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HomeMy WebLinkAboutSTS Consult. Field Tests & Correspondence cont. 2 2 R-, Am) %_ e OFF OF ,, I1 - ,`,i1 4F -reor� �-Ir�E wfTf� bow") 1+v\ETE'- - r 4" DOMESTIC WA :R SERVICE 11% / , I 4 , � / 4" DOMESTIC WATER SERVICE AND 3 METER ASSEMBLY (233 GPM) i t,j SEE DETAIL • a- _ t R 7 � = 4" DN P1Y'�" Will / �_,/ �vUP TO 3" FD—/ I \--11/2- V UP I r iV4" UP TO BEVERAGE COUNTER V4" I I ❑ 2 P J 1 9 V 2 — A \I ALS 86 2 0 Li L - „ TRLAL REFER TO MECHANICAL PLAN FOR WATER . 4 3” FD W/ BWV PIPING CONTINUATION PARTIAL GARAGE FLOOR I PLUMBING PLAN STEEN NO. ADDENDUM DMI202 12 EEN 763-585-6742 KEYSTONE COMMUNITIES DATE: 12/3/02 763-585-6fic:::m fax OF PRIOR LAKE Email:steen@ecenet.com PROR LAKE DRAWN: KEM 1 5650 Nort /.ice^/.`^/ ENGINEERING INC. Brooklyn Center,MN 55430 MINNESOTA SCALE- AS NOTED STS CONSULTANTS, LTD. TRANSMITTAL 10900-73rd Ave. N., Suite 150 Maple Grove, MN 55369-5547 763/315-6300 FAX 763/315-1836 To: Weis Builders, Inc. Date: 12/09/02 STS Project 98904 7645 Lyndale Avenue South Re: Keystone of Prior Lake Minneapolis, MN 55423 Prior Lake, Minnesota Attn: Mr. Patrick Schei We are sending the following item(s): Boring Logs Proposal/Report Specifications Change Order Repair Documents X Test Results Copy of Letter Samples Field Reports Plans Shop Drawings Other 6 L Copies Date A Description 1 9-14,.. Concrete,.Compressive Strength T st E , Remarks #10 did meet the required strength at 28 days. Copy to: Mr. Gary Fischer Mr. Bernie Feidt— Building Inspector Tushie— Montgomery Associates,lnc. City of Prior Lake 7645 Lyndale Avenue S., Suite 100 16200 Eagle Creek Avenue SE Minneapolis, MN 55423 Prior Lake, MN 55372 Mr. Mel Hernandez Palanisami &Associates, Inc. 5661 International Parkway Minneapolis, MN 55428 STS Representative Steven J. Ruesink, P.E. D6904001.doc STS Construction Technology Group ,Concrete Compressive Strength Report ASTM C 39 PROJECT NAME: Keystone SET NUMBER: 9 PROJECT LOCATION: Prior Lake, Minnesota CONCRETE DESIGN STRENGTH: 3000 PSI STS PROJECT NUMBER: 98904 STS PROJECT ENGINEER: Ruesink DATE CAST: 11/04/02 GENERAL PROJECT INFORMATION OWNER: CLIENT: Weis Builders, Inc. ARCHITECT: Tushie-Montgomery Associates, Inc. GENERAL CONTRACTOR: Weis Builders Inc. STRUCTURAL ENGINEER: Palansami&Associates, Inc. SUB-CONTRACTOR: CONCRETE PLACEMENT LOCATION: FOOTINGS @ WING EAST WALL MIX DESIGN INFORMATION LOAD INFORMATION NAME OF SUPPLIER: UNKNOWN TICKET: MIX DESIGNATION: .. .. TRUCK: YARD: MIX DESIGN STRENGTH: 3000 PSI @ 28 DAYS FIELD TEST DATA CEMENT TYPE: I SLUMP: IN./ IN. AIR CONTENT: CONCRETE TEMP: AIR TEMP: WATER ADDED: GALS. NOTES: CAST BY OTHERS ADMIXTURES AIR ENTRAINING: WATER REDUCING: TIME SAMPLED: ACCEL/RETARD: MADE BY: WET UNIT WT.: PCF OTHER: DATE RECEIVED: 11/05/02 DRY UNIT WT.: PCF CYLINDER TEST TEST TYPE CYLINDER AREA MAXIMUM STRENGTH FRAC. STRENGTH TEST NUMBER DATE AGE CURING DIA.-IN. SQ.IN. LOAD-LBS. PSI TYPE REVIEW BY 99308 12/02/02 28 Lab 4.00 12.6 54720 4350 D 011140 X i@ 28 days= 4350 PSI SiESERtAttN0301ESC 173 or ASTM C 231 A) CONE B)CONE AND SPLIT C)CONE AND SHEAR D)SHEAR E)COLUMNAR Possible unacceptable test result if STRENGTH REVIEW = Sampling:ASTM C 172 (procedure may be modified as per STS procedure) Cylinder casting and laboratory curing: ASTM C 31 Slump:ASTM C 143 Air Content: ASTM C 173 or ASTM C 231 Concrete Temperature:ASTM C 106 STS Consultants, Ltd. 10900 73rd Avenue North, Maple Grove, MN 55369-5547 (763)315-6300 Date Printed: 12/09/02 STS Construction Technology Group Concrete Compressive Strength Report ASTM C 39 t`A.