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20241030160323016JOSEPH M METZGER * ARCHITECT FOUR DUNCLIFF COURT* ALBANY * NEW YORK 12205 (518)-438-5578 October 30, 2024 Building Department Town of Queensbury 742 Bay Road Queensbury, NY 12804 Attn: Mr. John O'Brien Re: Building Addition — Case 2024-0234 KAMCO Supply 10 Silver Circle Queensbury, New York Dear Mr. O'Brien: Please be informed that on Wednesday, October 30, 2024, I reviewed the completed work for the above referenced project. Please be advised that to the best of my knowledge and belief the work has been completed according to the approved drawings and specifications, insofar as structural, fire, health and life safety is concerned. If you should require any additional information, please feel free to contact me at your earliest convenience. Sincerely, Joseph M. Metzger Architect License Number 018929 PO. Box 767 — 15 C Glens Falls, NY 12+ (518)793-7788 12901 Fax (5 18) 793-0602 October 30, 2024 Kamco Supply of New Inglai 10 Silver Circle Queensbury, New York 42804 To Whom It May Concern: St. Notify -Plus, Inc. Alarms This letter will certify to of the fire alarm system have been tested and 1 At the time of the inspection all devices were found to be 100% operational. in accordance to NFPA72. Should you have any questions, please do not hesitate to contact our office. Sincerely, �y She�r.�-�'� Y� Inspection Manager i I KMM to Placid, NY 12946 (518) 523-1600 'ax (518) 793-0602 Plattsburgh, NY (518) 666-9147 Fax (518) 793-0602 I as of October 29, 2024. s installed and operational 8 Enterprise Drive Albany, New York 12204 PIt(618)463-4340 F It (618) 463-4378 Email: 11 MORBM-eUARDIAN.CCM OCtobor21,2024 To: M112 Construction Services I.L.G. ATTENTION: Mike Robyck Re: Kamco Supply of Now England - Addition 10 Sliver Circle Queensbury, New York Project # 24002 COMPLETION--------------------------------------------------------------------------- The Sprinkler System atthe above referenced project Is on and in working condition. This system was installed and tested in conformance with NFPA Pamphlet 4113 Requirements. If you have any questions, please do not hesitate to call our office. Sincerely, RBM - Guardian Fire Protection, Inc. Travi4�unr` Project Manager E Cl � \ j } ( t j\§ \ ]) ) } \\ t § { ) \ � )\ } (\{ \ ) ) ; \ d)) \}\ ) j \ ` ) - : ` i )! ~ ! ;) 5 �� - � CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.& T.S., INC. 4 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Email: constructiontech Mlive.com CLIENT: MR2 CONSTRUCTION SERVICES, LLC. REPORT DATE: 07/17/24 5 OLD STONEBREAK ROAD SAMPLE NUMBER: 24596 MALTA, NEW YORK 12020 OUR FILE NUMBER: 100.412 LAB TECHNICIAN: ROBERT BEHAN ATT'N: MR. MICHAEL ROBYCK PROJECT: KAMCO SUPPLY ADDITION: QUEENSBURY, NEW YORK REPORT OF MOISTURE / DENSITY RELATION OF SOILS ::: PROCTOR MATERIAL SOURCE: ONSITE MATERIAL MATERIAL DESCRIPTION: SAND, finchnediu n; trace Sill/Clay; trace fine Gravel PROCTOR METHOD: ASTM D-1557: MODIFIED EFFORT GRADATION METHOD: ASTM D-1 140 / D-422: WASHED MAXIMUM DENSITY 112.1 PCF OPTIMUM MOISTURE 11.7 % GRADATION SIEVE PERCENT SPECIFICATION SIZE, PASSING ALLOWANCE 