McBain Weight Room Construction Documents 11-20-23 BIDDING AND CONSTRUCT....pdf

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ARCHITECTURE

CONSTRUCTION MANAGEMENT

DEVELOPMENT

1104 S. MITCHELL ST.

CADILLAC, MICHIGAN 49601

(231) 779-4002

(231) 779-4022 FAX

ARCHITECT OF RECORD:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

DATE ISSUED:

S. Kleinsorge

K. Taylor

Nov. 20, 2023 Bidding & Construction

23125-A

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McBain Rural Agricultural School

107 E. Maple St., McBain, Michigan 49657

Proposed Weight Room Renovation for:

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INDEX OF DRAWINGS

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PAGE

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SHEET TITLE

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LOCATION MAP, SHEET INDEX

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LS1.0

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COMPOSITE LIFE SAFETY PLAN, CODE STUDY

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ARCHITECTURAL PARTIAL PLANS, SCHEDULES, INTERIOR ELEVATION

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ARCHITECTURAL SPECIFICATIONS

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ARCHITECTURAL SPECIFICATIONS

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ARCHITECTURAL SPECIFICATIONS

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ARCHITECTURAL SPECIFICATIONS

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ARCHITECTURAL SPECIFICATIONS

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PLUMBING PARTIAL PLANS, SCHEDULES, SPECIFICATIONS

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MECHANICAL PARTIAL PLANS, SPECIFICATIONS

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ELECTRICAL PARTIAL PLANS, SPECIFICATIONS, DETAILS

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LOCATION MAP

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NOT TO SCALE

Code Study

Jurisdiction: State of Michigan Bureau of Fire Services.

State of Michigan Bureau of Construction Codes.

Code Enforced: 2015 Michigan Building Code (MBC), 2009 ICC & ANSI C A117.1.

2012 NFPA 101 - Life Safety Code w/ 1-28-2016 Amendments.

2015 Michigan Plumbing Code (MPC).

2015 Michigan Mechanical Code (MMC).

2017 National Electric Code (NEC) w/ Michigan Amendments.

2015 Michigan Energy Code (MEC).

Project Description:

Expand existing Weightlifting Room by 540 s.f. (+/- 20'x27'). This will be accomplished by the removal of an existing Locker Room and Hallway space. The renovated expanded area of the new Weightlifting Room will be 1,865 s.f. from 1,325 s.f.

This work will be considered a Level 2 Alteration due to the reconfiguration of space.

Building Use Group:

Use Group: Educational Group E (MBC 305.1), unchanged.

Building Parameters:

Construction type: IIB (MBC 602.2), II-000 (NFPA 220).

Building Area:

Total Existing Building: +/- 177,426 s.f.

Area to be Renovated:+/- 1,856 s.f. H.S. Weightlifting Room alteration.

Building Occupancy Load:

Total Occupancy: 1,070 occupants, Actual Student Enrollment (2023-2024).

Weightlifting Room Occupancy:1,865/ 50 gross= 38 occupants.

Building Code Requirements:

Fire separations:Existing to Remain.

A manual fire alarm system required throughout renovation area. F.A. contractor shall be certified in the State of Michigan per Michigan Act 144 and submit shop drawings to LARA - BFS for approval (MBC 907.2.3 & NFPA 101 9.6 & 14.3.4). Tie into existing system.

Means of egress illumination required with a minimum of 90 minutes emergency power

(MBC 1008 & NFPA 101 7.8 & 14.2.8.).

Emergency lighting must have an initial illumination of at least an average of 1 footcandle and a minimum of 0.1 footcandle measured along the path of egress at floor level (MBC 1008.3.5, NFPA 101 7.8.1.3 & 14.2.8.).

Allowable exit access travel distance: 200' (MBC, Table 1017.2, NFPA 101 14.2.6.2.)

Actual exit access travel distance: < +/-74' max.

Provide and install fire extinguishers as required by NFPA 10 and as directed by Fire Marshal.

All Areas: Maximum travel distance to any extinguisher shall be 75' (NFPA 10, Table 6.2.1.1). Area meets Light Hazard Occupancy (NFPA 10, 5.4.1.1, Table 6.2.1.1). Extinguisher shall be 2-A minimum.

(1) Total provided.

ARCHITECTURE

CONSTRUCTION MANAGEMENT

DEVELOPMENT

1104 S. MITCHELL ST.

CADILLAC, MICHIGAN 49601

(231) 779-4002

(231) 779-4022 FAX

ARCHITECT OF RECORD:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

DATE ISSUED:

S. Kleinsorge

K. Taylor

Nov. 20, 2023 Bidding & Construction

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2001 ADDITION

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1988 ADDITION

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1994 ADDITION

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LIFE SAFETY FLOOR PLAN

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SCALE 1" = 20'-0"

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1998 ADDITION

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1988 ADDITION

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2016 AUDITORIUM ADDITION

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2016 AUDITORIUM ADDITION

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2016 AUDITORIUM ADDITION

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2016 AUDITORIUM ADDITION

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2016 AUDITORIUM ADDITION

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2 HOUR FIRE SEPARATION

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1 HOUR FIRE SEPARATION

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NOTE: REMAINDER OF THE BUILDING UNKNOWN

AutoCAD SHX Text McBAIN RURAL AGRICULTURAL SCHOOL

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AutoCAD SHX Text McBAIN HIGH SCHOOL

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AutoCAD SHX Text McBAIN ELEMENTARY SCHOOL

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AUDITORIUM

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GYMNASIUM

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LIBRARY

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MULTI-PURPOSE

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GYMNASIUM

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EXISTING HIGH SCHOOL OFFICE WITH FIRE ALARM PANEL

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EXISTING FIRE ALARM PULL

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EXISTING FIRE ALARM PULL

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EXISTING FIRE ALARM PULL

EXISTING ELECTRICAL ROOM

General notes:

1. Contractor shall verify all existing field conditions and notify architect immediately if that which exists differs from that which is shown on drawings.

2. All work to comply with current Federal, State and Local codes, laws and ordinances.The requirements of ICC/ANSI A117.1 and the Americans with disabilities act (ADA) are to be fully satisfied. All work shall meet the most stringent requirements of both including, but not limited to clearances, limitations, accessories, etc.

3. These drawings are prepared in accordance with the limited services for which the architect was contracted. The architect makes no representation that the interpretation of these documents will result in complete compliance with the

ADA.

4. All doors required to be labeled shall be set in labeled frames and identified with UL label and be provided with approved self-closing devices and positive latching hardware.

5. All designated exit doors shall be equipped with the required egress hardware.

6. Furnish hardware as scheduled without substitution, alternates may be approved by owner.

7. Furnish a keyed cylinder and two cut keys for each locking device specified;

keyed to the Owners' Master Key System. Include key conference and key system schedule.

8. Furnish and provide all necessary reinforcements, brackets, fasteners, spacers and fillers to provide a complete functioning opening.

9. Provide complete shop drawings, submittals and cut sheets complying with DHI prescribed methods and vertical format double spaced hardware schedule.

10. All access control modules, fobs and readers, to be furnished by Security

Vender under a separate section. Line voltage, circuits, cable and installation of power supplies for controllers and access control peripherals to be furnished and installed by electrical contractor.