�' PROJECT NAME: Keystone SET NUMBER: 10 PROJECT LOCATION: Prior Lake, Minnesota CONCRETE DESIGN STRENGTH: 3000 P31 STS PROJECT NUMBER: 98904 STS PROJECT ENGINEER: Ruesink DATE CAST: 11/04/02 GENERAL PROJECT INFORMATION OWNER: CLIENT: Weis Builders, Inc. ARCHITECT: Tushie-Montgomery Associates, Inc. GENERAL CONTRACTOR: Weis Builders Inc. STRUCTURAL ENGINEER: Palansami&Associates, Inc. SUB-CONTRACTOR: CONCRETE PLACEMENT LOCATION: FOOTING PADS @ WING GRID 2-5 MIX DESIGN INFORMATION LOAD INFORMATION NAME OF SUPPLIER: UNKNOWN TICKET: MIX DESIGNATION: .. .. TRUCK: YARD: MIX DESIGN STRENGTH: 3000 PSI @ 28 DAYS FIELD TEST DATA CEMENT TYPE: I SLUMP: IN./ IN. AIR CONTENT: % –CONCRETE TEMP: AIR TEMP: WATER ADDED: GALS. NOTES: CAST BY OTHERS ADMIXTURES —AIR ENTRAINING: WATER REDUCING: TIME SAMPLED: ACCEL/RETARD: MADE BY: WET UNIT WT.: PCF OTHER: DATE RECEIVED: 11/05/02 DRY UNIT WT.: PCF CYLINDER TEST TEST TYPE CYLINDER AREA MAXIMUM STRENGTH FRAC. STRENGTH TEST NUMBER DATE AGE CURING DIA.-IN. SQ.IN. LOAD-LBS. PSI TYPE REVIEW BY 99309 12/02/02 28 Lab 4.00 12.6 27250 2170 D 011140 X t @ 28 days= 2170 PSI GiENERAIANCE1BISC 173 or ASTM C 231 A)CONE B)CONE AND SPLIT C)CONE AND SHEAR D)SHEAR E)COLUMNAR Possible unacceptable test result if STRENGTH REVIEW =* Sampling:ASTM C 172 (procedure may be modified as per STS procedure) Cylinder casting and laboratory curing:ASTM C 31 Slump:ASTM C 143 Air Content:ASTM C 173 or ASTM C 231 Concrete Temperature:ASTM.0 106 -- ;=-- STS Consultants, Ltd. 10900 73rd Avenue North, Maple Grove, MN 55369-5547 (763)315-6300 Date Printed: 12/09/02 STS Construction Technology Group Concrete Compressive Strength Report ASTM C 39 Irl p 9 p PROJECT NAME: Keystone SET NUMBER: 11 PROJECT LOCATION: Prior Lake, Minnesota CONCRETE DESIGN STRENGTH: 3000 PSI STS PROJECT NUMBER: 98904 STS PROJECT ENGINEER: Ruesink DATE CAST: 11/04/02 GENERAL PROJECT INFORMATION OWNER: CLIENT: Weis Builders, Inc. ARCHITECT: Tushie-Montgomery Associates, Inc. GENERAL CONTRACTOR: Weis Builders Inc. STRUCTURAL ENGINEER: Palansami&Associates, Inc. SUB-CONTRACTOR: CONCRETE PLACEMENT LOCATION: FOOTING PADS GRID H, G-11 MIX DESIGN INFORMATION LOAD INFORMATION NAME OF SUPPLIER: UNKNOWN TICKET: MIX DESIGNATION: .. .. TRUCK: YARD: MIX DESIGN STRENGTH: 3000 PSI @ 28 DAYS FIELD TEST DATA CEMENT TYPE: I SLUMP: IN./ IN. AIR CONTENT: CONCRETE TEMP: AIR TEMP: WATER ADDED: GALS. NOTES: CAST BY OTHERS ADMIXTURES AIR ENTRAINING: WATER REDUCING: TIME SAMPLED: ACCEL/RETARD: MADE BY: WET UNIT WT.: PCF OTHER: DATE RECEIVED: 11/05/02 DRY UNIT WT.: PCF CYLINDER TEST TEST TYPE CYLINDER AREA MAXIMUM STRENGTH FRAC. STRENGTH TEST NUMBER DATE AGE CURING DIA.-IN. SQ.IN. LOAD-LBS. PSI TYPE REVIEW BY 99310 12/02/02 28 Lab 4.00 12.6 51510 4100 C 011140 X i @ 28 days= 4100 PSI GEISIERAMNICETTIESC 173 or ASTM C 231 A) CONE B)CONE AND SPLIT C)CONE AND SHEAR D)SHEAR E)COLUMNAR Possible unacceptable test result if STRENGTH REVIEW =" Sampling:ASTM C 172 (procedure may be modified as per STS procedure) Cylinder casting and laboratory curing: ASTM C 31 Slump:ASTM C 143 Air Content:ASTM C 173 or ASTM C 231 Concrete Temperature:ASTM C 106 STS Consultants, Ltd. 10900 73rd Avenue North, Maple Grove, MN 55369-5547 (763)315-6300 Date Printed: 12/09/02 STS Construction Technology Group Concrete Compressive Strength pReport ASTM C 39 PROJECT NAME: Keystone SET NUMBER: 12 PROJECT LOCATION: Prior Lake, Minnesota CONCRETE DESIGN STRENGTH: 3000 PSI STS PROJECT NUMBER: 98904 STS PROJECT ENGINEER: Ruesink DATE CAST: 11/05/02 GENERAL PROJECT INFORMATION OWNER: CLIENT: Weis Builders, Inc. ARCHITECT: Tushie-Montgomery Associates, Inc. GENERAL CONTRACTOR: Weis Builders Inc. STRUCTURAL ENGINEER: Palansami&Associates, Inc. SUB-CONTRACTOR: CONCRETE PLACEMENT LOCATION: FOOTING PADS @ WING EAST SIDE MIX DESIGN INFORMATION LOAD INFORMATION NAME OF SUPPLIER: UNKNOWN TICKET: MIX DESIGNATION: .. .. TRUCK: YARD: MIX DESIGN STRENGTH: 3000 PSI @ 28 DAYS FIELD TEST DATA CEMENT TYPE: I SLUMP: IN./ IN. AIR CONTENT: 0/0 CONCRETE TEMP: AIR TEMP: WATER ADDED: GALS. NOTES: CAST BY OTHERS ADMIXTURES — — AIR ENTRAINING: WATER REDUCING: TIME SAMPLED: ACCEL/RETARD: MADE BY: WET UNIT WT.: PCF OTHER: DATE RECEIVED: 11/06/02 DRY UNIT WT.: PCF CYLINDER TEST TEST TYPE CYLINDER AREA MAXIMUM STRENGTH FRAC. STRENGTH TEST NUMBER DATE AGE CURING DIA.