4" 3" 2 1/2" 2" 1 1/2" 1„ 3/4" 1/2" 100.0 3/8" 99.5 1/4" 99.1 #4 98.9 1/8" #8 97.9 #10 #I6 95.2 #20 #30 80.5 #40 59.3 #50 27.1 #60 20.6 #80 #100 7.4 #140 #200 4.2 REPORT DISTRIBUTION: 1: 2: 3: 4: 117 116 115 fA Z W 0 � 114 0113 a 112 110 109 L 8 ZERO AIR VOIDS CURVE: 2.43 SPECIFIC GRAVITY 9 10 11 12 13 14 15 16 MOISTURE CONTENT::: PERCENT DRY WEIGHT GENERAL NOTES: Respectfully, CONSTRUCTION TECHNOLOGY ROBERT BEHAN, (NICET) CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.& T.S., INC. 4 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Email: constructionteeh@live.com CLIENT: MR2 CONSTRUCTION SERVICES, LLC. REPORT DATE: 07/25/24 5 OLD STONEBREAK ROAD SAMPLE NUMBER: 24649 MALTA, NEW YORK 12020 OUR FILE NUMBER: 100.412 LAB TECHNICIAN: ROBERT BEHAN ATT'N: MR. MICHAEL ROBYCK PROJECT: KANICO SUPPLY ADDITION: QUEENSBURY, NEW YORK REPORT OF MOISTURE / DENSITY RELATION OF SOILS ::: PROCTOR MATERIAL SOURCE: BORROW: CRUSHER RUN MATERIAL DESCRIPTION: CRUSHED STONE sized as: SAND, medium; and fine Gravel; trace Silt/Clay PROCTOR METHOD: ASTMM D-1557: MODIFIED EFFORT GRADATION METHOD: ASTM D-1140 / D-422: WASHED MAXIMUM DENSITY 140.7 PCF OPTIMUM MOISTURE 5.8 % GRADATION SIEVE PERCENT SPECIFICATION SIZE PASSING ALLOWANCE 4" 3" 2 1/2" 2" 1 1/2" I" 3/4" 100.0 1/2" 94.7 3/8" 81.6 1/4" 62.9 114 58.7 I/8" 118 43.7 Ilia #16 28.0 #20 #30 18.3 #40 15.0 050 11.8 460 9.8 #80 0100 5.8 #140 #200 3.3 ZERO AIR VOIDS CURVE: 2.72 SPECIFIC GRAVITY 146 145 144 143 O H O O LL O 142 fil U K a 141 rn 0 z 0 a 140 139 138 2 3 4 5 6 7 8 9 10 MOISTURE CONTENT::: PERCENT DRY WEIGHT REPORT DISTRIBUTION: GENERAL NOTES: Respectfully, I: CONSTRUCTION TECHNOLOGY 2: D 3: �a✓iti,(Ien 4: ROBERT BEHAN, (NICET) 5: MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.& T.S., INC. 4 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Email: constructiontech@live.com CLIENT: MR2 CONSTRUCTION SERVICES, LLC. 5 OLD STONEBREAK ROAD MALTA, NEW YORK 12020 ATTN: MR. MICHAEL ROBYCK PROJECT:KAMCO SUPPLY ADDITION: QUEENSBURY, NEW YORK REPORTNUMBER: 1 :PAGE#:1 INSPECTION DATE: 07/29/24 OUR FILE NUMBER: 100.412 FIELD INSPECTOR: DAVE CASAW SOIL COMPACTION VERIFICATION REPORT::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 24596 11.7 112.1 SAND, fine/medium; trace silt/clay; trace fine Gravel ONSITE MATERIAL FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOUNDATION SYSTEM BACKFILL ELEVATION REFERENCE: F.G. = FINISH GRADE = TOP OF FOUNDATION WALL COMPACTION TEST METHOD ASTM D-6938 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95.0 % TEST NO. SOIL BEARING SOIL CODE DEPTH OR ELEVATION LOCATION OF TEST MOISTURE CONTENT INPLACE DRY DENSITY(PCF) PERCENT COMPACT 1 24596 F.G. - 3.00' INTERIOR BACKFILL E/6 5.7 % 107.1 95.5 % 2 24596 F.G. -3,00' INTERIOR BACKFILL: E/4 7.0 % 107.6 96.0 % 3 24596 F.G. - 3.00' INTERIOR BACKFILL: E/4 4.4 % 108.1 96.4 4 24596 F.G. - 3.00' INTERIOR BACKFILL CJt 4.7 % 107.7 96.1 % 5 24596 F.G. - 2.00' INTERIOR BACKFILL: C/2 4.7 % 110.3 98.4 % 6 24596 F.G. - 2.00' INTERIOR BACKFILL C/3 4.2 % 108.1 96.4 % 7 24596 F.G. - 2.00' INTERIOR BACKFILL: C/4 5.2 % 107.5 95.9 8 24596 F.G. - 2.00' INTERIOR BACKFILL: C/5 5.3 % 108.0 96.3 % 9 24596 F.G. - 2.00' INTERIOR BACKFILL: C/6 5.0 % 109.3 97.5 REPORT DISTRIBUTION: 1: FILE 2: 3: 4: 5: 6: GENERAL NOTES: 1. D-1556 = SAND CONE METHOD OF TEST 2. D-2922 = NUCLEAR GAUGE METHOD OF TEST 3. FF = FINISH FLOOR 4. FG = FINISH GRADE 5. 6. RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY /ortf,!apwll ROBERT BEHAN (NICET) MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.& T.S., INC. 4 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Email: constructiontech@live.com CLIENT: MR2 CONSTRUCTION SERVICES, LLC. 5 OLD STONEBREAK ROAD MALTA, NEW YORK 12020 ATT'N: MR. MICHAEL ROBYCK PROJECT: KAMCO SUPPLY ADDITION: QUEENSBURY, NEW YORK REPORT NUMBER: 2 : PAGE N: 1 INSPECTION DATE: 08/01/24 OUR FILE NUMBER: 100.412 FIELD INSPECTOR: DAVE CASAW SOIL COMPACTION VERIFICATION REPORT::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 24596 11.7 112.1 SAND, fine/medium; trace Silt/Clay; trace fine Gravel ONSITE MATERIAL 24649 5.8 140.7 CR STONE sized as: SAND, m; and fine Gravel; tr SiIVCIa BORROW: CRUSHER RUN FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: SLAB ON GRADE SUBGRADE ELEVATION REFERENCE: F.G. = FINISH GRADE = TOP OF SLAB SUBGRADE COMPACTION TEST METHOD ASTM D-6938 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95.0 TEST NO. SOIL BEARING SOIL CODE DEPTH OR ELEVATION LOCATION OF TEST MOISTURE CONTENT INPLACE DRY DENSITY PCF PERCENT COMPACT 1 24649 FINISH GRADE SLAB SUBGRADE: B/6.5 2.0 % 137.7 97.9 2 24649 FINISH GRADE SLAB SUBGRADE: D/6.5 2.3 % 138.1 98.2 3 24649 FINISH GRADE SLAB SUBGRADE: B/5 1.9 % 139.0 98.8 4 24649 FINISH GRADE SLAB SUBGRADE: D/5 2.5 % 137.9 98.0 5 24649 FINISH GRADE SLAB SUBGRADE: B/4 2.0 % 138.3 98.3 6 24649 FINISH GRADE SLAB SUBGRADE: D/4 2.2 % 137.2 97.5 REPORT DISTRIBUTION: 1: FILE 2: 3: 4: 5: 6: GENERAL NOTES: 1. D-1556 = SAND CONE METHOD OF TEST 2. D-2922 = NUCLEAR GAUGE METHOD OF TEST 3. FF = FINISH FLOOR 4. FG = FINISH GRADE 5. 6. RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY 1pld`. & r ROBERT BEHAN (NICET) MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY 4 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Email: constructiontech C�Iive.conl CLIENT: MR2 CONSTRUCTION SERVICES, LLC. REPORT NUMBER: 1 : PAGE #: 1 5 OLD STONEBREAK ROAD INSPECTION DATE: 07/17/24 MALTA, NEW YORK 12020 OUR FILE NUMBER: 100.412 INSPECTOR & TEST SET: DONALD HOOK #9 ATT'N: MR. MICHAEL ROBYCK AMBIENT WEATHER: 80's: CLOUDY PROJECT: KAMCO SUPPLY ADDITION: QUEENSBURY, NEW YORK OUR FILE LOCATION: 244257 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1 : FOOTINGS: AM - Ell; A/6, A/5, A/4, A/3, A/2 PLACEMENT LOCATION OF LOAD # 2: FOOTING: E/1 - E/5 PLACEMENT LOCATION OF LOAD # 3: FOOTING: E/5 - ER Ar7 DELIVERED LOAD NUMBER: 1 2 TRUCK NUMBER / TICKET NUMBER: 4525 / 866830 4598 / 866831 YARDAGE DELIVERED/SUBTOTAL: 8.00/ 8.00 8.00 / 16.00 TIMECONC. BATCHED/ARRIVED: 1.19/ 2.05 1.56 / 2.25 TIME PLACEMENT BEGAN / ENDED: 2.22 / 2.39 2.45 / 2.56 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.33 1.00 SLUMP ON ARRIVAL (INCHES) 3.50 3.75 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: 3.50 3.75 PLACEMENTSLUMP (INCH) (SPEC: - 5.00 ) 3.50 3.75 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 4.80 UNIT WEIGHT (PCF) (SPEC: - ) 146.96 CONCRETE TEMP. (F) (SPEC'. 