Hardware Set 1 - Rim Panics x Mullion w/ Classroom Trim (Lock / Unlock) + Closers

6 ea. Butt Hinge 4B81 4 ½” x 4 ½” NRP 26D PBB

2 ea. Rim Panic 6300R CD (08) 32D PDQ

2 ea. Classroom Trim 6W 08 MIA 26D PDQ

1 ea. Keyed Removable Mullion 9300 689 PDQ

4 ea. LSDA Mortise Cylinder (08) (CD) 26D LSDA

1 ea. LSDA Rim Cylinder (KM) 26D LSDA

2 ea. Closer 7101 BC EDA (push side mount) 689 PDQ

2 ea. Kickplate 90 10 x 2” LDW B4E 32D Don Jo

2 ea. Wall Stop 1490 26D Don Jo

Hardware Set 2 - Fire Exit Hardware w/ Classroom Trim (Lock / Unlock) + Closer

3 ea. Butt Hinge 4B81 4 ½” x 4 ½” NRP 26D PBB

1 ea. Fire Exit Hardware 6300RF (08) 32D PDQ

1 ea. Classroom Trim 6W 08 MIA 26D PDQ

2 ea. LSDA Mortise Cylinder (08) (CD) 26D LSDA

1 ea. Closer 7101 BC EDA (push side mount) 689 PDQ

1 ea. Kickplate 90 10 x 2” LDW B4E 32D Don Jo

1 ea. Wall Stop 1490 26D Don Jo

1 set Smoke Seal 797B Black Reese

A1.0

ARCHITECTURE

CONSTRUCTION MANAGEMENT

DEVELOPMENT

1104 S. MITCHELL ST.

CADILLAC, MICHIGAN 49601

(231) 779-4002

(231) 779-4022 FAX

ARCHITECT OF RECORD:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

DATE ISSUED:

S. Kleinsorge

K. Taylor

Nov. 20, 2023 Bidding & Construction

23125-A

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REMOVE EXISTING PLUMBING FIXTURES, COMPLETE. SEE PLUMBING FOR MORE INFO.

AutoCAD SHX Text REMOVE EXISTING LOCKERS AND WOOD BENCH, COMPLETE. PROTECT EXISTING LOCKERS FOR REUSE BY OWNER.

AutoCAD SHX Text REMOVE EXISTING MASONRY WALLS & DOORS, COMPLETE. PATCH / REPAIR EXISTING WALLS & SLAB AS REQ'D.

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LIMITS OF CONSTRUCTION

AutoCAD SHX Text GENERAL DEMOLITION NOTES: 1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO THE START CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO THE START OF DEMOLITION ACTIVITIES. 2. PROVIDE ALL SHORING AND BRACING AS REQ'D DURING DEMOLITION. PROVIDE ALL SHORING AND BRACING AS REQ'D DURING DEMOLITION. 3. PROVIDE PROTECTION FOR EXISTING CONSTRUCTION TO REMAIN. PATCH PROVIDE PROTECTION FOR EXISTING CONSTRUCTION TO REMAIN. PATCH AND REPAIR ALL AREAS DAMAGED DURING DEMOLITION / CONSTRUCTION. MATCH EXISTING CONSTRUCTION, MATERIALS AND FINISHES. TYPICAL AT ALL LOCATIONS. 4. OWNER SHALL REMOVE EXISTING WEIGHT EQUIPMENT BEFORE START OF OWNER SHALL REMOVE EXISTING WEIGHT EQUIPMENT BEFORE START OF CONSTRUCTION. 5. REMOVE ALL EXISTING FLOOR COVERING AT SAWCUT AREA, COMPLETE TO REMOVE ALL EXISTING FLOOR COVERING AT SAWCUT AREA, COMPLETE TO EXISTING SUB-FLOOR, UNLESS NOTED OTHERWISE. REFER TO ROOM FINISH SCHEDULE FOR ADDITIONAL INFORMATION. REMAINDER OF EXISTING RUBBER FLOORING TO REMAIN / BE REUSED. 6. REMOVE ALL EXISTING LAY-IN CEILING TILES & GRID AT LIMITS OF REMOVE ALL EXISTING LAY-IN CEILING TILES & GRID AT LIMITS OF CONSTRUCTION, UNLESS NOTED OTHERWISE. REFER TO ROOM FINISH SCHEDULE FOR ADDITIONAL INFORMATION. 7. EXISTING LIGHTING SHALL BE REMOVED & REPLACED AT LIMITS OF EXISTING LIGHTING SHALL BE REMOVED & REPLACED AT LIMITS OF CONSTRUCTION, UNLESS NOTED OTHERWISE. REFER TO ELECTRICAL PLANS. 8. AT WALLS TO BE REMOVED, REMOVE ELECTRICAL CIRCUIT OR BRANCH AT WALLS TO BE REMOVED, REMOVE ELECTRICAL CIRCUIT OR BRANCH WIRING BACK TO PANEL SERVING AREA. FIELD VERIFY. REFER TO ELECTRICAL PLANS. 9. ITEMS MARKED "TO BE REUSED / SALVAGED" ARE TO BE CAREFULLY ITEMS MARKED "TO BE REUSED / SALVAGED" ARE TO BE CAREFULLY REMOVED, CLEANED, PROTECTED AND STORED UNTIL REINSTALLED. 10. EACH CONTRACTOR INVOLVED IN DEMOLITION SHALL REMOVE AND EACH CONTRACTOR INVOLVED IN DEMOLITION SHALL REMOVE AND PROPERLY DISPOSE OF ALL REFUSE AND MATERIALS FROM DEMOLITION OPERATION. 11. DEMOLITION FOR INSTALLATION OF MECHANICAL, ELECTRICAL, AND DEMOLITION FOR INSTALLATION OF MECHANICAL, ELECTRICAL, AND PLUMBING ITEMS SHALL BE PROVIDED BY THE TRADE INSTALLING THOSE ITEMS OR AS DIRECTED BY THE GENERAL CONTRACTOR. SEE MECHANICAL, ELECTRICAL, AND PLUMBING FOR ADDITIONAL DEMOLITION INFORMATION. TRADE PROVIDING DEMOLITION SHALL PATCH EXISTING TO REMAIN AS REQ'D.

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REMOVE EXISTING DOOR & FRAME, COMPLETE

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ALL EXISTING MIRRORS TO REMAIN, PROTECT DURING CONSTRUCTION

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PROTECT PICTURES ALONG THIS WALL DURING CONSTRUCTION

AutoCAD SHX Text SAWCUT & REMOVE EXISTING CONC. SLAB AS REQ'D AT EXISTING BATH / SHOWER / LOCKER ROOM TO EXTEND EXISTING SANITARY SEWER TO NEW PLUMBING FIXTURES. ;425 S.F. SEE NEW WORK / PLUMBING FOR ADDITIONAL INFORMATION.

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PARTIAL PLAN

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SCALE 1/8" = 1'-0"

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DEMOLITION

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NAME

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FLOOR

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ROOM FINISH SCHEDULE

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WALL

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NO.

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ROOMS

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FIN.

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BASE

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MAT'L

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FIN.

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CEILING

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HT.

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MAT'L

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FIN.

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REMARKS

AutoCAD SHX Text NOTES: 1. VERIFY & COORDINATE ALL FINISHES W/ OWNER PRIOR VERIFY & COORDINATE ALL FINISHES W/ OWNER PRIOR TO THE START OF CONSTRUCTION. 2. SEE INTERIOR ELEVATIONS & REFLECTED CEILING PLANS SEE INTERIOR ELEVATIONS & REFLECTED CEILING PLANS FOR ADDITIONAL INFORMATION. 3. SEE SPECIFICATIONS FOR MATERIAL DETAILS & FINISHES.SEE SPECIFICATIONS FOR MATERIAL DETAILS & FINISHES.

AutoCAD SHX Text LEGEND: ACT ACOUSTICAL CEILING TILE ACOUSTICAL CEILING TILE ETR EXISTING TO REMAIN EXISTING TO REMAIN EX. CMU EXISTING CMU EXISTING CMU FF FACTORY FINISH FACTORY FINISH MATCH EX. MATCHED EXISTING REMOVED RUBBER RUBBER MAT RUBBER MAT

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WEIGHT ROOM

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ACT

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FF

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ETR / RUBBER

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PAINT

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HARDWARE SETS

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DOOR LOCATION

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TYPE

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GLAZING

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FRAME

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HDWR.