-IN. SQ.IN. LOAD-LBS. PSI TYPE REVIEW BY 99311 12/03/02 28 Lab 4.00 12.6 71290 5670 D 011140 X i @ 28 days= 5670 PSI GiEBERAMICEIIEVE C 173 or ASTM C 231 A)CONE B)CONE AND SPLIT C)CONE AND SHEAR D)SHEAR E) COLUMNAR Possible unacceptable test result if STRENGTH REVIEW =* Sampling:ASTM C 172 (procedure may be modified as per STS procedure) Cylinder casting and laboratory curing:ASTM C 31 Slump:ASTM C 143 Air Content:ASTM C 173 or ASTM C 231 Concrete Temperature:ASTM C 106 STS Consultants, Ltd. 10900 73rd Avenue North, Maple Grove, MN 55369-5547 (763)315-6300 Date Printed: 12/09/02 STS Construction Technology Group �Concrete Compressive Strength Report ASTM C 39 PROJECT NAME: Keystone SET NUMBER: 13 PROJECT LOCATION: Prior Lake, Minnesota CONCRETE DESIGN STRENGTH: 3000 PSI STS PROJECT NUMBER: 98904 STS PROJECT ENGINEER: Ruesink DATE CAST: 11/05/02 GENERAL PROJECT INFORMATION OWNER: CLIENT: Weis Builders, Inc. ARCHITECT: Tushie-Montgomery Associates, Inc. GENERAL CONTRACTOR: Weis Builders Inc. STRUCTURAL ENGINEER: Palansami &Associates, Inc. SUB-CONTRACTOR: CONCRETE PLACEMENT LOCATION: FOOTINGS @ WING SOUTH WALL AND GRID 20 MIX DESIGN INFORMATION LOAD INFORMATION NAME OF SUPPLIER: UNKNOWN TICKET: MIX DESIGNATION: .. .. TRUCK: YARD: MIX DESIGN STRENGTH: 3000 PSI @ 28 DAYS FIELD TEST DATA CEMENT TYPE: I SLUMP: IN./ IN. AIR CONTENT: cyo CONCRETE TEMP: _ AIR TEMP: WATER ADDED: _ GALS. NOTES: CAST BY OTHERS ADMIXTURES AIR ENTRAINING: WATER REDUCING: TIME SAMPLED: ACCEL/RETARD: MADE BY: WET UNIT WT.: PCF OTHER: DATE RECEIVED: 11/06/02 DRY UNIT WT.: PCF CYLINDER TEST TEST TYPE CYLINDER AREA MAXIMUM STRENGTH FRAC. STRENGTH TEST NUMBER DATE AGE CURING DIA.-IN. SQ.IN. LOAD-LBS. PSI TYPE REVIEW BY 99312 12/03/02 28 Lab 4.00 12.6 88620 7050 D 011140 X 1 @ 28 days= 7050 PSI GiEISIERtAAfMITIESC 173 or ASTM C 231 A)CONE B)CONE AND SPLIT C)CONE AND SHEAR D)SHEAR E)COLUMNAR Possible unacceptable test result if STRENGTH REVIEW = Sampling:ASTM C 172 (procedure may be modified as per STS procedure) Cylinder casting and laboratory curing:ASTM C 31 Slump:ASTM C 143 Air Content:ASTM C 173 or ASTM C 231 Concrete Temperature:ASTM C 106 STS Consultants, Ltd. 10900 73rd Avenue North, Maple Grove, MN 55369-5547 (763)315-6:300 Date Printed: 12/09/02 STS Construction Technology Group . Concrete Compressive Strength Report ASTM C 39 PROJECT NAME: Keystone SET NUMBER: 14 PROJECT LOCATION: Prior Lake, Minnesota CONCRETE DESIGN STRENGTH: 3000 PSI STS PROJECT NUMBER: 98904 STS PROJECT ENGINEER: Ruesink DATE CAST: 11/07/02 GENERAL PROJECT INFORMATION OWNER: CLIENT: Weis Builders, Inc. ARCHITECT: Tushie-Montgomery Associates, Inc. GENERAL CONTRACTOR: Weis Builders Inc. STRUCTURAL ENGINEER: Palansami&Associates, Inc. SUB-CONTRACTOR: CONCRETE PLACEMENT LOCATION: TRASH ROOM FOOTINGS/PADS MIX DESIGN INFORMATION LOAD INFORMATION NAME OF SUPPLIER: UNKNOWN TICKET: MIX DESIGNATION: .... TRUCK: YARD: MIX DESIGN STRENGTH: 4300 PSI @ 28 DAYS FIELD TEST DATA CEMENT TYPE: I SLUMP: IN. / IN. AIR CONTENT: 0/0 CONCRETE TEMP: AIR TEMP: _ WATER ADDED: GALS. NOTES: CAST BY OTHERS ADMIXTURES AIR ENTRAINING: WATER REDUCING: TIME SAMPLED: ACCEL/RETARD: MADE BY: WET UNIT WT.: PCF OTHER: DATE RECEIVED: 11/08/02 DRY UNIT WT.: PCF CYLINDER TEST TEST TYPE CYLINDER AREA MAXIMUM STRENGTH FRAC. STRENGTH TEST NUMBER DATE AGE CURING DIA.