45 - 90) 71 71 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 244257- 244262 DISCREPANCIES & REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 3: OVERTIME. PLACEMENT AREA REINFORCEMENT: CLEANLINESS & COVER ACCEPTABLE, PROPERLY SIZED & LOCATED. CONCRETE SUPPLIER: DESIGN STRENGTH & FORMULA: CEMENT: CEMENT: WATER: COARSE AGGREGATE#1: COARSE AGGREGATE #2: COARSE AGGREGATE#3: FINE AGGREGATE: ADMIXTURE #1: ADMIXTURE #2: ADMIXTURE #3: AIR ENTRAINING AGENT: JOINTA-GALUSHA CONCRETE, INC. 3000 P.S.I. @ 28 DAYS LBS. LBS. GAL. LBS. LBS. LBS. LBS. OZS. OZS. OZS. OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY AVI!<Y.13il ROBERT BEHAN (NICET) 3 4914 / 866832 7.50 / 23.50 2.20 / 2.47 3.49 / 4.10 1.831 4.00 4.00 4.00 72 CONCRETE TESTCYLINDER COMPRESSIVE RESULTS PER: ASTM: C39 UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 07/18/24 CYLINDER TEST TESTAGE ULTIMATE UNIT NUMBER DATE DAYS APPLIED LOAD P.S.I. 244257 07/24/24 7 36,600 2910 244258 07/24/24 7 37,450 2980 244259 OB/14/24 28 244260 08/14/24 28 244264 08/14/24 28 244262 SPARE CONSTRUCTION TECHNOLOGY 4 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Email: constmctiontechC�Iive.cam CLIENT: MR2 CONSTRUCTION SERVICES, LLC. REPORT NUMBER: 1 : PAGE #: 1 5 OLD STONEBREAK ROAD INSPECTION DATE: 07/17/24 MALTA, NEW YORK 12020 OUR FILE NUMBER: 100.412 INSPECTOR & TEST SET: DONALD HOOK 49 ATT'N: MR. MICHAEL ROBYCK AMBIENT WEATHER: 80's: CLOUDY PROJECT: KAMCO SUPPLY ADDITION: OUEENSBURY, NEW YORK OUR FILE LOCATION: 244257 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1 : FOOTINGS: A/1 - E/1; A/6, A/5, A/4, A/3, A/2 PLACEMENT LOCATION OF LOAD # 2: FOOTING E/1 - E/5 PLACEMENT LOCATION OF LOAD # 3 : FOOTING: E/5 - ER - AR DELIVERED LOAD NUMBER: 1 2 TRUCK NUMBER/TICKET NUMBER: 4525/ 866830 4598 / 866831 YARDAGE DELNERED/SUBTOTAL: 8.00/ 8.00 8.00 / 16.00 TIME GONC. BATCHED/ARRIVED: 1.19/ 2.05 1.56 / 2.25 TIME PLACEMENT BEGAN/ENDED: 2.22/ 2.39 2.45 / 2.56 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.33 1.00 SLUMP ON ARRIVAL (INCHES) 3.50 3.75 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: 3.50 3.75 PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 3.50 3.75 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 4.80 UNIT WEIGHT (PCF) (SPEC: - ) 146.96 CONCRETE TEMP. (F) (SPEC: 45 - 90) 71 71 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 244257- 244262 DISCREPANCIES & REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 3: OVERTIME. PLACEMENT AREA REINFORCEMENT: CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED. UNLESS NOTED ALL CONCRETE SUPPLIER: DESIGN STRENGTH & FORMULA: CEMENT: CEMENT: WATER: COARSE AGGREGATE#1: COARSE AGGREGATE#2: COARSE AGGREGATE#3: FINE AGGREGATE: ADMIXTURE #1: ADMIXTURE #2: ADMIXTURE #3: AIR ENTRAINING AGENT: JOINTA-GALUSHA CONCRETE, INC. 3000 P.S.I. @ 28 DAYS LBS. LBS. GAL, LBS. LBS. LBS. LBS. OZS. OZS. OZS. OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY ROBERT BEHAN (NICET) 3 4914 / 866832 7.50 / 23.50 2.20 / 2.47 3.49 / 4.10 1.831 