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REMARKS

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DOOR SCHEDULE

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RATING

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NO.

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DOOR FRAME TYPES

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HM WELDED

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WEIGHT ROOM

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ETR

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PR. 3'-0"

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HM WELDED W/ REMOVABLE MULLION

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DOOR TYPES

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HM FLUSH

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SEE DETAIL 1/A1.0 FOR TYPICAL WALL PAINT

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EX. / NEW CMU

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NOTE: VERIFY ALL ROUGH OPENINGS PRIOR TO ORDERING DOORS & FRAMES.

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ETR

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DETL.

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WEIGHT ROOM

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WEIGHT ROOM

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20 MIN.

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MATCH EX.

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WEIGHT

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REFLECTED CEILING

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MATCH

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EX. REMOVED

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WEIGHT

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CJ

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CJ

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CJ

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AutoCAD SHX Text POUR NEW 4" CONC. SLAB w/ 6x6 W1.4x1.4 WWF. OVER 10 MIL VAPOR BARRIER @ REMOVED SLAB. ;425 S.F. @ EDGES PROVIDE #4 DOWEL @ 12" O.C., 12" LG. DRILLED & EPOXIED INTO ADJACENT EX. CONC. SLAB OR WALL

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NEW WORK

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4" CMU WALL

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AutoCAD SHX Text GENERAL NEW WORK NOTE: 1. NEW WALLS TO EXTEND TO STRUCTURE ABOVE. NEW WALLS TO EXTEND TO STRUCTURE ABOVE. 2. NEW ELECTRICAL WORK SHALL BE CONCEALED WITH-IN EXISTING WALLS NEW ELECTRICAL WORK SHALL BE CONCEALED WITH-IN EXISTING WALLS (CMU) OR NEW WALLS (CMU.). PATCH / REPAIR EX. WALLS AS REQ'D.

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(2) COLOR PAINT BAND, TYPICAL AROUND ENTIRE WEIGHT ROOM. 'McBAIN' YELLOW - TOP STRIPE 'McBAIN' GREEN - BOTTOM STRIPE

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36" MAX.

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36" MAX.

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38" MIN. - 43" MAX.

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38" MIN. - 43" MAX.

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30" MIN.

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30" MIN.

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%%UNEW DRINKING FOUNTAIN

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SOLID COLOR PAINT AS SELECTED BY OWNER, TYPICAL AROUND ENTIRE WEIGHT ROOM.

SOLID COLOR PAINT AS SELECTED BY OWNER, TYPICAL AROUND ENTIRE WEIGHT ROOM.

CONCRETE TEMPERATURE:

TEST HOURLY WHEN AIR TEMPERATURE IS 40 DEGREES F. AND BELOW, AND WHEN 80 DEGREES

AND ABOVE, AND EACH TIME A SET OF COMPRESSION TEST SPECIMENS IS MADE.

COMPRESSION TEST SPECIMEN:

ASTM C 31 - ONE SET OF THREE (3) STANDARD CYLINDERS FOR EACH COMPRESSIVE

STRENGTH TEST, UNLESS OTHERWISE DIRECTED. MOLD AND STORE CYLINDERS FOR

LABORATORY CURED TEST SPECIMENS, EXCEPT WHEN FIELD-CURED TEST SPECIMENS ARE

REQUIRED.

COMPRESSIVE STRENGTH TEST:

ASTM C 39 - ONE SET FOR EACH 100 CU. YDS. OR FRACTION THEREOF OF EACH CONCRETE

CLASS PLACED IN ANY ONE DAY OR FOR EACH 5,000 SQ. FT. OF SURFACE AREA PLACED, ONE

SPECIMEN TESTED AT 7 DAYS, ONE SPECIMEN TESTED AT 28 DAYS, AND ONE SPECIMEN

RETAINED IN RESERVE FOR LATER TESTING, IF REQUIRED. WHEN THE STRENGTH OF FIELD-CURED

CYLINDERS IS LESS THAN 85% OF COMPANION LABORATORY-CURED CYLINDERS, EVALUATE

CURRENT OPERATIONS AND PROVIDE CORRECTIVE PROCEDURES FOR PROTECTING AND CURING

THE IN-PLACE CONCRETE.

TEST RESULTS WILL BE REPORTED IN WRITING TO THE ARCHITECT AND THE CONTRACTOR ON

THE SAME DAY THAT TESTS ARE MADE. REPORTS OF COMPRESSIVE STRENGTH TESTS SHALL

CONTAIN THE PROJECT IDENTIFICATION NAME AND NUMBER, DATE OF CONCRETE PLACEMENT,

NAME OF CONCRETE TESTING SERVICE, CONCRETE TYPE AND CLASS, LOCATION OF CONCRETE

BATCH IN THE STRUCTURE DESIGN, COMPRESSIVE STRENGTH AT 28 DAYS, CONCRETE MIX

PROPORTIONS AND MATERIALS, COMPRESSIVE BREAKING STRENGTH, AND TYPE OF BREAK FOR

BOTH 7-DAY TESTS AND 28-DAY TESTS AND LOCATION OF TEST.

04 00 00 MASONRY

GENERAL NOTES:

ALL PERTINENT REQUIREMENTS OF THE INSTRUCTION FOR BIDDERS, THE GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, AND FINISH SCHEDULE SHALL FORM PART OF THESE

SPECIFICATIONS.

SCOPE:

PROVIDE ALL ITEMS, ARTICLES, MATERIALS, OPERATIONS OR METHODS LISTED, MENTIONED OR

SCHEDULED ON DRAWINGS AND/OR HEREIN SPECIFIED, INCLUDING ALL LABOR, MATERIALS,

EQUIPMENT AND INCIDENTALS, NECESSARY AND REQUIRED FOR THEIR COMPLETION.

STANDARDS:

PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS AND STANDARDS SHALL BE

MINIMUM GUIDELINES, MORE STRINGENT BUILDING CODE REQUIREMENTS SHALL GOVERN.

ACI530-02/ASCE5-02/TMS 602-02

- BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

BIA - TECHNICAL NOTES

NCMA - CONCRETE MASONRY SPECIFICATIONS

04 40 50 MORTAR & GROUT MATERIALS:

ALL MORTAR SHALL BE PREPARED MASONRY MORTAR MANUFACTURED IN ACCORDANCE WITH

THE RECOMMENDATIONS OF THE PORTLAND CEMENT ASSOCIATION AND MEETING ASTM C270

FOR TYPE S MORTAR.

ONLY ONE (1) BRAND OF MORTAR SHALL BE USED ON EXPOSED PORTIONS OF MASONRY.

COLOR(S) SHALL MATCH EXISTING. APPROVED MORTAR COLORING PRODUCTS ARE AS

FOLLOWS:

EUCLID CHEMICAL COMPANY

"EUCO SUPER CONCENTRATED MORTAR COLORS"

GEO. B. SMITH COLOR COMPANY

"SMITH COLORS"

SOLOMON GRIND-CHEM SERVICE

"CONCENTRATED MORTAR COLORS"

PORTLAND CEMENT:

ASTM C 150/ C 150M TYPE I OR II, EXCEPT WHERE TYPE III MAY BE USED FOR COLD WEATHER

CONSTRUCTION. PROVIDE NATURAL COLOR OR WHITE CEMENT AS REQUIRED TO PRODUCE

MORTAR COLOR INDICATED/ SELECTED.

AGGREGATE (CRUSHED STONE) and/or NATURAL SAND SHALL CONFORM TO ASTM C144.

HYDRATED LIME: ASTM C 207, TYPE S.

PORTLAND CEMENT-LIME MIX:

PACKAGED BLEND OF PORTLAND CEMENT AND HYDRATED LIME CONTAINING NO OTHER

INGREDIENTS.