-IN. SQ.IN. LOAD-LBS. PSI TYPE REVIEW BY 99313 12/05/02 28 Lab 4.00 12.6 58900 4690 D 011140 X i@ 28 days= 4690 PSI GiEI4EM,Aii:NallESC 173 or ASTM C 231 A)CONE B) CONE AND SPLIT C)CONE AND SHEAR D)SHEAR E)COLUMNAR Possible unacceptable test result if STRENGTH REVIEW = Sampling:ASTM C 172(procedure may be modified as per STS procedure) Cylinder casting and laboratory curing: ASTM C 31 Slump:ASTM C 143 Air Content:ASTM C 173 or ASTM C 231 Concrete Temperature:ASTM C 106 STS Consultants, Ltd. 10900 73rd Avenue North, Maple Grove, MN 55369-5547 (763)315-6300 Date Printed: 12/09/02 grio STS CONSULTANTS, LTD. TRANSMITTAL 10900-73rd Ave. N., Suite 150 Maple Grove, MN 55369-5547 763/315-6300 FAX 763/315-1836 To: Weis Builders, Inc. Date: 12/20/02 STS Project 98904 7645 Lyndale Avenue South Re: Keystone of Prior Lake Minneapolis, MN 55423 Prior Lake, Minnesota Attn: Mr. Patrick Schei We are sending the following item(s): Boring Logs Proposal/Report Specifications Change Order Repair Documents X Test Results Copy of Letter Samples Field Reports Plans Shop Drawings Other Copies Date I! um r a Description 1 15 . CoriereteCompressive"Stret i;itlx-I-Oit; ti Remarks Copy to: Mr. Gary Fischer Mr. Bernie Feidt— Building Inspector Tushie— Montgomery Associates,Inc. City of Prior Lake 7645 Lyndale Avenue S., Suite 100 16200 Eagle Creek Avenue SE Minneapolis, MN 55423 Prior Lake, MN 55372 Mr. Mel Hernandez Palanisami &Associates, Inc. 5661 International Parkway Minneapolis, MN 55428 STS Representative Steven J. Ruesink, P.E. D6904001.doc TS Construction Technology Group Oil 169 Concrete Compressive Strength Report ASTM C 39 PROJECT NAME: Keystone SET NUMBER: 15 PROJECT LOCATION: Prior Lake, Minnesota CONCRETE DESIGN STRENGTH: 3000 PSI STS PROJECT NUMBER: 98904 STS PROJECT ENGINEER: Ruesink DATE CAST: 11/24/02 GENERAL PROJECT INFORMATION OWNER: CLIENT: Weis Builders, Inc. ARCHITECT: Tushie-Montgomery Associates, Inc. GENERAL CONTRACTOR: Weis Builders Inc. STRUCTURAL ENGINEER: Palansami&Associates, Inc. SUB-CONTRACTOR: CONCRETE PLACEMENT LOCATION: D WING INTERIOR HALL PADS MIX DESIGN INFORMATION LOAD INFORMATION NAME OF SUPPLIER: UNKNOWN TICKET: MIX DESIGNATION: .. .. TRUCK: YARD: MIX DESIGN STRENGTH: 3000 PSI @ 28 DAYS FIELD TEST DATA CEMENT TYPE: I SLUMP: IN./ IN. AIR CONTENT: CONCRETE TEMP: AIR TEMP: WATER ADDED: GALS. NOTES: CAST BY OTHERS ADMIXTURES AIR ENTRAINING: WATER REDUCING: TIME SAMPLED: ACCEL/RETARD: MADE BY: WET UNIT WT.: _ PCF OTHER: DATE RECEIVED: 11/25/02 DRY UNIT WT.: PCF CYLINDER TEST TEST TYPE CYLINDER AREA MAXIMUM STRENGTH FRAC. STRENGTH TEST NUMBER DATE AGE CURING DIA.-IN. SQ.IN. LOAD-LBS. PSI TYPE REVIEW BY 99734 12/22/02 28 Lab 4.00 12.6 45080 3590 B 011140 X i @ 28 days= 3590 PSI Air Content:ASTM C 173 or ASTM C 231 A)CONE B)CONE AND SPLIT C)CONE AND SHEAR D)SHEAR E)COLUMNAR Possible unacceptable test result if STRENGTH REVIEW =* Sampling:ASTM C 172 (procedure may be modified as per STS procedure) Cylinder casting and laboratory curing:ASTM C 31 Slump:ASTM C 143 Air Content:ASTM C 173 or ASTM C 231 Concrete Temperature:ASTM C 1064 STS Consultants, Ltd. 10900 73rd Avenue North, Maple Grove, MN 55369-5547 (763)315-6300 Date Printed: 12/23/02 V I V VVOI,711.11 MVLIV/t I GVIIIwwyy %WIV11.10 Concrete Compressive Strength Report ASTM C 39P.A.6- . PROJECT NAME: Keystone SET NUMBER: 16 PROJECT LOCATION: Prior Lake, Minnesota CONCRETE DESIGN STRENGTH: 3000 PS STS PROJECT NUMBER: 98904 STS PROJECT ENGINEER: Ruesink DATE CAST: 11/25/02 GENERAL PROJECT INFORMATION OWNER: CLIENT: Weis Builders, Inc. ARCHITECT: Tushie-Montgomery Associates, Inc. GENERAL CONTRACTOR: Weis Builders Inc. STRUCTURAL ENGINEER: Palansami&Associates, Inc. SUB-CONTRACTOR: CONCRETE PLACEMENT LOCATION: C WINE INTERIOR PADS MIX DESIGN INFORMATION LOAD INFORMATION NAME OF SUPPLIER: UNKNOWN TICKET: MIX DESIGNATION: .. .. TRUCK: YARD: MIX DESIGN STRENGTH: 3000 PSI @ 28 DAYS FIELD TEST DATA CEMENT TYPE: I SLUMP: IN./ IN. AIR CONTENT: CONCRETE TEMP: AIR TEMP: WATER ADDED: GALS. NOTES: CAST BY OTHERS ADMIXTURES AIR ENTRAINING: WATER REDUCING: TIME SAMPLED: ACCEL/RETARD: MADE BY: WET UNIT WT.: _ PCF OTHER: DATE RECEIVED: 11/27/02 DRY UNIT WT.: PCF CYLINDER TEST TEST TYPE CYLINDER AREA MAXIMUM STRENGTH FRAC. STRENGTH TEST NUMBER DATE AGE CURING DIA.