4.00 4.00 4.00 72 C172, C173, C231, C470, C567, C6173 C1064 CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 07/18/24 CYLINDER TEST TESTAGE ULTIMATE UNIT NUMBER DATE DAYS APPLIED LOAD P.S.I. 244257 07/24/24 7 36,600 2910 244258 07/24/24 7 37,450 2980 244259 Oa/14/24 28 48,900 3890 244260 08/14/24 28 48,200 3840 244261 08/14/24 28 50,650 4030 244262 SPARE CONSTRUCTION TECHNOLOGY 4 William Street, Ballston Lake, New York 12019 Phone: (519) 399-1848 Email: constnstiontech@11Ve.CO111 CLIENT: MR2 CONSTRUCTION SERVICES, LLC. REPORT NUMBER: 2 : PAGE#: 1 5 OLD STONEBREAK ROAD INSPECTION DATE: 07/25/24 MALTA, NEW YORK 12020 OUR FILE NUMBER: 100.412 INSPECTOR & TEST SET: SCOTT ROBBINS #17 ATTN: MR. MICHAEL ROSYCK AMBIENT WEATHER: 70's: CLOUDY PROJECT: KAMCO SUPPLY ADDITION: QUEENSBURY, NEW YORK OUR FILE LOCATION: 244413 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1 : PIER COLUMNS: A/6, A/5, A/4, A/3, A/2; FOUNDATION WALL: All - E/1 PLACEMENT LOCATION OF LOAD # 2: FOUNDATION WALL: Ell - E/5 PLACEMENT LOCATION OF LOAD# 3: FOUNDATION WALL: E/5-E/7-A/7 DELIVERED LOAD NUMBER: 1 2 TRUCK NUMBER/TICKET NUMBER: 4905/ 866988 4914 / 866989 YARDAGE DELIVERED/SUBTOTAL: 9.00/ 9.00 9.00 / 18.00 TIMECONC. BATCHED/ARRIVED: 8.51 / 9.20 9.27 / 9.58 TIME PLACEMENT BEGAN / ENDED: 9.35 / 10.10 10.16 / 10.38 CONCRETE AGE( HOURS) (SPEC: MAX: 1.50) 1.32 1.18 SLUMP ON ARRIVAL (INCHES) 6.00 6.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: 6.00 6.00 PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 6.001 6.00 1 ENTRAINED AIR (%VOL) (SPEC: - 7.00) 6.40 UNIT WEIGHT (PCF) (SPEC: - ) M3.06 CONCRETE TEMP. (F) (SPEC: 45 - 90) 85 85 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 244413- 244418 DISCREPANCIES & REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 1,2,3: OVERTIME. PLACEMENT AREA REINFORCEMENT: CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED. 3 4904 / 866990 9.00 / 27.00 9.45 / 10.15 10.40 / 11-00 1.25 5.75 UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: DESIGN STRENGTH & FORMULA: CEMENT: CEMENT: WATER: COARSE AGGREGATE#1: COARSE AGGREGATE NZ COARSE AGGREGATE#3: FINE AGGREGATE: ADMIXTURE#1: ADMIXTURE#2: ADMIXTURE #3: AIR ENTRAINING AGENT: JOINTA-GALUSHA CONCRETE, INC. 3000 P.S.I. @ 28 DAYS LBS. LBS. GAL. LBS. LBS. LBS, LBS. OZS. OZS. OZS. OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY �luT� ROBERT BEHAN (NICET) 5.75 5.751 83 CONCRETETEST CYLINDER COMPRESSIVE RESULTS PER: ASTM: G39 UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 07/26P24 CYLINDER TEST TESTAGE ULTIMATE UNIT NUMBER DATE DAYS APPLIED LOAD P.S.I. 244413 08/01/24 7 34,150 2720 244414 08/01/24 7 33,700 2680 244415 OW22/24 28 244416 08/22/24 28 244417 08/22/24 28 244418 SPARE CONSTRUCTION TECHNOLOGY 4 William Street, Ballston Lake, New York 12019 Phone: IS 19) 399-1948 Email constructiontech@live,com CLIENT: MR2 CONSTRUCTION SERVICES, LLC. REPORT NUMBER: 2 : PAGE M 1 5 OLD STONEBREAK ROAD INSPECTION DATE: 07/25/24 MALTA, NEW YORK 12020 OUR FILE NUMBER: 100.412 INSPECTOR & TEST SET: SCOTT ROBBINS #17 ATT'N: MR. MICHAEL ROBYCK AMBIENT WEATHER: 70's: CLOUDY PROJECT: KAMCO SUPPLY ADDITION: OUEENSBURY, NEW