MASONRY CEMENT:

ASTM C 91/ C 91M, AS MANUFACTURED BY LAFARGE NORTH AMERICA INC.

MASONRY PIGMENTS:

NATURAL AND SYNTHETIC IRON OXIDES AND CHROMIUM OXIDES, COMPOUNDED FOR USE IN

MORTAR MIXES AND COMPLYING WITH ASTM C979/ C 979M. USE ONLY PIGMENTS WITH A

RECORD OF SATISFACTORY PERFORMANCE IN MASONRY MORTAR AS MANUFACTURED BY

SOLOMON COLORS, INC. ONLY ONE (1) BRAND OF MORTAR SHALL BE USED ON EXPOSED

PORTIONS OF MASONRY. COLOR(S) SHALL BE AS SELECTED BY ARCHITECT/ OWNER.

COLORED CEMENT:

PACKAGED BLEND MADE FROM PORTLAND CEMENT AND HYDRATED LIME OR MASONRY CEMENT

AND MORTAR PIGMENTS COMPLYING WITH THE SPECIFIED REQUIREMENTS, COLORED PORTLAND

CEMENT-LIME MIX OR COLORED MASONRY CEMENT AS MANUFACTURED BY LAFARGE NORTH

AMERICA, INC.

MORTAR AGGREGATE:

ASTM C 144, FOR JOINTS LESS THAN |" USE AGGREGATE GRADED WITH 100% PASSING THE

NO. 16 SIEVE. WHITE MORTAR AGGREGATES, NATURAL WHITE SAND OR CRUSHED WHITE

STONE. COLORED AGGREGATES, NATURAL SAND OR CRUSHED STONE OF COLOR NECESSARY

TO PRODUCE REQUIRED MORTAR COLOR.

GROUT AGGREGATE: ASTM C 404.

COLD WEATHER ADMIXTURE:

NONCHLORIDE, NONCORROSIVE, ACCELERATING ADMIXTURE COMPLYING WITH ASTM C 494/ C

494M, TYPE C AND AS RECOMMENDED BY MANUFACTURER AS MANUFACTURED BY EUCLID

CHEMICAL COMPANY.

WATER REPELLENT ADMIXTURE:

LIQUID WATER REPELLENT MORTAR ADMIXTURE INTENDED FOR USE WITH CMU's CONTAINING

INTEGRAL WATER REPELLENT FROM SAME MANUFACTURER. EQUAL TO EUCLID CHEMICAL

COMPANY.

WATER: POTABLE.

MIXING SHALL BE POWERED MIXERS WITH STANDARDIZED BATCHING PROCEDURES, AND IN

QUANTITIES REQUIRED FOR IMMEDIATE USE. MIX SHALL BE ONE (1) PART MASONRY CEMENT TO

2 ¼ TO 3 PARTS SAND MEASURED BY VOLUME, ADJUSTED TO GIVE PROPER WORKABILITY.

ADJUST CONSISTENCY OF MORTAR FOR WORKABILITY, BUT ADD ONLY A MINIMUM AMOUNT OF

WATER. USE MORTAR WITHIN 2 1/2 HOURS OF INITIAL MIXING AND IN NO CASE AFTER IT HAS

BEGUN TO SET.

MASONRY ACCESSORIES:

WHERE SO SPECIFIED HEREIN, OR IN OTHER DIVISIONS OF THE SPECIFICATION, THE

CONTRACTOR SHALL SET OTHER MATERIALS. HE SHALL READ THE SPECIFICATIONS FOR THE

VARIOUS TRADES AND ACQUAINT HIMSELF WITH AND BE RESPONSIBLE FOR WORK WHICH HE IS

TO SET OR BUILD IN.

BUILT-IN MATERIALS AND EQUIPMENT OCCURRING IN MASONRY, WHICH ARE FURNISHED BY

OTHER CONTRACTORS SHALL BE COORDINATED WITH THE OTHER CONTRACTORS TO ALLOW

AMPLE OPPORTUNITY FOR PLACEMENT OF THEIR MATERIALS.

ALL EXTERIOR WALLS SHALL BE FLASHED AS SHOWN ON DRAWINGS AND AS IN KEEPING WITH

GOOD PRACTICE FOR A WATERTIGHT ASSEMBLY.

04 20 00 GENERAL UNIT MASONRY:

GENERAL:

COMPLY WITH TMS 602/ ACI 530-01/ ASCE 6. REFERENCED MASONRY UNIT STANDARDS MAY

ALLOW A CERTAIN PERCENTAGE OF UNITS TO CONTAIN CHIPS, CRACKS, OR OTHER DEFECTS

EXCEEDING LIMITS STATED. DO NOT USE UNITS WHERE SUCH DEFECTS ARE EXPOSED IN THE

COMPLETED WORK. FIRE RESISTANCE RATINGS SHALL COMPLY WITH REQUIREMENTS FOR FIRE

RESISTANCE RATED ASSEMBLY DESIGNS INDICATED.

CONCRETE MASONRY UNITS:

GENERAL:

PROVIDE SPECIAL SHAPES FOR LINTELS, CORNERS, JAMBS, SASHES, MOVEMENT JOINTS,

HEADERS, BONDING, AND OTHER SPECIAL CONDITIONS.

UNITS SHALL BE PROVIDED WITH INTEGRAL WATER REPELLENT FOR EXPOSED UNITS AS

MANUFACTURED BY ACM CHEMISTRIES OR EQUAL.

CONCRETE MASONRY UNITS (CMU) SHALL MEET ASTM C 90, NORMAL WEIGHT WITH A

COMPRESSIVE STRENGTH OF 2150 PSI. PATTERN AND TEXTURE SHALL BE AS INDICATED WITH-

IN CONSTRUCTION DOCUMENTS (THAT IS. STANDARD PATTERN, STANDARD PATTERN - GROUND

FACE FINISH, SCORED VERTICALLY - GROUND FACE FINISH, STANDARD PATTERN - SPLIT FACE

FINISH, ETC.).

LIGHTWEIGHT AGGREGATE BLOCK SHALL BE "WAYLITE" OR "HAYLITE" MANUFACTURED IN

ACCORDANCE WITH ASTM C90 AND IN ACCORDANCE WITH "Q" BLOCK SPECIFICATION

REQUIREMENTS. UNITS MAY BE OF TWO OR THREE CORE STYLE. LIGHT WEIGHT BLOCK SHALL

BE USED ONLY FOR ABOVE GRADE APPLICATION, NORMAL WEIGHT BELOW GRADE

APPLICATIONS.

ALL UNITS SHALL HAVE UNIFORM FACES AND SURFACE TEXTURE AND SHALL BE FREE FROM

DEFECTS FROM STAINS, CRACKS, CHIPS AND OTHER DEFECTS THAT WOULD IMPAIR THE

STRENGTH OR APPEARANCE. PROVIDE SPECIAL UNITS FOR CORNERS, LINTELS, BOND BEAMS,

PILASTERS, JAMBS, ETC., AS REQUIRED AND/OR SHOWN ON DRAWINGS.

UNITS SHALL BE CURED NOT LESS THAN THIRTY (30) DAYS BEFORE PLACING.

WHERE JOINTING IS EXPOSED TO VIEW AT INTERIOR, JOINTS SHALL BE FINISHED WITH A JOINT

TOOL TO PRODUCE A NEAT CONCAVE JOINT.

AT JOIST BEARING POINTS, LINTELS AND CONCENTRATED LOADS, GROUT CORES FULL 24"

MINIMUM BELOW POINT OF BEARING. ALL CORES CONTAINING VERTICAL REINFORCING SHALL

BE GROUTED FULL THEIR ENTIRE HEIGHT AND DOWELLED TO FOUNDATION. VERTICAL

REINFORCING SHALL EXTEND THROUGH BOND BEAMS.