-IN. SQ.IN. LOAD-LBS. PSI TYPE REVIEW BY 99735 12/23/02 28 Lab 6.00 28.3 88780 3140 C 011140 X 1 @ 28 days= 3140 PSI Air Content:ASTM C 173 or ASTM C 231 A)CONE B)CONE AND SPLIT C)CONE AND SHEAR D)SHEAR E)COLUMNAR Possible unacceptable test result if STRENGTH REVIEW = Sampling:ASTM C 172(procedure may be modified as per STS procedure) Cylinder casting and laboratory curing:ASTM C 31 Slump:ASTM C 143 Air Content:ASTM C 173 or ASTM C 231 Concrete Temperature:ASTM C 1064 STS Consultants, Ltd. 10900 73rd Avenue North, Maple Grove, MN 55369-5547 (763)315-63(10 Date Printed: 12/30/02 STS Construction Technology Group pri Concrete Compressive Strength Report ASTM C 39 PROJECT NAME: Keystone SET NUMBER: 17 PROJECT LOCATION: Prior Lake, Minnesota CONCRETE DESIGN STRENGTH: 4000 PSI STS PROJECT NUMBER: 98904 STS PROJECT ENGINEER: Ruesink DATE CAST: 02/03/03 GENERAL PROJECT INFORMATION OWNER: CLIENT: Weis Builders, Inc. ARCHITECT: Tushie-Montgomery Associates, Inc. GENERAL CONTRACTOR: Weis Builders Inc. STRUCTURAL ENGINEER: Palansami&Associates, Inc. SUB-CONTRACTOR: CONCRETE PLACEMENT LOCATION: SLAB-ON-GRADE MIX DESIGN INFORMATION LOAD INFORMATION NAME OF SUPPLIER: AGGREGATE INDUSTRIES TICKET: MIX DESIGNATION: 401N1 TRUCK: YARD: MIX DESIGN STRENGTH: 4000 PSI @ 28 DAYS FIELD TEST DATA CEMENT TYPE: SLUMP: IN./ IN. AIR CONTENT: CONCRETE TEMP: AIR TEMP: WATER ADDED: GALS. NOTES: CAST BY OTHERS ADMIXTURES AIR ENTRAINING: WATER REDUCING: TIME SAMPLED: ACCEURETARD: MADE BY: WET UNIT WT.: PCF OTHER: DATE RECEIVED: 02/10/03 DRY UNIT WT.: PCF CYLINDER TEST TEST TYPE CYLINDER AREA MAXIMUM STRENGTH FRAC. STRENGTH TEST NUMBER DATE AGE CURING DIA.-IN. SO.IN. LOAD-LBS. PSI TYPE REVIEW BY 02136 02/12/03 9 Lab 6.00 28.3 95730 3390 D 02137 02/12/03 9 Lab 6.00 28.3 115030 4070 C 02138 03/03/03 28 02139 03/03/03 28 02140 Reserve X. @ 28 days= PSI Air Content:ASTM C 173 or ASTM C 231 A)CONE B) CONE AND SPLIT C)CONE AND SHEAR D)SHEAR E)COLUMNAR Possible unacceptable test result if STRENGTH REVIEW =` Sampling:ASTM C 172 (procedure may be modified as per STS procedure) Cylinder casting and laboratory curing:ASTM C 31 Slump: ASTM C 143 Air Content: ASTM C 173 or ASTM C 231 Concrete Temperature:ASTM C 106 STS Consultants, Ltd. 10900 73rd Avenue North, Maple Grove, MN 55369-5547 (763)315-6300 Date Printed: 02/14/03 STS Construction Technology Group Concrete Compressive Strength Report ASTM C 39 !�►,- PROJECT NAME: Keystone SET NUMBER: 18 PROJECT LOCATION: Prior Lake, Minnesota CONCRETE DESIGN STRENGTH: 4000 PSI STS PROJECT NUMBER: 98904 STS PROJECT ENGINEER: Ruesink DATE CAST: 02/04/03 GENERAL PROJECT INFORMATION OWNER: CLIENT: Weis Builders, Inc. ARCHITECT: Tushie-Montgomery Associates, Inc. GENERAL CONTRACTOR: Weis Builders Inc. STRUCTURAL ENGINEER: Palansami&Associates, Inc. SUB-CONTRACTOR: CONCRETE PLACEMENT LOCATION: SLAB-ON-GRADE MIX DESIGN INFORMATION LOAD INFORMATION NAME OF SUPPLIER: AGGREGATE INDUSTRIES TICKET: MIX DESIGNATION: 401N1 TRUCK: YARD: MIX DESIGN STRENGTH: 4000 PSI @ 28 DAYS FIELD TEST DATA CEMENT TYPE: SLUMP: IN./ IN. AIR CONTENT: CONCRETE TEMP: AIR TEMP: WATER ADDED: GALS. NOTES: CAST BY OTHERS ADMIXTURES AIR ENTRAINING: WATER REDUCING: TIME SAMPLED: ACCEL/RETARD: MADE BY: WET UNIT WT.: PCF OTHER: DATE RECEIVED: 02/05/03 DRY UNIT WT.: PCF CYLINDER TEST TEST TYPE CYLINDER AREA MAXIMUM STRENGTH FRAC. STRENGTH TEST NUMBER DATE AGE CURING DIA.