YORK OUR FILE LOCATION: 244413 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1 : PIER COLUMNS: A16, A/5, A/4, A/3, A/2; FOUNDATION WALL: A/1 - E/1 PLACEMENT LOCATION OF LOAD # 2: FOUNDATION WALL: E/1 - E/5 PLACEMENT LOCATION OF LOAD # 3: FOUNDATION WALL: E/5 - E/7 - AR DELIVERED LOAD NUMBER: 1 2 TRUCK NUMBER / TICKET NUMBER: 4905 / 866988 4914 / 866989 YARDAGE DELIVERED/SUBTOTAL: 9.00/ 9.00 9.00 / 18.DO TIMECONC. BATCHED/ARRIVED: 8SI/ 9.20 9.27 / 9.58 TIME PLACEMENT BEGAN/ENDED: 9.35/ 10.10 10.16 / 10.38 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.32 1.18 SLUMP ON ARRIVAL (INCHES) 6.00 6.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: 6.00 6.00 PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 6.001 6.00 1 ENTRAINED AIR (%VOL) (SPEC: - 7.00) 6.40 UNIT WEIGHT (PCF) (SPEC', - ) 143.06 CONCRETE TEMP. (F) (SPEC: 45 - 90) 85 85 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERE 244413- 244418 DISCREPANCIES & REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 1,2,3: OVERTIME. PLACEMENT AREA REINFORCEMENT: CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED. IIL I R �'I7. GYII �7e\ � �I i �Ti i N C571aYd/i-F'1 i!, R CONCRETE SUPPLIER: DESIGN STRENGTH & FORMULA: CEMENT: CEMENT: WATER: COARSE AGGREGATE#1: COARSE AGGREGATE#2: COARSE AGGREGATE#3: FINE AGGREGATE: ADMIXTURE#1: ADMIXTURE #2: ADMIXTURE #3: AIR ENTRAINING AGENT: JOINTA-GALUSHA CONCRETE, INC. 3000 P.S.I. @ 28 DAYS LBS. LBS. GAL. LBS. LBS. LBS. LBS. OZS. OZS. OZS. OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY ROBERT BEHAN (NICET) 3 4904 / 866990 9.00 / 27,00 9.45 / 10.15 10.40 / 11.00 1.25 5.75 5.75 5.75 1 93 C172, C173, C231, C4703 C567, C617, C1064 CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 07/26Y24 CYLINDER TEST TEST AGE ULTIMATE UNIT NUMBER DATE DAYS APPLIED LOAD P.S.I. 244413 08/01/24 7 34,150 2720 244414 08/Ot/24 7 33,700 2680 244415 OW2P24 28 41,500 3300 244416 08/22Y24 28 43,200 3440 244417 08122/24 28 42,600 3390 244418 SPARE CONSTRUCTION TECHNOLOGY 4 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Email: constructiontech@live.com CLIENT: MR2 CONSTRUCTION SERVICES, LLC. REPORT NUMBER: 3 : PAGE M 1 5 OLD STONEBREAK ROAD INSPECTION DATE: 09/16/24 MALTA, NEW YORK 12020 OUR FILE NUMBER: 100.442 INSPECTOR & TEST SET: TONY SHAHINIAN #20 ATT'N: MR. MICHAEL ROBYCK AMBIENT WEATHER: 60's: INTERIOR PROJECT: KAMCO SUPPLY ADDITION: OUEENSBURY, NEW YORK OUR FILE LOCATION: 246051 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1 : SLAB ON GRADE: SOUTH PROCEEDING NORTH PLACEMENT LOCATION OF LOAD # 5: SLAB ON GRADE: SOUTH PROCEEDING NORTH DELIVERED LOAD NUMBER: 1 5 TRUCK NUMBER/TICKET NUMBER: 4915/ 3243593 4523 / 3243595 YARDAGE DELIVERED/SUBTOTAL: 10.00/ 10.00 10.00 / 50.00 TIMECONC. BATCHED/ARRIVED: 5.27/ 5.57 6.30 / 7.30 TIME PLACEMENT BEGAN/ENDED: 6.011 6.16 7.33 / 7.46 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 0.82 1.27 SLUMP ON ARRIVAL (INCHES) 6.25 6.