WHERE INDICATED, PROVIDE VERTICAL CONTROL JOINTS. BREAK HORIZONTAL REINFORCING.

GROOVE OR WRAP BOND BEAMS. PROVIDE PAPER BREAK ONE SIDE OF CORE CONTINUOUS TO

FORM MICHIGAN JOINT. RAKE INTERIOR AND EXTERIOR JOINT BACK 1¼". INSTALL ½" DIAMETER

BACK ROD AND CAULK.

BLOCK SHALL BE NEATLY CUT USING A POWER MASONRY SAW.

CONCRETE LINTELS:

LINTELS SHALL COMPLY WITH ASTM C 1623, MATCH CMU COLOR, TEXTURE AND DENSITY

CLASSIFICATION, WITH REINFORCING BARS AS INDICATED.

STEEL LINTELS:

INSTALL STEEL LINTELS WHERE INDICATED. PROVIDE 8 INCHES AT EACH JAMB UNLESS

OTHERWISE INDICATED.

05 00 00 METALS

GENERAL:

PROVIDE ALL ITEMS, ARTICLES, MATERIALS, OPERATIONS OR METHODS LISTED, MENTIONED OR

SCHEDULED HEREIN DRAWINGS INCLUDING ALL LABOR, MATERIALS, EQUIPMENT AND

INCIDENTIALS, NECESSARY AND REQUIRED TO COMPLETE WORK.

PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS AND STANDARDS SHALL BE

MINIMUM GUIDELINES, MORE STRINGENT BUILDING CODE REQUIREMENTS SHALL GOVERN.

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND PAYING ALL FEES FOR STEEL

TESTING.

AISC - THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR

BUILDINGS.

AWS - AMERICAN WELDING SOCIETY - STANDARD QUALIFICATION PROCEDURE.

AISC - CODE OF STANDARD PRACTICE FOR DESIGN, FABRICATION AND ERECTION.

RCSC - SPECIFICATIONS FOR STRUCTURAL JOINTS.

SJI - STEEL JOIST INSTITUTE SPECIFICATIONS.

FABRICATOR SHALL BE QUALIFIED THAT PARTICIPATES IN AISC QUALITY CERTIFICATION

PROGRAM AND IS AN AISC CERTIFIED PLANT, CATEGORY STD OR CAN PROVIDE A WRITTEN

QUALITY CONTROL PROGRAM CERTIFIED BY AN INDEPENDENT TESTING AGENCY.

SPECIFICATIONS

01 00 00 GENERAL REQUIREMENTS

GENERAL:

THIS PLAN IS THE SOLE PROPERTY OF THE DK DESIGN GROUP LLC. REPRODUCTION IN WHOLE

OR IN PART IS PROHIBITED. USE IS CONFERRED ON OWNER/BUILDER FOR SINGLE TIME

CONSTRUCTION FROM THESE CONSTRUCTION DOCUMENTS.

COPYRIGHT BY THE DK DESIGN GROUP LLC, ALL RIGHTS RESERVED. NO PART OF THIS

PUBLICATION MAY BE REPRODUCED, STORED IN A RETRIEVAL SYSTEM OR TRANSMITTED IN ANY

FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL PHOTOCOPYING, RECORDING OR

OTHERWISE WITHOUT THE PRIOR WRITTEN PERMISSION OF THE PUBLISHER.

ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE

DRAWINGS, SPECIFICATIONS AND THE CURRENT BUILDING CODE.

CONTACT THE ARCHITECT IMMEDIATELY IF ANY DISCREPENCIES ARE DISCOVERED BETWEEN THE

DRAWINGS AND OR SPECIFICATIONS.

TEMPORARY CONSTRUCTION SHORING:

THE DK DESIGN GROUP ASSUMES NO RESPONSIBILTY FOR THE DESIGN OR PROPER

INSTALLATION OF TEMPORARY BUILDING BRACING AND SHORING OR THE MEANS AND METHODS

OF CONSTRUCTION NECESSARY TO COMPLETE THIS PROJECT.

THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND PROPER INSTALLATION OF BOTH

TEMPORARY BRACING AND SHORING REQUIRED FOR A SAFE AND STRUCTURALLY SOUND

PROJECT. THE STRUCTURAL COMPONENTS ARE NOT SELF-BRACING AND SHALL BE CONSIDERED

UNSTABLE UNTIL THE COMPLETED STRUCTURE IS IN PLACE AS INDICATED BY THESE DRAWINGS

AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES AND LIABILITY

INCURRED DUE TO IMPROPER BRACING AND SHORING DURING CONSTRUCTION.

DIMENSIONS:

DO NOT SCALE DRAWINGS. (USE DIMENSIONS). FIELD VERIFY ALL EXISTING DIMENSIONS AND EXISTING CONDITIONS BEFORE CONSTRUCTION. ALL INTERIOR AND EXTERIOR DIMENSIONS ARE SHOWN TO THE ROUGH FRAMING. ADDITIONAL FINISHES AND SHEATHING ARE NOT INCLUDED IN

THE DIMENSIONS.

03 00 00 CONCRETE WORK

GENERAL NOTES:

ALL PERTINENT REQUIREMENTS OF THE INSTRUCTION FOR BIDDERS, THE GENERAL CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, AND FINISH SCHEDULE SHALL FORM PART OF THESE

SPECIFICATIONS.

PROVIDE ALL ITEMS, ARTICLES, MATERIALS, OPERATIONS OR METHODS LISTED, MENTIONED OR

SCHEDULED ON DRAWINGS AND/OR HEREIN SPECIFIED, INCLUDING ALL LABOR, MATERIALS,

EQUIPMENT AND INCIDENTALS, NECESSARY AND REQUIRED FOR THEIR COMPLETION.

STANDARDS: PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS AND STANDARDS

SHALL BE MINIMUM GUIDELINES; MORE STRINGENT BUILDING CODE REQUIREMENTS SHALL

GOVERN.

ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS"

ACI 304 "RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING

AND PLACING CONCRETE"

ACI 305 HOT WEATHER CONCRETING.

ACI 306 COLD WEATHER CONCRETING.

ACI 311 "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION"

ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"

ACI 347 "GUIDE TO FORMWORK FOR CONCRETE"

03 00 10 CONCRETE WALKS:

PROVIDE CONCRETE WALKS AS SHOWN AND DETAILED WITHIN THE DRAWINGS. WALKS SHALL BE

SLOPED 1/8" PER FOOT AWAY FROM BUILDINGS. EDGES SHALL BE TOOLED ROUND AT ALL

JOINTS. SCORE WALKS WITH 1" DEEP JOINTS. CONTROL JOINTS SHALL BE AT 5'-0" O.C. AND EXPANSION/ ISOLATION JOINTS AT 25'-0" AND AT ALL BUILDINGS, WALLS, CURBS AND FIXED

STRUCTURES.

03 10 00 CONCRETE FORMWORK:

DESIGN, ERECT, SHORE, BRACE AND MAINTAIN FORMWORK ACCORDING TO ACI 301.

FORMWORK SHALL BE ABLE TO SUPPORT VERTICAL, LATERAL, STATIC, DYNAMIC AND

COMBINATION LOADS THAT MIGHT BE APPLIED, UNTIL STRUCTURE CAN SUPPORT SUCH LOADS.

FORMS FOR CONCRETE SHALL BE INSTALLED AND BRACED PLUMB, LEVEL AND IN LINE WITH

BUILDING DIMENSIONS. CONSTRUCT FORMWORK SO CONCRETE MEMBERS AND STRUCTURES

ARE OF SIZE, SHAPE, ALIGNMENT, ELEVATION, AND POSITION INDICATED, WITH-IN TOLERANCE

LIMITS OF ACI 117. PROVIDE CHAMFER STRIPS ON ALL EXTERNAL CORNERS.

