f%',� ✓J !/ Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 r and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No.: C-072605 Client: Rozell Industries Date: July 26,2005 Contractor: Rozeli Industries Job No.: AT-05-003 Concrete Supplier: Pallette Mix No.: Weather: Hot,Sunny Air Temp.:AM 85 PM General Placement Location: Sheet: 1 of 1 TIME WATER DATA al. !yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty Agg. +Field Total Total in. Air Temp. Specimen Set No./Remarks 1 7570 4559 7.5 07:07 7:35 8:35 0 0 0 4.50 2.10 85 Set#1 ASTM Procedures C143 1 C231 1 C1064 REMARKS: CUBIC YARDS PLACED: REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs. Type Strength(psi) FIELD DATA BY: 1 4582 6.0 28.27 8/2 7 83,000 A 2940 SJB Services 4583 8/23 28 4584 8/23 28 TRANSPORTATION 4585 BY: SJB Services DATE RECEIVED: 7/27/2005 Spectation Requirement at 28 days 3000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: - Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split C Cast in accord with ASTM C-31 C=Cone and Shear �� S D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office � Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No• C-071205 Client: Rozell Industries Date: July 12 2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Jointa Galusha Mix No.: Weather: Sunny Air Temp.:AM 95 PM General Placement Location: Base foundation closest to Aviation Rd-16 yds Sheet: 1 of 1 Patch work placed on side closest to Manor Dr(4 yds) TIME WATER DATA I. / . Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty A . +Field Total Total in. Air Temp. Specimen Set No./Remarks 1 7098 4557 10 11:45 12:12 12:55 6.00 7.50 91 Set#1 2 7099 4559 10 12:38 1:02 2:10 ASTM Procedures C143 1 C231 1 C1064 REMARKS: Two different pour locations. CUBIC YARDS PLACED: 20 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs. Type Strength(psi) FIELD DATA BY: 1 4428 6.0 28.27 7/19 7 70,000 A 2480 SJB Services 4429 6.0 28.27 8/9 28 78,000 A 2780 4430 6.0 28.27 8/9 28 74,000 A 2615 TRANSPORTATION 4431 9/4 56 BY: SJB Services DATE RECEIVED: 7/13/2005 Specification Requirement at 28 days 3000 Cylinder Size:6'x 12"unless otherwise noted FRACTURE TYPE: Respectfully Submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastem New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project, Aviation Rd Professional Building-Queensbury,NY Report No.: C-080205 Client: Rozell industries Date: Au ust 2,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier; Pallette Mix No Weather: Sunny Air Temp•AM PM General Placement Location: Set#1:Floor closest to Aviation Rd Sheet: 1 of 1 Set#2:Structure closest to Manor Dr TIME WATER DATA I. /yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge EmptyA . +Field Total Total in. Air -_Temp. S men Set No./Remarks 1 7813 4544 10 10:15 10:45 11:02 6.50 4.50 85 Set#1 2 7814 4560 10 10:13 11:35 12:18 3 7827 1 4556 7 1 11:35 12:03 1 12:30 4 7834 14563 7.5 1:10 1:30 25 7.00 Set#2 ASTM Procedures C143 �C231 REMARKS: CUBIC YARDS PLACED: 34.5 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs. Type Strength(psi) FIELD DATA BY: 1 4656 6.0 28.27 8/9 7 70,000 A 2480 SJB Services 4657 8/30 28 408 8/30 28 TRANSPORTATION 4659 BY: SJB Services 2 4648 6.0 28.27 819 7 73,000 A 2580 4649 8/30 28 4650 8/30 28 4651 DATE RECEIVED: 6/3/2005 Specification Requirement at 28 days 3000 Cylinder Size:6-x 12-unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split C ^J\ . Cast in accord with ASTM C-31 C=Cone and Shear ///��///� D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 l Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project Aviation Rd Professional Building-Queensbury,NY Report No.: C-071505 Client: Rozell Industries Date: July 15,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Jointa Galusha Mix No.: Weather: Overcast Hot Humid Air Temp.:AM 85 PM General Placement Location: Wall Structure Closest to Aviation Rd Sheet: 1 of 1 TIME WATER DATA I. /yd. Added: Load Ticket Truck Cubic Start in Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty A +Field Total Total in. Air Temp. Specimen Set NOJRemarks 1 7235 4563 9 09:50 10:20 10:27 7.00 9.50 85 Set#1 2 7236 4562 9 10:10 10:32 11:04 3 7237 4557 8.5 10:38 11:06 ASTM Procedures C143 C231 C1064 REMARKS: CUBIC YARDS PLACED: 26.5 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs. Type Strength(psi) FIELD DATA