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: 6.25 6.00 PLACEMENT SLUMP (INCH) (SPEC: - 5.00 ) 6.25 1 6.00 1 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 1.70 1.30 UNIT WEIGHT (PCF) (SPEC: - ) 146.92 145.48 CONCRETE TEMP. (F) (SPEC: 45 - 90 ) 69 74 NUMBER OF TEST SPECIMEN CAST 6 6 LAB CYLINDER CONTROL NUMBERE 246051- 246056 246057 - 246062 DISCREPANCIES & REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 1,5: SLUMP PLACEMENT AREA REINFORCEMENT: CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED. .C•71 ��7d Il■L�911iLH CONCRETE SUPPLIER: DESIGN STRENGTH & FORMULA: CEMENT: CEMENT: WATER: COARSE AGGREGATE#1: COARSE AGGREGATE#2: COARSE AGGREGATE#3: FINE AGGREGATE: ADMIXTURE#1: ADMIXTURE #2: ADMIXTURE #3: AIR ENTRAINING AGENT: PALLETTE CONCRETE, INC. 4000 P.S.I. @ 28 DAYS LBS. LBS. GAL. LBS. LBS. LBS. LBS. OZS. OZS. OZS. OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY ROBERT BEHAN (NK;ET) CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 09/17/24 CYLINDER TEST TEST AGE ULTIMATE UNIT NUMBER DATE DAYS APPLIED LOAD P.S.I. 246051 09/23124 7 246052 09/23/24 7 246053 10/14/24 28 246054 10/14/24 28 246055 10/14/24 28 246056 SPARE 246057 09/23/24 7 246058 09/23/24 7 246059 10/14/24 28 246060 10/14/24 28 246061 10/14/24 28 246062 SPARE 46,000 45,800 42,000 43,350 3660 3650 3340 3450 CONSTRUCTION TECHNOLOGY 4 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Email: constmclionlech@live.com CLIENT: MR2 CONSTRUCTION SERVICES, LLC. REPORT NUMBER: 3 : PAGE M 1 5 OLD STONEBREAK ROAD INSPECTION DATE: 09/16/24 MALTA, NEW YORK 12020 OUR FILE NUMBER: 100.412 INSPECTOR & TEST SET: TONY SHAHINIAN #20 ATT'N: MR. MICHAEL ROBYCK AMBIENT WEATHER: 60's: INTERIOR PROJECT: KAMCO SUPPLY ADDITION: OUEENSBURY, NEW YORK OUR FILE LOCATION: 246051 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1 : SLAB ON GRADE: SOUTH PROCEEDING NORTH PLACEMENT LOCATION OF LOAD # 5: SLAB ON GRADE: SOUTH PROCEEDING NORTH DELIVERED LOAD NUMBER: 1 5 TRUCK NUMBER /TICKET NUMBER: 49151 3243593 4523 / 3243595 YARDAGE DELIVERED/SUBTOTAL: 10.00/ 10.00 10.00 / 50.00 TIMECONC, BATCHED/ARRIVED: 5.27/ 5.57 6.30 / 7.30 TIME PLACEMENT BEGAN/ENDED: 6.01/ 6.16 7.33 / 7.46 CONCRETE AGE (HOURS I (SPEC: MAX: 1.50) 0.82 1.27 SLUMP ON ARRIVAL (INCHES) 6.25 6.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: 6.25 6.00 PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 6.251 6.00 1 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 1.70 1.30 UNIT WEIGHT (PCF) (SPEC: - ) 146.92 145.48 CONCRETE TEMP. (F) (SPEC: 45 - 90) 69 74 NUMBER OF TEST SPECIMEN CAST. 6 6 LAB CYLINDER CONTROL NUMBERS 246051- 246056 246057 - 246062 DISCREPANCIES & REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 1,5: SLUMP PLACEMENT AREA REINFORCEMENT: CLEANLINESS & COVER ACCEPTABLE. PROPERLY SIZED & LOCATED. CONCRETE SUPPLIER: DESIGN STRENGTH & FORMULA: CEMENT: CEMENT: WATER: COARSE AGGREGATE#/: COARSE AGGREGATE#2: COARSE AGGREGATE#3: FINE AGGREGATE: ADMIXTURE #1: ADMIXTURE 42: ADMIXTURE #3: AIR ENTRAINING AGENT: TING IAW: ASTM: C31 PALLETTE CONCRETE, INC. 4000 P.S.I. @ 28 DAYS LBS. LBS. GAL. LBS. LBS. LBS. LBS. OZS. OZS. OZS. OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY ZlzvAi /a ROBERT BEHAN (NICET) C172, C173, C231, C470, C567, C617, C1064 CONCRETETEST CYLINDER COMPRESSIVE RESULTS PER: AST6/:G39 UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 