FORMWORK SHALL INCLUDE ALL SLOTS, CHASES, RECESSES, SLEEVES, NAILING BLOCKS,

HANGERS AND OTHER BUILT-IN DEVICES REQUIRED. DEVICES USED BY OTHER TRADES SHALL

BE FURNISHED TO THE CONCRETE CONTRACTOR FOR INSTALLATION.

PLACING OF CONDUIT:

ALL CONDUIT, PIPES, DUCTS AND DEVICES SHALL BE PLACED SO AS NOT TO WEAKEN THE

CONSTRUCTION, CONFORMING TO ACI 503. CONCRETE COVERAGE OF ALL CONDUIT, ETC.

SHALL BE NOT LESS THAN 2".

EXPANSION AND CONTRACTION JOINTS:

USE 3/8" ASPHALT IMPREGNATED VEGETABLE FIBER OR CLOSED CELL THERMO-SETTING PLASTIC

NON-EXTRUDING. WIDTH TO BE 1/2" LESS THAN SLAB THICKNESS. LOCATE JOINTS PER ACI

STANDARDS AT EXTERIOR SLABS.

CONTROL JOINTS:

DIVIDE CONCRETE SLABS AS SHOWN OR INTO NEARLY SQUARE AREAS WITH 1/8" WIDE BY 1"

DEEP JOINTS BY TROWELING OR SAWING WITHIN 24 HOURS AFTER POURING.

03 20 00 CONCRETE REINFORCEMENT:

REINFORCING BARS SHALL CONFORM TO ASTM 615 OR ASTM 616, 60,000 PSI YIELD.

WELDED WIRE FABRIC SHALL CONFORM TO ASTM 82 OR ASTM 185.

GLASS FIBER REINFORCING SHALL BE 1/2 " COLLATED POLYPROPYLENE FIBERS AS

MANUFACTURED BY W.R. GRACE & CO. DOSAGE RATES SHALL BE AS SPECIFIED BY THE

MANUFACTURER. GLASS FIBER REINFORCING SHALL BE USED IN ACCORDANCE WITH THE

MANUFACTURERS RECOMMENDATIONS, FOLLOW ASTM C-94 FOR MIXING AND ACI 302

INSTALLATION PROCEDURES

03 30 00 CAST IN PLACE CONCRETE:

CONCRETE SHALL BE READY MIX TYPE IN ACCORDANCE WITH ASTM C175 SPECIFICATIONS.

CONCRETE SHALL BE HANDLED AND INSPECTED IN ACCORDANCE WITH ALL APPROPRIATE CODES

AND STANDARDS INCLUDING ACI 301, 304, 305, 306, 311, 318 & 347.

MATERIALS SHALL BE AS FOLLOWS:

CEMENT:

PORTLAND CEMENT TYPE 1 OR 1A OR HIGH EARLY STRENGTH PORTLAND CEMENT TYPE 111

MEETING ASTM C150.

WATER: SHALL BE CLEAN, FREE OF ACIDS, ALKALIES AND POTABLE.

AGGREGATE – NORMAL THICKNESS SLABS:

SHALL CONFORM TO ALL REQUIREMENTS FOR HARDNESS, DURABILITY, PURITY, GRADATIONS,

ETC., AS SET FORTH IN ASTM C33. SAND SHALL BE NATURAL SHARP, COARSE, WASHED, FREE

FROM CLAY OR ORGANIC SUBSTANCES. GRAVEL AND STONE SHALL CONFORM TO ASTM C33-

55-T. AGGREGATE FOR ALL EXPOSED EXTERIOR SHALL BE 6AA LIMESTONE.

CONCRETE WALK/ CURB JOINTS:

WHERE SHOWN AND AS REQUIRED BY ACI PROVIDE AND INSTALL ALL NECESSARY CONTROL AND

EXPANSION JOINTS IN CONCRETE CURBS AND WALKS. UTILIZE PRE-MOLDED FILLER OF CLOSED

CELL POLYETHYLENE RESILIENT FOAM COMPATIBLE WITH SEALANT AND FREE OF OIL

IMPREGNATION, EQUAL TO SONOFLEX F BY SONNEBORN BUILDING PRODUCTS, DIVISION OF

CHEMREX, INC. SEALANT SHALL BE ONE (1) COMPONENT, NON-PRIMING, SELF LEVELING

POLYURETHANE EQUAL TO SONOLASTIC SL-1 BY SONNEBORN BUILDING PRODUCTS, DIVISION

OF CHEMREX, INC.

CONCRETE NOTES:

1. ACI BUILDING CODE (308) +/- MANUAL OF STANDARD PRACTICE FOR DETAILING (315)

FOR THE MIXING FABRICATION AND PLACEMENT OF CONCRETE, REINFORCING STEEL.

2. CONCRETE STRENGTH:

FOOTINGS, WALLS F'C = 3,000-3,500 PSI (MIN.)

FLOORS F'C = 3,000-3,500 PSI (MIN.)

EXTERIOR F’C= 4,000 PSI (MIN.)

3. REINFORCING BARS: ASTM A-615 GRADE 60 DEFORMED. SUPPORTS SHALL BE

BOLSTERS, CHAIRS, SPACERS OR OTHER DEVICES FOR SPACING AND SUPPORT AND

FASTENTING OF REINFORCING BARS AND WELDED WIRE FABRIC. PRODUCTS SHALL

CONFORM TO CRSI's "MANUAL OF STANDARD PRACTICE".

4. WELDED WIRE FABRIC: ASTM A 1064/ A 1064M

(FLAT SHEETS)

DEFORMED STEEL: ASTM A 1064/ A 1064M (FLAT

SHEETS).

GALVANIZED STEEL: ASTM A 1064/ A 1064M (FLAT

SHEETS).

5. SLAB ON GRADE REINFORCING: 4” SLABS - 6"x6" W1.4xW1.4 WWF, 5” SLABS - 6"x6" W2.1xW2.1 WWF, 6" SLABS - 6"x6" W2.9xW2.9 WWF UNLESS NOTED OTHERWISE.

LOCATE IN UPPER 1/3 OF SLAB.

6. FOOTINGS: SEE STRUCTURAL SHEETS AND SOIL REPORT FOR ADDITIONAL INFORMATION

(IF AVAILABLE).

7. REMOVE ALL UNSUITABLE EARTH COMPLETE. PLACE STRUCTURAL FILL IN 4" LOOSE

LAYER THICKNESS. COMPACT TO AT LEAST 95% MAXIMUM DENSITY PER ASTM D1557.

COMPACTING BY FLOODING IS NOT ALLOWED.

8. CENTER THICKENED SLABS UNDER WALLS, UNLESS

NOTED OTHERWISE.

9. SEE STRUCTURAL NOTES FOR SLUMP

REQUIREMENTS.

10. THE CONTRACTOR WILL EMPLOY A TESTING

LABORATORY TO PERFORM THE FOLLOWING TESTS

AND TO SUBMIT TEST REPORTS.

11. SAMPLING AND TESTING FOR QUALITY CONTROL DURING THE PLACEMENT OF CONCRETE

WILL INCLUDE THE FOLLOWING, AS DIRECTED BY THE ARCHITECT.

SITE MIXED CONCRETE SHALL CONFORM TO ACI-613-34. READY MIXED CONCRETE SHALL

CONFORM TO ASTM C94. SLABS SHALL DEVELOP A STRENGTH OF 3500 PSI WITH A SEVEN (7)

DAY STRENGTH 65% OF ULTIMATE STRENGTH.

CHEMICAL ADMIXTURES:

SHALL BE CERTIFIED TO BE COMPATABLE WITH OTHER ADMIXTURES AND THAT DO NOT

CONTRIBUTE WATER SOLUBLE CHLORIDE IONS EXCEEDING THOSE PERMITTED IN HARDENED

CONCRETE. DO NUT USE CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE.