-IN. SQ:IN. LOAD-LBS. PSI TYPE REVIEW BY 02141 02/12/03 8 Lab 6.00 28.3 121410 4290 C 02142 02/12/03 8 Lab 6.00 28.3 131450 4650 D 02143 03/04/03 28 02144 03/04/03 28 02145 Reserve X i @ 28 days= PSI Air Content: ASTM C 173 or ASTM C 231 A) CONE B)CONE AND SPLIT C) CONE AND SHEAR D)SHEAR E)COLUMNAR Possible unacceptable test result if STRENGTH REVIEW =* Sampling:ASTM C 172 (procedure may be modified as per STS procedure) Cylinder casting and laboratory curing: ASTM C 31 Slump: ASTM C 143 Air Content: ASTM C 173 or ASTM C 231 Concrete Temperature: ASTM C 106 STS Consultants, Ltd. 10900 73rd Avenue North, Maple Grove, MN 55369-5547 (763)315-6300 Date Printed: 02/14/03 STS Construction Technology Group Concrete Compressive Strength Report ASTM C 39 WI � PROJECT NAME: Keystone SET NUMBER: 19 PROJECT LOCATION: Prior Lake, Minnesota CONCRETE DESIGN STRENGTH: 4000 PSI STS PROJECT NUMBER: 98904 STS PROJECT ENGINEER: Ruesink DATE CAST: 02/05/03 GENERAL PROJECT INFORMATION OWNER: CLIENT: Weis Builders, Inc. ARCHITECT: Tushie-Montgomery Associates, Inc. GENERAL CONTRACTOR: Weis Builders Inc. STRUCTURAL ENGINEER: Palansami&Associates, Inc. SUB-CONTRACTOR: CONCRETE PLACEMENT LOCATION: SLAB-ON-GRADE MIX DESIGN INFORMATION LOAD INFORMATION NAME OF SUPPLIER: AGGREGATE INDUSTRIES TICKET: MIX DESIGNATION: 401N1 TRUCK: YARD: MIX DESIGN STRENGTH: 4000 PSI @ 28 DAYS FIELD TEST DATA CEMENT TYPE: SLUMP: IN./ IN. AIR CONTENT: CONCRETE TEMP: AIR TEMP: WATER ADDED: GALS. NOTES: CAST BY OTHERS ADMIXTURES -- AIR ENTRAINING: - ------- -WATER REDUCING: TIME SAMPLED: ACCEL/RETARD: MADE BY: WET UNIT WT.: PCF OTHER: DATE RECEIVED: 02/10/03 DRY UNIT WT.: PCF CYLINDER TEST TEST TYPE CYLINDER AREA MAXIMUM STRENGTH FRAC. STRENGTH TEST NUMBER DATE AGE CURING DIA.-IN. SQ.IN. LOAD-LBS. PSI TYPE REVIEW BY 02146 02/12/03 7 Lab 6.00 28.3 146700 5190 C 02147 02/12/03 7 Lab 6.00 28.3 143210 5070 D 02148 03/05/03 28 02149 03/05/03 28 02150 Reserve X 1 @ 28 days= PSI Air Content: ASTM C 173 or ASTM C 231 A)CONE B)CONE AND SPLIT C) CONE AND SHEAR D)SHEAR E) COLUMNAR Possible unacceptable test result if STRENGTH REVIEW =* Sampling: ASTM C 172 (procedure may be modified as per STS procedure) Cylinder casting and laboratory curing:ASTM C 31 Slump:ASTM C 143 Air Content: ASTM C 173 or ASTM C 231 Concrete Temperature:ASTM C 106 STS Consultants, Ltd. 10900 73rd Avenue North, Maple Grove, MN 55369-5547 (763)315-6300 Date Printed: 02/14/03 i STS CONSULTANTS, LTD. TRANSMITTAL -Lkh' lW14 10900 73'd Ave. N., Suite 150 , Maple Grove, MN 55369-5547 763/315-6300 FAX 763/315-1836 To: Weis Builders, Inc. Date: 02/26/03 STS Project 98904 7645 Lyndale Avenue South Re: Keystone of Prior Lake Minneapolis, MN 55423 Prior Lake, Minnesota Attn: Mr. Patrick Schei We are sending the following item(s): Boring Logs Proposal/Report Specifications Change Order Repair Documents Test Results Copy of Letter Samples • X Field Reports Plans Shop Drawings Other • C pis Dat Number ,D ori tion Z� 1 2/10/03 -- ' ', teld Report 'i- d �'. �'n^ -k � a f �'� 3ry z � � y it ..F T ` z tax ,zz F, k' , Remarks Copy to: Mr. Gary Fischer Associates,lnc. Mr. Bernie Feidt— Building Inspector Tushie — Montgomery City of Prior Lake 7645 Lyndale Avenue S., Suite 100 16200 Eagle Creek Avenue SE Minneapolis, MN 55423 Prior Lake, MN 55372 Mr. Mel •Hernandez Palanisami &Associates, Inc. 5661 International Parkway ,,,'aa_i.„-cl Minneapolis, MN 55428 STS Representative Steven J. Ruesink, P.E. D6904001.doc FIELD REPORT pir;I;1Construction Technology Group NOTE: The responsibilities and authority of STS and STS'Field Personnel include neither the responsibilities nor the authority of the'Competent Person' for the project site as defined by OSHA Regulations:29 CFR 1926 Subpart R of Project K4Z1 r-'€.