BY: 1 4446 6.0 28.27 7/22 7 63,500 A 2250 SJB Services 4447 6.0 28.27 7/22 7 60,000 A 2120 4448 6.0 28.27 8112 28 69,000 A 2440 TRANSPORTATION 4449 9/9 56 BY: SJB Services DATE RECEIVED: 7/18/2005 Specification Requirement at 28 days 3000 Cylinder Size:6'x 12'unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585(359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (618)899-7491 Fax: (518)899-7496 .1 IV F4 lam CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No.: C-080805 Client: Rozell Industries Date: August 8 2005 Contractor: Rozell Industries lob No.: AT-05-003 Concrete Supplier: Pallette Mix No.: Weather: Sunny Air Temp.:AM 81 PM General Placement Location: Foundation Footing Sheet: 1 of 1 TIME WATER DATA(gal.)/yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty Agg. +Field Total Total in. Air Temp. Specimen Set No./Remarks 1 7986 4559 11.75 07:40 8:01 8:25 3.50 3.00 87 Set#1 2 7987 4545 11.75 08:30 8:40 9:00 ASTM Procedures C143 C231 71064 REMARKS: CUBIC YARDS PLACED: 23.5 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) Ibs.) Type Strength(psi) FIELD DATA BY: 1 4700 6.0 28.27 8/15 7 83,000 A 2940 SJB Services 4701 9/5 28 4702 9/5 28 TRANSPORTATION 4703 BY: SJB Services DATE RECEIVED: 8/9noo5 Specification Requirement at 28 days 3000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear S D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649.8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 Vir CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No.: C-072005 Client: Rozell Industries Date: July 20 2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Jointa Galusha Mix No.: 3001 Weather: Clear,Sunny Air Temp.:AM 78 PM General Placement Location: Building#2 North/West Walls Sheet: 1 of 1 TIME WATER DATA I. !yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty Aga. +Field Total Total in. Air Temp. S 'men Set No./Remarks 1 7365 4558 8.75 09:36 10:00 10:15 8.50 5.20 82 Set#1 2 4542 ASTM Procedures I C143 1 C231 1 C1064 REMARKS: CUBIC YARDS PLACED: 33 REJECTED: 0 TECHNICIAN: Darrell Roeters COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) Ibs. Type Strength i FIELD DATA BY: 1 4490 6.0 28.27 7/27 7 64,000 A 2260 SJB Services 4491 6.0 28.27 8/17 28 77,000 A 2720 4492 6.0 28.27 8/17 28 81,500 A 2880 TRANSPORTATION 4493 9/14 56 BY: SJB Services DATE RECEIVED: 7/21/2005 Specification Requirement at 28 days 3000 Cylinder Size:6-x 12-unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 8=Cone and Split ^ r L✓ Cast in accord with ASTM C-31 C=Cone and Shear �.✓/ ./\/\ D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 -, Eastern New York Office • Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 Iq CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No.: C 081005 Client: Rozell Industries Date: Au ust 10,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Joita-Galusha Mix No.: 30001 _ Weather: Sunny Air Temp•AM PM 94 General Placement Location: Northeast Frost Wall Building 2 Sheet: 1 or 1 TIME WATER DATA I. /yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty A +Field Total Total in. Air Temp. Specimen Set NoJRemarks 1 8009 4561 11.5 12:40 1:20 1:40 5,50 2.40 84 Set#1 2 8100 4560 11.5 12:50 1:50 ASTM Procedures C143 C231 1064 REMARKS: CUBIC YARDS PLACED: 22 REJECTED: 0 TECHNICIAN: Bryan Lashwa COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs.) Type Strength i FIELD DATA BY: 1 4731 6.0 28.27 8/17 7 68,500 A 2420 SJB Services 4732 9/7 28 4733 9/7 28 TRANSPORTATION 4734 BY: SJB Services DATE RECEIVED: 8/11/2005 Specification Requirement at 26 days 3000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. c/ Tested in accord with ASTM C-39 B=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 p' Fax: (518)899.7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No.: C-072105 Client: Rozell Industries Date: July 21 2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Pallette Mix No.: Weather: Sunny Air Temp.:AM PM General Placement Location: Floor For Foundation Structure Sheet: 1 of 1 TIME WATER DATA I. /yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discha mpty Agg. +Field Total Total in. Air Tern S imen Set NoJRemarks 1 7402 4559 10.5 07:45 8:20 8:45 0 10 10 8.50 7.00 90 Set#1 2 7403 4557 10.5 08:05 8:45 8:58 0 60 60 3 7404 4558 10.5 1 8:20 9:00 1 9:17 0 30 30 ASTM Procedures 1 C143 C231 1 C1064 REMARKS: CUBIC YARDS PLACED: 31.5 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) (Ibs.) Type Strength(psi) FIELD DATA BY: 1 4478 6.0 28.27 7/28 7 82,000 A 2900 SJB Services 4479 6.0 28.27 8/18 28 97,000 A 3430 4480 6.0 28.27 8/18 28 91,000 A 3220 TRANSPORTATION 4481 6.0 28.27 8/18 28 91,000 A 3220 BY: SJB Services DATE RECEIVED: 7/22/2005 Specification Requirement at 28 days 3000 Cylinder Size:6"x 12-unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split I I Cast in accord with ASTM C-31 C=Cone and Shear D=Shear illiam G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No.: C-081205 Client: Rozeil Industries Date: August 12,2005 Contractor: Rozeil Industries ,lob No.: AT-05-003 Concrete Supplier: Pallette Stone Mix No.: Weather: Sunny,Hot Air Temp.:AM 81 PM General Placement Location: Foundation Walls Closest to Aviation Rd Sheet: 1 of 1 TIME WATER DATA 1. 1 yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty Agg. +Field Total Total in. Air Temp. Specimen Set NoJRemarks 1 8193 4543 6.75 12:55 1:22 1:45 7.00 6.00 87 Set#1 2 8192 4569 6.75 01:10 1:45 1:50 ASTM Procedures C143 C231 C1064 REMARKS: Concrete company running 1.5 hours late CUBIC YARDS PLACED: 13.5 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs. Type Strength i FIELD DATA BY: 1 4743 6.0 28.27 8/19 7 51,900 A 1840 SJB Services 4744 9/9 28 4745 9/9 28 TRANSPORTATION 4746 BY: SJB Services DATE RECEIVED: 8/15/2005 Specification Requirement at 28 days 3000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cane and Split G� Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 � Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No.: C-072605 Client: Rozell Industries Date: July 26 2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Pallette Mix No.: Weather: Hot,Sunny Air Temp.:AM 85 PM General Placement Location: Sheet: 1 of 1 TIME WATER DATA I. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty A . +Field Total Total in. Air Temp. S omen Set No./Remarks 1 7570 4559 7.5 07:07 7:35 8:35 0 0 0 4.50 2.10 85 Set#1 ASTM Procedures C143 7231 C1064 REMARKS: CUBIC YARDS PLACED: REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs.) Type Stren th(psi) FIELD DATA BY: 1 4582 6.0 28.27 8/2 7 83,000 A 2940 SJB Services 4583 6.0 28.27 8/23 28 105,000 A 3710 4584 6.0 28.27 8/23 28 102,000 A 3610 TRANSPORTATION 4585 6.0 28.27 8123 28 103,000 A 3640 BY: SJB Services DATE RECEIVED: 7/27/2005 Specification Requirement at 28 days 3000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear �� ✓ �— D=Shear i liam G.Stang n E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project. Aviation Rd Professional Building-Queensbury,NY Report No C-072705 Client: Rozell Industries Date: July 27 2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Paliette Mix No.: Weather: Overcast Air Temp.:AM 81 PM General Placement Location: Manor Drive Foundation Footing Sheet: 1 or 1 TIME WATER DATA(gaI.)/yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Em Agg. +Field Total Total in. Air Temp. S cimen Set No./Remarks 1 7621 4554 10.5 09:25 9:50 10:25 0 8 8 4.25 4.00 83 Set#1 2 7622 4563 10.5 09:50 10:30 10:55 0 0 0 3 7623 4545 10.5 10:35 11:00 f 11:05 0 1 0 0 ASTM Procedures C143 I C231 I C1064 REMARKS: CUBIC YARDS PLACED: 31.5 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) (lbs.) Type Strength i FIELD DATA BY: 1 4578 6.0 28.27 8/3 7 92,000 A 3250 SJB Services 4579 6.0 28.27 8/24 28 117,000 A 4140 4580 6.0 28.27 8/24 28 115,000 A 4070 TRANSPORTATION 4581 6.0 28.27 8/24 28 121,000 A 4280 BY: SJB Services DATE RECEIVED: 7/28/2005 Specification Requirement at 28 days 30M Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project.• Queensbury Avenue-Queensbury,NY Report No.: C-062805 Client Rozell Industries Date: June 28,2005 Contractor. Rozell Industries Job No.: AT-05-003 Concrete Supplier Jointa Galusha Mix No.: Weather: Overcast Air Temp.:AM PM 84 General Placement Location: North and East walls Sheet: 1 of 1 TIME WATER DATA I.)/yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty Agg. +Field Total Total in. Air Temp. Specimen Set No./Remarks 1 6705 14563 11 01:57 2.40 7.25 6.00 88 Set#1 ASTM Procedures C143 1 C231 C1064 REMARKS: Arrived late,pour started at 1:00 pm Tested concrete and took samples from the last truck. CUBIC YARDS PLACED: 11 REJECTED: 0 TECHNICIAN: Darrell Rooters COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs. Type Strength(psi) FIELD DATA BY: 1 4322 6.0 28.27 7/5 7 74,000 A 2620 SJB Services 4323 6.0 28.27 7/26 28 84,000 A 2970 4324 6.0 28.27 7126 28 91,000 A 3220 TRANSPORTATION 4325 6.0 28.27 8/30 56 92,000 A 3250 BY: SJB Services DATE RECEIVED: 6/29/2005 Specification Requirement at 28 days 3000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling and Ballston Spa,NY 12020 Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No• C-063005 Client: Rozell Industries Date: June 30,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete supplier: Jointa Galusha Mix No Weather: Overcast Air Temp.:AM 81 PM General Placement Location: South Walls Sheet: 1 of 1 TIME WATER DATA I. ! Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Em A +Field Total Total in. Air Temp. Specimen Set NoJRemarks 1 6802 4545 8 12:12 12:40 1:09 7.25 5.25 87 Set#1 2 6803 4544 8 12:35 1:11 1:40 ASTM Procedures C143 C231 C1064 REMARKS: Product Code 3001 CUBIC YARDS PLACED: 16 REJECTED: 0 TECHNICIAN: Darrell Rosters COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) (Ibs.) Type Strength(psi) FIELD DATA BY: 1 4331 6.0 28.27 7/7 7 67,000 A 2370 SJB Services 4332 6.0 28.27 7/28 28 79,000 A 2790 4333 6.0 28.27 7/28 28 78,500 A 2780 TRANSPORTATION 4334 6.0 28.27 8129 56 89,000 A 3150 BY: SJB Services DATE RECEIVED: 7/1l2005 Specification Requirement at 28 days 3000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear /\ D=Shear 01liam G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716) 649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury NY Report No• C-080205 Client: Rozell Industries Date: August 2 2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Pallette Mix No Weather: Sunny Air Temp.:AM PM General Placement Location: Set#1:Floor Closest to Aviation Rd Sheet: 1 of 1 Set#2:Structure closest to Manor Dr TIME WATER DATA(gal.)/yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty A . +Field Total Total in. Air Temp. Specimen Set No./Remarks 1 7813 4544 10 10:15 10:45 11:02 6.50 4.50 85 Set#1 2 7814 4560 10 10:13 11:35 12:18 3 7827 14556 7 1 11:35 12:03 12:30 4 7834 4563 7.5 1:10 1:30 25 7.00 Set#2 ASTM Procedures 1 C143 C231 C1064 REMARKS: CUBIC YARDS PLACED: 34.5 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs.) Type Strength(psi) FIELD DATA BY: 1 4656 6.0 28.27 8/9 7 70,000 A 2480 SJB Services 4657 6.0 28.27 8/30 28 98,000 A 3470 4658 6.0 28.27 8/30 28 91,000 A 3220 TRANSPORTATION 4659 6.0 28.27 8/30 28 93,000 A 3290 BY: SJB Services 2 4648 6.0 28.27 8/9 7 73,000 A 2580 4649 6.0 28.27 8/30 28 91,000 A 3220 4650 6.0 28.27 8/30 28 97,500 A 3450 4651 6.0 28.27 8/30 28 93,000 A 3290 DATE RECEIVED: 8/3/2005 Specification Requirement at 28 days 3000 Cylinder Size:6'x 12-unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM G39 B=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No.: C-082205 Client: Rozell Industries Date: August 22 2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Pallette Stone Mix No.: 3000 Weather: Sunny Air Temp.:AM 65 PM General Placement Location: Structure Flooring Closest to Manor Drive Sheet: 1 or 1 TIME WATER DATA I. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty Agg. +Field Total Total in. Air Temp. Specimen Set NoJRemarks 1 8490 4568 9.5 07:30 8:00 10 6.50 7.00 73 Set#1 2 8491 4556 9.5 07:45 8:35 10 ASTM Procedures C143 C231 C1064 REMARKS: CUBIC YARDS PLACED: 19 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) (lbs. Type Strength i FIELD DATA BY: 1 4798 6.0 28.27 8129 7 78,000 A 2760 SJB Services 4799 9/19 28 4800 9/19 28 TRANSPORTATION 4801 BY: SJB Services DATE RECEIVED: 8/23/2005 Specification Requirement at 28 days 3000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split �� r Cast in accord with ASTM C-31 C=Cone and Shear ✓` D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project•, Aviation Rd Professional Building-Queensbury,NY Report No.: C-072005 Client: Rozell Industries Date: July 20,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Jointa Galusha Mix No.: 3001 Weather: Clear,Sunny Air Temp.:AM 78 PM General Placement Location: Building#2 North/West Walls Sheet: 1 of 1 TIME WATER DATA 1. /yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty A . +Field Total Total in. Air Temp. Sperimen Set NoJRemarks 1 7365 4558 8.75 09:36 10:00 10:15 8.50 5.20 82 Set#1 2 4542 ASTM Procedures C143 C231 