WATER REDUCING ADMIXTURE: ASTM C 494/ C 494M, TYPE A.RETARDING ADMIXTURE: ASTM C

494/ C 494M, TYPE B. WATER REDUCING & RETARDING ADMIXTURE: ASTM C 494/ C 494M,

TYPE D. HIGH RANGE WATER REDUCING ADMIXTURE: ASTM C 494/ C 494M, TYPE F. HIGH

RANGE WATER REDUCING & RETARDING ADMIXTURE: ASTM C 494/ C 494M, TYPE G.

PLASTICIZING & RETARDING ADMIXTURE: ASTM C 1017/ C 1017M, TYPE II.

SHEET VAPOR RETARDER:

POLYETHYLENE SHEET, ASTM D 4397, NOT LESS THAN 10 MIL THICKNESS.

EVAPORATION RETARDER:

WATERBORNE, MONOMOLECULAR FILM FORMING, MANUFACTURED FOR APPLICATION TO FRESH

CONCRETE. ABSORPTIVE COVER SHALL COMPLY WITH AASHTO M 182, CLASS 2, BURLAP

CLOTH MADE FROM JUTE OR KENAF; 9 OZ./ SYD. MOISTURE RETARDING COVER SHALL COMPLY

WITH ASTM C 171, POLYETHYLENE FILM OR WHITE BURLAP-POLYETHYLENE SHEET. WATER SHALL

BE POTABLE.

CONCRETE SAMPLING & TESTING:

SAMPLING FRESH CONCRETE: ASTM C 172, EXCEPT MODIFIED SLUMP ASTM

C 143, ONE TEST FOR EACH CONCRETE LOAD AT POINT OF DISCHARGE, AND ONE TEST FOR

EACH SET OF COMPRESSIVE STRENGTH TEST SPECIMENS. ON LARGER PROJECTS, PROVIDE ONE

TEST FOR EVERY THIRD LOAD OR USE RANDOM NUMBERS FOR DETERMINING THE NUMBER OF

TESTS.

AIR CONTENT:

ASTM C 231 PRESSURE FOR NORMAL WEIGHT CONCRETE: ONE FOR EACH TIME A SET OF

COMPRESSIVE STRENGTH TEST SPECIMENS.

A2.0

ARCHITECTURE

CONSTRUCTION MANAGEMENT

DEVELOPMENT

1104 S. MITCHELL ST.

CADILLAC, MICHIGAN 49601

(231) 779-4002

(231) 779-4022 FAX

ARCHITECT OF RECORD:

DRAWN BY:

PROJECT NUMBER:

SHEET NUMBER:

DATE ISSUED:

S. Kleinsorge

K. Taylor

Nov. 20, 2023 Bidding & Construction

23125-A

M c B a r a l

A g r i c u l t u r a l

S c h o o l

E a s t

M a p l e

S t r e e t

M c B a i n

M

I

P r o p o s i g h t

R o o m

R e n o v a t i o n f o r

QUALITY ASSURANCE:

CONTRACTOR SHALL PROVIDE EFFECTIVE, FULL TIME QUALITY CONTROL OVER ALL FABRICATION

AND ERECTION COMPLYING WITH THE PERTINENT CODES AND REGULATIONS OF GOVERNMENT

AGENCIES HAVING JURISDICTION.

TESTING AGENCY QUALIFICATIONS: QUALIFIED ACCORDING TO ASTM E 329 FOR TESTING

INDICATED.

WELDING QUALIFICATIONS: QUALIFY PROCEDURES AND PERSONNEL ACCORDING TO

AWS D1.3/D1.3M, "STRUCTURAL WELDING CODE - SHEET STEEL."

FM GLOBAL LISTING: PROVIDE STEEL ROOF DECK EVALUATED BY FM GLOBAL AND

LISTED IN ITS "APPROVAL GUIDE, BUILDING MATERIALS" FOR CLASS 1 FIRE RATING

AND CLASS 1-90 WINDSTORM RATINGS.

ROOF DECK

ROOF DECK: FABRICATE PANELS, WITHOUT TOP-FLANGE STIFFENING GROOVES, TO COMPLY

WITH "SDI SPECIFICATIONS AND COMMENTARY FOR STEEL ROOF DECK," IN SDI PUBLICATION

NO. 31, AND WITH THE FOLLOWING:

PRIME-PAINTED STEEL SHEET: ASTM A 1008/A 1008M, STRUCTURAL STEEL (SS),

GRADE 33 (230) MINIMUM, SHOP PRIMED WITH MANUFACTURER'S STANDARD

BAKED-ON, RUST-INHIBITIVE PRIMER. PRIME BOTH SIDES OF DECK.

DECK PROFILE: TYPE WR, WIDE RIB.

DECK PROFILE: DOVETAIL (EPICORE OR VERSA-DEK)

PROFILE DEPTH: AS INDICATED.

DESIGN UNCOATED-STEEL THICKNESS: AS INDICATED.

SPAN CONDITION: TRIPLE SPAN OR MORE.

SIDE LAPS: OVERLAPPED OR INTERLOCKING SEAMS.

ACCESSORIES:

GENERAL: PROVIDE MANUFACTURER'S STANDARD ACCESSORY MATERIALS FOR DECK THAT

COMPLY WITH REQUIREMENTS INDICATED.

MECHANICAL FASTENERS: CORROSION-RESISTANT, LOW-VELOCITY, POWER-ACTUATED OR

PNEUMATICALLY DRIVEN CARBON-STEEL FASTENERS; OR SELF-DRILLING, SELF-

THREADING SCREWS.

SIDE-LAP FASTENERS: CORROSION-RESISTANT, HEXAGONAL WASHER HEAD; SELF-DRILLING,

CARBON-STEEL SCREWS, NO. 10 MINIMUM DIAMETER.

FLEXIBLE CLOSURE STRIPS: VULCANIZED, CLOSED-CELL, SYNTHETIC RUBBER.

MISCELLANEOUS SHEET METAL DECK ACCESSORIES: STEEL SHEET, MINIMUM YIELD STRENGTH OF

33,000 PSI, NOT LESS THAN 0.0359-INCH DESIGN UNCOATED THICKNESS, OF SAME

MATERIAL AND FINISH AS DECK; OF PROFILE INDICATED OR REQUIRED FOR APPLICATION.

WELD WASHERS: UNCOATED STEEL SHEET, SHAPED TO FIT DECK RIB, 0.0747 INCH (1.90 MM)

THICK, WITH FACTORY- PUNCHED HOLE OF 3/8-INCH (9.5-MM) MINIMUM DIAMETER.

FLAT SUMP PLATES: SINGLE-PIECE STEEL SHEET, 0.0747 INCH THICK, OF SAME MATERIAL AND

FINISH AS DECK. FOR DRAINS, CUT HOLES IN THE FIELD.

GALVANIZING REPAIR PAINT: [ASTM A 780/A 780M] [SSPC-PAINT 20 OR MIL-P-21035B, WITH

DRY FILM CONTAINING A MINIMUM OF 94 PERCENT ZINC DUST BY WEIGHT].

REPAIR PAINT: MANUFACTURER'S STANDARD RUST-INHIBITIVE PRIMER OF SAME COLOR AS

PRIMER.