- (2P-- l�i o2 Report No. Project No. d 9v y Day/Date "MV- sZ-Ia-03 Location P 2t otz Afc 0') Weather/Temp. sN^""� 0 =5' Contractor Lk.,&I sClient Equipment Rental Arrive Job )0%3 O Project Competent Person per 29 CFR Part 1926(Subpart P) TOTAL NAME: Tolls $ CHARGEABLE Depart Job VI a HOURS FIRM: r.4-f1011G-R�IAIFgWn ADDRESS: Parking $ Total Hours on Job Mileage -561 PHONE: Travel Time A o 2 ,d• Present on ite OYES D NO Project Preparation Time —. Summary of technical and/or engineering services performed, including field test data. Locations, elevations and depth are estimated. . (*67.ral Iler .C-5/ r jot-we- n r L a34.6-0 /-49,0 g , &mss € Sr CiZ s. �2 J2/16- cr.J- (,2,g0`— dvacref b # aca 1icc- d-'- �c 6 - Je; �j�'=y4-'" �� . ��Z�uG's� G 5'0-'5-. T .97-Y 496 /--rf2 �Qa ee-S.r'i'"'C, FieldTest Data is Estimated-Pending Final Laboratory Test Results Site Sketch:Indicate North Field Representative Position By�� --¢' Company Title zP!� ' — 7 STS Consultants Ltd. White-Office White-Field Yellow-Time Card 05/01 20k STS Consultants Ltd. Consulting Engineers Steen Engineering, Inc. 5650 North Lilac Drive Brooklyn Center, Minnesota 55430 (763) 585-6742 Fax (763) 585-6757 TRANSMITTAL TO: City of Prior Lake DATE: March 12, 2003 16200 Eagle Creek Ave. S.E. Prior Lake, MN 55372 STEEN JOB#: DMI202 PROJECT NAME: Keystone Communities ATTN: Robert D. Huctchins Prior Lake, MN WE ARE SENDING: BY: ❑ Originals 0 Shop Drawings 0 Disks 0 Pick-up ❑ Bond -Trans. ESI#2 0 Check Set ❑� Mail ❑ Copy of Letter 0 Reproducibles 0 Other 0 Messenger ❑ Ch. Order 0 Specifications 0 0 Overnight WHICH HAS BEEN: FOR YOUR: PLEASE: ❑ Reviewed 0 Review 0 Revise & Resubmit ❑ Modified 0 Comment 0 0 Requested 0 Information 0 File for your Records COPIES: DATE: #SHEETS: DESCRIPTION: 1 3/6/2003 ESI #2 REMARKS: SUPPORT: SENDER: PRINCIPAL:PR Pat 0-1Kurt /1 Gene S. File 0 SwiN ENGINEERING INC. 5650 North Lilac Drive Brooklyn Center,MN 55430 763-585-6742 main 763-585-6757 fax Email: steen@steeneng.com March 12, 2003 Mr. Robert D. Hutchins Building Official City of Prior Lake 16200 Eagle Creek Ave. S.E. Prior Lake, MN 55372 Re: Prior Lake Senior Housing Steen#DMI202 Dear Robert: In response to your plan review letter of January 29, 2003, the following issues shall be addressed as noted. 1. The mechanical contractor shall provide all firestopping documentation. 2. All exhaust and dryer exterior wall caps shall be terminated a minimum of 48" from operable windows. 3. All EF-C laundry exhaust ducts shall be routed up in a one hour rated shaft. 4. Smoke/fire damper shall be added at office `B' supply ductwork wall penetration. 5. Smoke/fire damper shall be added at shaft penetration. 6. The RPZ has been replaced by a"3/4"manual fill"per December 3, 2002 Addendum. 7. All 8" diameter round outside air ductwork to furnaces 1, 2 and 3 shall be 28 gauge duct and the opening fire caulked. �7/_ �,; SiiEN ENGINEERING INC. 5650 North Lilac Drive Brooklyn Center,MN 55430 763-585-6742 main 763-585-6757 fax Email: steen@steeneng.com March 6, 2003 ENGINEER'S SUPPLEMENTAL INSTRUCTION (ESI)NO. 2 TO PLANS AND SPECIFICATIONS FOR: KEYSTONE COMMUNITIES PRIOR LAKE,MN STEEN#DMI202 The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents. DRAWINGS M2.5 1. Revised per Drawing M2.5 e 11 (attached). a. Add smoke/fire damper at 6/6 supply air duct near Office `B'. M2.9 1. Revised per Drawing M2.9.11 (attached). a. Add smoke/fire damper at ventilation shaft. b. Route exhaust duct to one hour shaft. END OF ESI NO.2 Designing Sensible Cost Effective Solutions lo 01 1-,immommen - : 16"0 OUTSIDE AlR � " CONDENSATE —4"0 EXHAUST I TO WALL CAP. :ALANCE / : TO ° ATO 80 CFM 'AI! ® TO WALLSICDE APAIR inW TO/ WALL CAPBIRDSCREEN T —'/ 4.2 MBH L 4.3 MBH= 16/8 Fir mm ��_— �I _ El -�;1 ' I 12/6 _ : ' _V_III uu 12 6 150 :/8 co 180 i L.1; �"� _ 16.1 MBH , ` A 14/8 _(2)B,�1 ' ; - EW (2): T671 I 300 / A 14/8 � ..,r� (2 I + 300 F 1* B 16/20 )B 12 6 57 :/10 B coI MP-1, �, 14/6 2252/8 J 0 FC-1 ' R A ["I 16/,01R _ Cv ! J67• 12/8 riluirrl/ \ VA7A _ \ ; !. hid', N OMP-1 AIN 'kik LB B " EF—B 1��'I+ `I v F " 11, 0 i EF—B. . EF—B ---.. ( gr •7 = I 0 0 Ir —ILI) 12I- 1 ,.