09/17/24 CYLINDER TEST TESTAGE ULTIMATE UNIT NUMBER DATE DAYS APPLIED LOAD P.S.I. 246051 09/23124 7 46,000 3660 246052 09Y23/24 7 45,800 3650 246053 10/14/24 28 56,350 4490 246054 10/14/24 28 57,950 4610 246055 10/14/24 28 58,400 4650 246056 SPARE 246057 0923/24 7 42,000 3340 246058 0923/24 7 43,350 3450 246059 10/1424 28 53,550 4260 246060 10/14/24 28 52,600 4190 246061 10/1424 28 52,950 4220 246062 SPARE CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.& T.S., INC. 4 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Email: constructiontech@live.com CLIENT: MR2 CONSTRUCTION SERVICES, LLC. 5 OLD STONEBREAK ROAD MALTA, NEW YORK 12020 ATTN: MR. MICHAEL ROBYCK PROJECT: KAMCO SUPPLY ADDITION: QUEENSBURY, NEW YORK REPORT NUMBER: I: PAGE: 1 INSPECTION DATE: 09/26/24 OUR FILE NUMBER: 100.412 FIELD INSPECTOR: DAVE CASAW REINFORCING. STRUCTURAL & LIGHT GAUGE STEEL:: FIELD OBSERVATION REPORT SPECIFICATION FOR BOLTED CONNECTIONS: AISC: AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR COLUMN PLUMBNESS: AISC: AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR FIELD WELDING: AWS: STRUCTURAL WELDING CODE - STEEL (A.W.S. D1.1) SPECIFICATION FOR CONCRETE REINFORCEMENT: CRSI: CONCRETE REINFORCING STEEL INSTITUTE COLUMN ELEVATION SHOP/FIELD COLUMN THREADED LINE OR LOCATION FABRICATION PLUMBNESS FASTENERS REMARKS: ITEM: 1 THREADED FASTENERS INSTALLED AND COULINE AJE @ 1/7 ROOF ACCEPTABLE TENSIONED TO BEYOND SNUG TIGHT. ITEM: 2 ROOF ACCEPTABLE COLUMNS PLUMBED 70 WITHIN 1:500. COULINE A/E @ 1A ITEM: 3 ANCHOR BOLTS INSTALLED AND TENSIONED COL/LINE FLOOR ACCEPTABLE PROPERLY. A/E@1R ITEM: 4 ROOF ACCEPTABLE BAR TYPE X-BRACING PROPERLY INSTALLED. COL/LINE NE @ 2/3 ITEM: 5 WALL ACCEPTABLE BAR TYPE X-BRACING PROPERLY INSTALLED. COL/LINE N3 - !✓4 REPORT DISTRIBUTION: RESPECTFULLY SUBMITTED, L FILE 5: CONSTRUCTION TECHNOLOGY 3: 7: ROBERT BEHAN (NICET) 4: 8: MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.& T.S., INC. 4 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Entail: constructiontech@live.com CLIENT: MR2 CONSTRUCTION SERVICES, LLC. 5 OLD STONEBREAK ROAD MALTA, NEW YORK 12020 ATTN: MR, MICHAEL ROBYCK PROJECT: KAMCO SUPPLY ADDITION: QUEENSBURY, NEW YORK REPORT NUMBER: 1:PAGE:2 INSPECTION DATE: 09/26/24 OUR FILE NUMBER: 100.412 FIELD INSPECTOR: DAVE CASAW REINFORCING, STRUCTURAL & LIGHT GAUGE STEEL:: FIELD OBSERVATION REPORT SPECIFICATION FOR BOLTED CONNECTIONS: AISC: AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR COLUMN PLUMBNESS: AISC: AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION FOR FIELD WELDING: AWS: STRUCTURAL WELDING CODE - STEEL (A.W.S. DIA) SPECIFICATION FOR CONCRETE REINFORCEMENT: CRSI: CONCRETE REINFORCING STEEL INSTITUTE COLUMN LINE ELEVATION OR LOCATION SHOP/FIELD FABRICATION COLUMN PLUMBNESS THREADED FASTENERS REMARKS: ITEM: 6 WALL ACCEPTABLE BAR TYPE X-BRACING PROPERLY INSTALLED. COULINE E/3 - E/4 ITEM: 7 WALL ACCEPTABLE BAR TYPE X-BRACING PROPERLY INSTALLED. COL/LINE AM - C/1 REPORT DISTRIBUTION: RESPECTFULLY SUBMITTED, 1: FILE 5: CONSTRUCTION TECHNOLOGY 2: 6: R.Att.e�.a..>!an 3: 7: ROBERT BEHAN (NICET) 4: 8: MANAGER TECHNICAL SERVICES