1064 REMARKS: CUBIC YARDS PLACED: 33 REJECTED: 0 TECHNICIAN: Darrell Rosters COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs. Type Strength i FIELD DATA BY: 1 4490 6.0 28.27 7/27 7 64,000 A 2260 SJB Services 4491 6.0 28.27 8/17 28 77,000 A 2720 4492 6.0 28.27 8/17 28 81,500 A 2880 TRANSPORTATION 4493 6.0 28.27 9/14 56 84,000 A 2970 BY: SJB Services DATE RECEIVED: 7/21/2005 Specification Requirement at 28 days 3000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split ` Cast in accord with ASTM C-31 C=Cone and Shear ') D=Shear Wi iam G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury NY Report No.: C 071505 Client: Rozell Industries Date: Juix 15,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete supplier: Jointa Galusha Mix No Weather: Overcast,Hot,Humid Air Temp•AM 85 PM General Placement Location: Wall Structure Closest to Aviation Rd Sheet: 1 of 1 TIME WATER DATA I. /yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge EmptyA . +Field Total Total in. Air Temp. S ecimen Set No./Remarks 1 7235 4563 9 09:50 10:20 10:27 7.00 9.50 85 Set#1 2 7236 4562 9 10:10 10:32 11:04 3 7237 4557 8.5 10:38 11:06 ASTM Procedures C143 1 C231 C1064 REMARKS: CUBIC YARDS PLACED: 26.5 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) (Ibs. Type Strength i FIELD DATA BY: 1 4446 6.0 28.27 7/22 7 63,500 A 2250 SJB Services 4447 6.0 28.27 7/22 7 60,000 A 2120 4448 6.0 28.27 8/12 28 69,000 A 2440 TRANSPORTATION 4449 6.0 28.27 9/9 56 75,000 A 2650 BY: SJB Services DATE RECEIVED: 7/18/2005 Specification Requirement at 28 days 3000 Cylinder Size:S'x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 sx Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project Aviation Rd Professional Building-Queensbury,NY Report No.: C-081005 Client: Rozell Industries Date: August 10,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Joita-Galusha Mix No• 30001 Weather: Sunny Air Temp•AM PM 94 General Placement Location: Northeast Frost Wall Building 2 Sheet: 1 of 1 TIME WATER DATA al. /yd Added: Load Ticket Truk Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge ET Agg. +Field Total Total in. Air Tem Specimen Set No./Remarks 1 8009 4561 11.5 12:40 1:20 1:40 5.50 2.40 84 Set#1 2 8100 4560 11.5 12:50 1:50 ASTM Procedures 1 C143 1 C2311 C1064 REMARKS: CUBIC YARDS PLACED: 22 REJECTED: 0 TECHNICIAN: Bryan Lashway COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs. Type Strength(psi) FIELD DATA BY: 1 4731 6.0 28.27 8/17 7 68,500 A 2420 SJB Services 4732 6.0 28.27 917 28 89,500 A 3170 4733 6.0 28.27 917 28 90,000 A 3180 TRANSPORTATION 4734 6.0 28.27 9f/ 28 91,000 A 3220 BY: SJB Services DATE RECEIVED: 8/11/2005 Specification Requirement at 28 days 3000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split (� / Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No.: C-081205 Client: Rozell Industries Date: August 12,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Pallette Stone Mix No.: Weather: Sunny,Hot Air Temp.:AM 81 PM General Placement Location: Foundation Walls Closest to Aviation Rd Sheet: 1 of 1 TIME WATER DATA I. !yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discha a Em Agg. +Feld Total Total in. Air Temp. Specimen Set NoJRemarks 1 8193 4543 6.75 12:55 1:22 1:45 7.00 6.00 87 Set#1 2 8192 4569 6.75 01:10 1:45 1:50 ASTM Procedures C143 C231 C1064 REMARKS: Concrete company Running 1.5 hours late CUBIC YARDS PLACED: 13.5 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) (Ibs.) Type Strength i FIELD DATA BY: 1 4743 6.0 28.27 8/19 7 51,900 A 1840 SJB Services 4744 6.0 28.27 9/9 28 53,000 A 1870 4745 6.0 28.27 919 28 58,000 A 2050 TRANSPORTATION 4746 1017 56 BY: SJB Services DATE RECEIVED: 8/15/2005 Specification Requirement at 28 days 3000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split ^ C Cast in accord with ASTM C-31 C=Cone and Shear D=Shear Wil malmGG.Stanto;15-�^ E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899 7496 CONCRETE FIELD OBSERVATION REPORT Project, Aviation Rd Professional Building-Queensbury,NY Report No.: C-071205 Client: Rozell Industries Date: July 12,2005 Contractor: Rozeli Industries Job No.: AT-05-003 Concrete Supplier: Jointa Galusha Mix No.: Weather: Sunny Air Temp.:AM 95 PM General Placement Location: Base foundation closest to Aviation Rd-16 yds Sheet: 1 of 1 Patch work placed on side closest to Manor Dr(4 yds) TIME