___ (111 x--24/ INS o❑ . -7/ A 14 10 z I \ I I 1 I I ,� T T rY 460 )1 I 1 I I / � I --, PARTIAL FIRST FLOOR HVAC PLAN 1 NO SCALE STEEN NO. ESI DMI202 #2 763-585-6742 KEYSTONE COMMUNITIES DATE: 3/6/03 763-58E1 :r 57 faxS 1EEN OF PRIOR LAKE Email: n ece � 5650 N PRIOR LAKE DRAWN: KMS p' 51 ENGINEERING INC. Brooklyn Center,MN 55430 MINNESOTA SCALE: AS NOTED I Y lu LAI I. .jr /011 1-,,11/r w.,., I LL THRU ROOF TO VENT, ETC. CAP TIT. I CATION T( , •• O A 6"0 ) GRILLE 1 1 •• ----- EF-E3 imiNs - I WALL CAP (TYP) 1 \ /-_-.)-,1 I `w \_ v - I BATI 4"0 DRYER E TO ALL CA • • P 0 c- • 14/10 TRANSFER DUCT 9 X ,a't \ B ` 4l 14/10 _ ..„ --)r R =_C ir ., dik ` Ilk-' • 3/4" GAS TO EACH ,rA •- 6"0 EX :UST WE S %l. ,li`• CTH R .APU ROOF il ' .' C1 3' x 2' HOISTWAY 1 E) �I GRAVITY RELIEF fl O o FURN- ► -- HOOD AT ROOF 1 1 0 _ - • ID 11 W/MOTORIZE=D DAMPER AND / - - END SWITCH X � PA, i - , (----' 8TH 0 OUTSIDROOFE TOAIR UP 14 1-1 GOOSE ECK (TYP) \ IT III I li I i I fl T-) I- T1 PARTIAL FIRST FLOOR 1 HVAC PLAN NO SCALE STEEN NO. ESI DM1202 112 763-585-6742 KEYSTONE COMMUNITIES DATE: 3/6/03 S1EEN 763-585-6757 fax OF PRIOR LAKE � Email:Steen ecenet.com 5650 North Lilac Drive PRIOR LAKE DRAWN: KMS EL9.1 ENGINEERING INC. Brooklyn Center,MN 55,430 MINNESOTA SCALE: AS NOTED Steen Engineering, Inc. c� 5650 North Lilac Drive Brooklyn Center, Minnesota 55430 APR 0 3 2003 (763) 585-6742 Fax (763) 585-6757 By TRANSMITTAL TO: City of Prior Lake DATE: April 1, 2003 16200 Eagle Creek Ave. S.E. Prior Lake, MN 55372 STEEN JOB#: DMI202 PROJECT NAME: Keystone Communities ATTN: Robert D. Hutchins Prior Lake, MN WE ARE SENDING: BY: ❑ Originals 0 Shop Drawings 0 Disks 0 Pick-up ❑ Bond-Trans. ❑✓ ESI#3 0 Check Set ❑D Mail ❑ Copy of Letter 0 Reproducibles 0 Other 0 Messenger ❑ Ch. Order 0 Specifications 0 0 Overnight WHICH HAS BEEN: FOR YOUR: PLEASE: ❑ Reviewed 0 Review ❑ Revise & Resubmit ❑ Modified ❑ Comment 0 p Requested 0 Information 0 File for your Records COPIES: DATE: #SHEETS: DESCRIPTION: 1 4/1/2003 ESI#3 REMARKS: cc: Tim Daly, Doody Mech (fax only) Gary Fischer, Tushie Montgomery (fax only) SUPPORT: SENDER: PRINCIPAL: PatYar Kurt Mark File 0 S1EEN ENGINEERING INC. 5650 North Lilac Drive Brooklyn Center,MN 55430 763-585-6742 main 763-585-6757 fax Email: steen@steeneng.com April 1, 2003 ENGINEER'S SUPPLEMENTAL INSTRUCTION (ESI)NO.3 TO PLANS AND SPECIFICATIONS FOR: KEYSTONE COMMUNITIES PRIOR LAKE,MN STEEN#DMI202 The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents. DRAWINGS M2.5 1. Revised per Drawing M2.5.21 (attached). a. Add smoke/fire damper at 12/8 transfer air duct near Office `B'. END OF ESI NO.3 Designing Sensible Cost Effective Solutions riot � 1 �- - - - - - 0 ,r����rl �„ ,,,,,, , ,u„�a„ 0 0� 0 0 �...un,•,•,•r [ _6"0 OUTSIDE AIR4 ' o —4"o EXHAUST TO WALL CAP. BALANSselCiOATGEETTE HWS-t2 = 8"� OUTSIDE AIRVASLcN•\\t TO -4 4.2 MBH L J 4.3 MBH 16/8 — _r\ I p S•F, lr 12 Milk 3 r 1 6Al26© L I r� I 12 6 10"a' Al2/6 �� / Ilijj-1...,,sillig /150 /8 1 _ J S / 180 / 16.1 MBH /.� p o ° LA 14/8 — t2rBr,1 �I Iii "2 - (2)B rt1 1 - — 300 A 14/8 to - B 16/20 300 — - S'F AL . Sri 4)B 12/6, - r, 16/10 B MP-1 _ it 14 6 A 12/8 I OFo-i I�_A " } / 225 1 - - 16/10— r 1 v • ,ll _1_ A Alf) \ \ . 8/5 1:L 1V1 \ -12/a\ \ A ,_, / (I CAIN 0 _ — C / B B" EF_B „ o / EFB Irk 00T O01 K____ ,-24, INS ❑O A 14 10 7 z 460 7 PARTIAL FIRST FLOOR Ei) HVAC PLAN NO SCALE STEEN NO. ESI DM1202 43 763-585-6742 KEYSTONE COMMUNITIES DATE: 4/1/03 [SI EE N ! :::m OF POR LAKE • PRIOR LAKE DRAWN: KMS M2 521 ENGINEERING INC. Brooklyn Center,MN 55430 MINNESOTA SCALE: AS NOTED •