WATER DATA I. /yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Skimp % Conc. No. No. No. Yards Batched Discharge Empty Agg. +Field Total Total in. Air Temp. Specimen Set No./Remarks 1 7098 4557 10 11:45 12:12 12:55 6.00 7.50 91 Set#1 2 7099 4559 10 12:38 1:02 2:10 ASTM Procedures C143 C231 1064 REMARKS: Two different pour locations. CUBIC YARDS PLACED: 20 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs. Type Strength i FIELD DATA BY: 1 4428 6.0 28.27 7/19 7 70,000 A 2480 SJB Services 4429 6.0 28.27 8/9 28 78,000 A 2780 4430 6.0 28.27 8/9 28 74,000 A 2615 TRANSPORTATION 4431 6.0 28.27 9/4 56 83,000 A 2940 BY: SJB Services DATE RECEIVED: 7/13/2005 Specification Requirement at 28 days 3000 Cylinder Size:6-x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split /^, Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project•. Aviation Rd Professional Building-Queensbury,NY Report No.: C-080805 Client: Rozell Industries Date: August 8 2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier. Palleite Mix No.: Weather: Sunny Air Temp.:AM 81 PM General Placement Location: Foundation Footing Sheet: 1 of 1 TIME WATER DATA I. /yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty A99. +Field Total Total in. Air Ter S cimen Set No./Remarks 1 7986 4559 11.75 07:40 8:01 8:25 3.50 3.00 87 Set#1 2 7987 4545 11.75 08:30 8:40 9:00 ASTM Procedures C143 C231 C10641 REMARKS: CUBIC YARDS PLACED: 23.5 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) (lbs.) Type Strength(psi) FIELD DATA BY: 1 4700 6.0 28.27 8/15 7 83,000 A 2940 SJB Services 4701 6.0 28.27 9/5 28 96,000 A 3400 4702 6.0 28.27 9/5 28 95,000 A 3360 TRANSPORTATION 4703 6.0 28.27 9/5 28 88,000 A 3110 BY: SJB Services DATE RECEIVED: 8/9/2005 Specification Requirement at 28 days 3000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split — D Cast in accord with ASTM C-31 C=Cone and Shear y�� _ D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury NY Report No• C-082805 Client•. Rozell Industries Date: August 28 2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Pallette Stone Mix No Weather: Overcast,Rainy Air Temp.:AM 73 PM General Placement Location: Flooring Sheet: 1 of 1 TIME WATER DATA I. /yd. Added: Load Ticket Truk Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty Agg. +Field Total Total in. Air amp. Specimen Set No./Remarks 1 8714 10 07:48 8:10 8:33 6 2 8715 4538 10 08:05 8:35 12 5.5 3.5 75 Set#1 ASTM Procedures C143 1 C231 1 C1054 REMARKS: CUBIC YARDS PLACED: 20 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs.) Type Strength i FIELD DATA BY: 1 4900 6.0 28.27 9/4 7 87,000 A 3080 SJB Services 4901 9/25 28 4902 9/25 28 TRANSPORTATION 4903 BY: SJB Services DATE RECEIVED: 8/29/2005 specification Requirement at 28 days 3000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 and Drilling Ballston Spa,NY 12020 a Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Red Barn Report No C-051905 Client: Rozell Industries Date: May 19,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Mix No Weather: Air Temp.:AM PM General Placement Location: Sheet: 1 of 1 TIME WATER DATA I. /yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump q Conc. No. No. No. Yards Batched Discharge Empty Agg. +Field Total Total in. Air Temp. Specimen Set No./Remarks ASTM Procedures 6143 =71064 REMARKS: Field Data By Client Cylinders fabricated by client. CUBIC YARDS PLACED: REJECTED: TECHNICIAN: Client COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs.) Type Stren th(psi) FIELD DATA BY: 1 4078 6.0 28.27 5/26 7 123,000 A 4350 Client 4079 6.0 28.27 6/16 28 146,500 A 5180 4080 6.0 28.27 6/16 28 136,000 A 4810 TRANSPORTATION 4081 6.0 28.27 6116 28 152,500 A 5390 BY: Client 2 4082 6.0 28.27 5/26 7 132,000 A 4670 4083 6.0 28.27 6116 28 153,000 A 5410 4084 6.0 28.27 6/16 28 142,500 A 5040 4085 6.0 28.27 6/16 28 149,000 A 5270 DATE RECEIVED: 5/20/2005 Specification Requirement at 26 days 4000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear /) D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No.: C-081805 Client: Rozell Industries Date: August 18,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Pallette Stone Mix No.: 3000 Weather: Sunny Air Temp.:AM PM General Placement Location: Northeast Slab Building 1 Sheet: 1 of 1 TIME WATER DATA I. /yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Em Agg. +Field Total Total in. Air Temp. Specimen Set No./Remarks 1 8398 4542 11.5 10:47 11:20 11:55 7.75 8.00 79 Set#1 2 8406 4545 9 12:15 12:35 1:18 20 3 8408 4544 10 12:20 1:21 ASTM Procedures C143 I C231 I C1064 REMARKS: CUBIC YARDS PLACED: 30.5 REJECTED: 0 TECHNICIAN: Zach Nelson COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) (lbs.) Type Strength(psi) FIELD DATA BY: 1 4765 6.0 28.27 8/25 7 72,000 A 2550 SJB Services 4766 6.0 28.27 9/15 28 98,500 A 3480 4767 6.0 28.27 9/15 28 97,500 A 3450 TRANSPORTATION 4768 6.0 28.27 9/15 28 103,000 A 3640 BY: SJB Services DATE RECEIVED: 8/19/2005 Specification Requirement at 28 days 3000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 • and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No.: C-081905 Client: Rozell Industries Date: August 19,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier. Pallette Stone Mix No.: 3000 Weather: Clear Air Temp.:AM 70 PM General Placement Location: Center Slab of Floor Sheet: 1 of 1 TIME WATER DATA I. /yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Em A . +Field Total Total in. Air Temp. Specimen Set No./Remarks 1 8439 4568 8.5 07:00 7:29 7:51 5.50 6.20 78 Set#1 ASTM Procedures C143 I C231 I C1064 REMARKS: CUBIC YARDS PLACED: 25 REJECTED: 0 TECHNICIAN: Darrell Roeters COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) (lbs.) Type Strength(psi) FIELD DATA BY: 1 4790 6.0 28.27 8/26 7 89,000 A 3150 SJB Services 4791 6.0 28.27 9/16 28 106,000 A 3750 4792 6.0 28.27 9/16 28 109,000 A 3860 TRANSPORTATION 4793 6.0 28.27 9/16 28 105,000 A 3710 BY: SJB Services DATE RECEIVED: 8/22/2005 Specification Requirement at 28 days 3000 Cylinder Size:6"x 12'unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling and Ballston Spa,NY 12020 an Testing Phone: (518)899.7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No C-082205 Client: Rozell Industries _ Date: August 22 2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Pailette Stone Mix No.: 3000 Weather: Sunny Air Temp•AM 65 PM General Placement Location: Structure Flooring Closest to Manor Drive Sheet: 1 of 1 TIME WATER DATA 1. 1 yd. Added: Load Ticket Trick Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Discharge Empty Agg. +Field Total Total in. Air Temp. Specimen Set No./Remarks 1 6490 4568 9.5 07:30 8:00 10 6.50 7.00 73 Set#1 2 8491 4556 9.5 07:45 8:35 10 ASTM Procedures 143F-C2 REMARKS: CUBIC YARDS PLACED: 19 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs.) Type Strength i FIELD DATA BY: 1 4798 6.0 28.27 8/29 7 78,000 A 2760 SJB Services 4799 6.0 28.27 9/19 28 93,500 A 3310 4800 6.0 28.27 9/19 28 102,500 A 3630 TRANSPORTATION 4801 6.0 28.27 9/19 28 97,500 A 3450 BY: SJB Services DATE RECEIVED: 8/212005 Specification Requirement at 28 days 3000 Cylinder Size:6-x 1r unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No.: C-082505 Client: Rozell Industries Date: August 25,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Pallette Stone Mix No.: 3000 Weather. Sunny Air Temp.:AM PM General Placement Location: Flooring Sheet: 1 of 1 TIME WATER DATA I. /yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Dischar a EmA. A +Field Total Total in. Air Temp. Specimen Set No./Remarks 1 8628 4561 10 08:15 8:30 9:07 6.50 7.00 81 Set#1 2 8629 4559 10 08:40 9:11 9:40 3 1 8630 1 4557 9 1 9:10 9:50 ASTM Procedures C143 1 C231 C1064 REMARKS: CUBIC YARDS PLACED: 29 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs.) Type Strength i FIELD DATA BY: 1 4985 6.0 28.27 9/22 7 78,000 A 2760 SJB Services 4986 6.0 28.27 9/22 28 89,000 A 3150 4987 6.0 28.27 9/22 28 92,000 A 3250 TRANSPORTATION 4988 6.0 28.27 9/22 28 93,000 A 3290 BY: SJB Services DATE RECEIVED: 9/9/2005 Specification Requirement at 28 days 3l>DO Cylinder Size:6'x 12'unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear �i- D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 L Drilling Ballston Spa,NY 12020 and Testing Phone: (518)899-7491 Fax: (518)899-7496 CONCRETE FIELD OBSERVATION REPORT Project: Aviation Rd Professional Building-Queensbury,NY Report No.: C-072905 Client: Rozell Industries Date: July 29,2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Jointa-Galusha Mix No.: 30001 Weather: Sunny Air Temp.:AM PM 90 General Placement Location: Building 1 East Side Frost Wall Sheet: 1 of 1 TIME WATER DATA 1. J yd. Added: Load Ticket Truck Cubic Start In Plant Actual Design Slump % Conc. No. No. No. Yards Batched Dis ! a Em A +Field Total Total in. Air Temp. Specimen Set No./Remarks 1 7724 4556 10.5 12:45 1:05 1:46 2 7725 4563 10.5 01:25 1:50 6 2.8 85 Set#1 ASTM Procedures C231 1 C1064 REMARKS: CUBIC YARDS PLACED: 21 REJECTED: 0 TECHNICIAN: Bryan Lashway COMPRESSIVE STRENGTH DATA Set tab I Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs. Type Strength(psi) FIELD DATA BY: 1 4704 6.0 28.27 8/5 7 45,000 A 1590 SJB Services 4705 6.0 28.27 8126 28 69,500 A 2460 4706 6.0 28.27 8/26 28 72,000 A 2550 TRANSPORTATION 4707 6.0 28.27 9/23 56 76,000 A 2690 BY: SJB Services DATE RECEIVED: Specification Requirement at 28 days 3000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM C-39 B=Cone and Split C Cast in accord with ASTM C-31 C=Cone and Shear �C2J D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 Eastern New York Office Contract P.O.Box 2199 Drilling Ballston Spa,NY 12020 Y and Testing Phone: (518)899-7491 a Fax: (518)899-7496 F �F CONCRETE FIELD OBSERVATION REPORT Prgect: Aviation Rd Professional Building-Queensbury,NY Report No.: C-082805 Client: Rozeil Industries Date: August 28 2005 Contractor: Rozell Industries Job No.: AT-05-003 Concrete Supplier: Pallette Stone Mix No.: Weather: Overcast,Rainy Air Temp.:AM 73 PM General Placement Location: Flooring Sheet: 1 of 1 TIME WATERDATA(gaI.)1 d. Added: Load Ticket Truck Cubic Start in Plant Actual Design Slump % Conc. No. No. No. Yards Batched Dischar a Empty Agg. +Field Total Total in. Air Temp. Specimen Set No./Remarks 1 8714 10 07:48 8:10 8:33 6 2 8715 4538 10 08:05 8:35 12 5.5 3.5 75 Set#1 ASTM Procedures I C143 C231 C1064 REMARKS: CUBIC YARDS PLACED: 20 REJECTED: 0 TECHNICIAN: Chad Yetto COMPRESSIVE STRENGTH DATA Set Lab Cylinder Date Age Load Fracture Compressive No. No. Diameter Area Tested (days) lbs. Type Strength(psi) FIELD DATA BY: 1 4900 6.0 28.27 9/4 7 87,000 A 3080 SJB Services 4901 6.0 28.27 9/25 28 101,000 A 3570 4902 6.0 28.27 9/25 28 97,500 A 3450 TRANSPORTATION 4903 10/24 56 BY: SJB Services DATE RECEIVED: 8/29/2005 Specification Requirement at 28 days 3000 Cylinder Size:6"x 12"unless otherwise noted FRACTURE TYPE: Respectfully submitted, Sampled in accord with ASTM C-172 A=Cone SJB SERVICES,INC. Tested in accord with ASTM 0-39 B=Cone and Split Cast in accord with ASTM C-31 C=Cone and Shear Jl D=Shear William G.Stanton E=Columnar Testing Services Manager Buffalo,NY Cortland,NY Rochester,NY Syracuse,NY (716)649-8110 (607)578-7182 (585)359-2730 (315)696-7359 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski Ethan Peter Hall 627 Maple Avenue Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email rrr@nycap.rr.com ephall@nycap.rr.com Special Inspection Report To: Town of Queensbury- Building Department From: Ethan Hall Date: 7 February, 2006 Re: Rozell- Professional Office Complex-Aviation Road- Building 1 1 have reviewed the construction of the building for the referenced project. To the best of my knowledge and belief these items have been installed in accordance with the design drawings and subsequent modifications to the design drawings performed by this office. If there are any questions please contact our office. Regards, Ethan Xc: Jeff Mercure-Rozell Construction C:\ACAD\Rozelle-Whittemore\Paperwork\Special Inspection Report 8 Feb 2006.doc 1 FILE TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Memorandum To: , Dave Hatin, File 2005-375 From: Michael J Palmer, Fire Marshal Date: Nov.30th,2005 Re: Whitmore, Dowen, Kilburn Sprinkler plans for the above project where supplied this date by Jeff Mercure. My review indicates drawings are acceptable, except the FDC shall be 5" Storz. I will communicate this to the contractor. Michael J Palmer, Fire Marshal 742 Bay Road Queensbury, NY 12804 518.761.8206- {iremarshalR fteensbure .net TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 Memorandum To: Dave Hatin From: MJ Palmer Date: 6/14/2005 Re: Whitmore,Dowen,Kilburn 2005 375 Plan review for the above permit is as follows: 1) Add directional exit signs outside work areas 41/42,29133, 13/12 2) Add(2)combo paks,basement at stairs 3) Fire extinguisher locations to be discussed 4) Wood truss identification signs required 5) Submittals required for sprinkler system 6) Submittals required for fire alarm system TOWN OF QUEENSBURY COMMUNITY DEVELOPMENT DEPARTMENT