EXECUTION:

INSTALL DECK PANELS AND ACCESSORIES ACCORDING TO APPLICABLE SPECIFICATIONS AND

COMMENTARY IN SDI PUBLICATION NO. 31, MANUFACTURER'S WRITTEN INSTRUCTIONS, AND

REQUIREMENTS IN THIS SECTION. PLACE DECK PANELS FLAT AND SQUARE AND FASTEN TO

SUPPORTING FRAME WITHOUT WARP OR DEFLECTION. CUT AND NEATLY FIT DECK PANELS AND

ACCESSORIES AROUND OPENINGS AND OTHER WORK PROJECTING THROUGH OR ADJACENT TO

DECK. PROVIDE ADDITIONAL REINFORCEMENT AND CLOSURE PIECES AT OPENINGS AS REQUIRED

FOR STRENGTH, CONTINUITY OF DECK, AND SUPPORT OF OTHER WORK. COMPLY WITH AWS

REQUIREMENTS AND PROCEDURES FOR MANUAL SHIELDED METAL ARC WELDING, APPEARANCE

AND QUALITY OF WELDS, AND METHODS USED FOR CORRECTING WELDING WORK. MECHANICAL

FASTENERS MAY BE USED IN LIEU OF WELDING TO FASTEN DECK. LOCATE MECHANICAL

FASTENERS AND INSTALL ACCORDING TO DECK MANUFACTURER'S WRITTEN INSTRUCTIONS.

FIELD QUALITY CONTROL

TESTING AGENCY: OWNER WILL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM

TESTS AND INSPECTIONS.

FIELD WELDS WILL BE SUBJECT TO INSPECTION.

TESTING AGENCY WILL REPORT INSPECTION RESULTS PROMPTLY AND IN WRITING TO

CONTRACTOR AND ARCHITECT.

REMOVE AND REPLACE WORK THAT DOES NOT COMPLY WITH SPECIFIED

REQUIREMENTS.

ADDITIONAL INSPECTING, AT CONTRACTOR'S EXPENSE, WILL BE PERFORMED TO

DETERMINE COMPLIANCE OF CORRECTED WORK WITH SPECIFIED

REQUIREMENTS.

PROTECTION

REPAIR PAINTING: WIRE BRUSH AND CLEAN RUST SPOTS, WELDS, AND ABRADED

AREAS ON BOTH SURFACES OF PRIME- PAINTED DECK IMMEDIATELY AFTER

INSTALLATION, AND APPLY REPAIR PAINT.

07 00 00 THERMAL & MOISTURE PROTECTION

GENERAL:

ALL PERTINENT REQUIREMENTS OF THE INSTRUCTIONS FOR BIDDERS, THE GENERAL

CONDITIONS, SUPPLEMENTARY GENERAL CONDITIONS, AND FINISH SCHEDULE SHALL FORM

PART OF THESE SPECIFICATIONS.

PROVIDE ALL ITEMS, ARTICLES, MATERIALS, OPERATIONS OR METHODS LISTED, MENTIONED OR

SCHEDULED ON DRAWINGS AND/OR HEREIN SPECIFIED, INCLUDING ALL LABOR, MATERIALS,

EQUIPMENT AND INCIDENTALS, NECESSARY AND REQUIRED FOR THEIR COMPLETION.

07 01 00 GRADE VAPOR BARRIER

GENERAL: WHERE SHOWN ON DRAWINGS PROVIDE/ FURNISH UNDERSLAB VAPOR RETARDER.

INSTALLATION SHALL INCLUDE ALL PARTS, PIECES, COMPONENTS, ETC. FOR A COMPLETE

INSTALLATION.

REFERENCE STANDARDS:

ASTM D1709 STANDARD TEST METHODS FOR IMPACT RESISTANCE OF PLASTIC FILM BY THE

FREE-FALLING DART METHOD.

ASTM E96 STANDARD TEST METHODS FOR WATER VAPOR TRANSMISSION OF MATERIALS.

ASTM E154 STANDARD TEST METHODS FOR WATER VAPOR RETARDERS USED IN CONTACT

WITH EARTH UNDER CONCRETE SLABS, ON WALLS OR AS GROUND COVER.

ASTM E1643 STANDARD PRACTICE FOR INSTALLATION OF WATER VAPOR RETARDERS USED IN

CONTACT WITH EARTH OR GRANULAR FILL UNDER CONCRETE SLABS.

ASTM E1745 STANDARD SPECIFICATION FOR WATER VAPOR RETARDERS USED IN CONTACT

WITH SOIL OR GRANULAR FILL UNDER CONCRETE SLABS.

PRODUCTS:

PROVIDE .010" (10 MIL) POLYETHYLENE FILM VAPOR BARRIER or RETARDER UNDER ALL INTERIOR CONCRETE SLABS. LAP ALL JOINTS 6" AND TURN UP AT WALLS. ALL TEARS AND PENETRATIONS SHALL BE REPAIRED OR REPLACED BEFORE APPLICATION OF TOPPING. MATERIAL WEIGHT SHALL

BE 49 LBS/ 3,000 S.F., CLASS A WITH THE FOLLOWING TESTS:

TENSILE STRENGTH: ASTM E154, 52 LBS PER INCH, NEW MATERIAL.

ASTEM E154, 53 LBS PER INCH, AFTER SOAKING.

PUNCTURE RESISTANCE: ASTM D1709, >1,500 GRAMS.

PERMEANCE: ASTM E96, E154, 0.090 U.S. PERMS, NEW MATERIAL.

ACCESSORIES: SEAMING TAPE: VAPORBOND TAPE, 4” TAPE APPROVED BY VAPOR RETARDER

MANUFACTURER. PIPE BOOT KITS: VAPORBOOT SYSTEM OR OTHER APPROVED

MANUFACTURER’S SUPPLIED PIPE BOOT SYSTEM. BUTYL SEALANT 2-SIDED TAPE. MULTI-PIPE

PENETRATION SEALANT.

MANUFACTURER’S INSTRUCTIONS: COMPLY WITH MANUFACTURER’S PRODUCT DATA,

INCLUDING PRODUCT TECHNICAL BULLETINS, PRODUCT CATALOG INSTALLATION INSTRUCTIONS

AND PRODUCT CARTON/LABEL INSTRUCTIONS FOR INSTALLATION. REFERENCE SPEC-DATA

SECTION 5, INSTALLATION. VERIFY THAT SUBSTRATE CONDITIONS ARE ACCEPTABLE FOR

PRODUCT INSTALLATION IN ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS. INSTALL IN

ACCORDANCE WITH ASTM E1643.

07 84 43 JOINT FIRESTOPPING:

PROVIDE JOINT FIRESTOPPING WHERE INDICATED ON THE DRAWINGS, OR AS SPECIFIED HEREIN

AS REQUIRED TO ELIMINATE THE PASSAGE OF SMOKE AND OTHER GASES AND TO MAINTAIN

FIRE-RESISTANCE RATING OF ASSEMBLIES, IN OR BETWEEN AREAS.

PRODUCT SCHEDULE: FOR EACH JOINT FIRESTOPPING SYSTEM. INCLUDE LOCATION,

ILLUSTRATION OF FIRESTOPPING SYSTEM, AND DESIGN DESIGNATION OF QUALIFIED TESTING

AGENCY. WHERE PROJECT CONDITIONS REQUIRE MODIFICATION TO A QUALIFIED TESTING

AGENCY'S ILLUSTRATION FOR A PARTICULAR JOINT FIRESTOPPING SYSTEM CONDITION, SUBMIT

ILLUSTRATION, WITH MODIFICATIONS MARKED, APPROVED BY JOINT FIRESTOPPING SYSTEM

MANUFACTURER'S FIRE-PROTECTION ENGINEER AS AN ENGINEERING JUDGMENT OR EQUIVALENT

FIRE-RESISTANCE-RATED ASSEMBLY.

PRODUCTS:

JOINT FIRESTOPPING SYSTEMS: SYSTEMS THAT RESIST SPREAD OF FIRE, PASSAGE OF SMOKE

AND OTHER GASES, AND MAINTAIN ORIGINAL FIRE-RESISTANCE RATING OF ASSEMBLIES IN OR BETWEEN WHICH JOINT FIRESTOPPING SYSTEMS ARE INSTALLED. JOINT FIRESTOPPING SYSTEMS SHALL ACCOMMODATE BUILDING MOVEMENTS WITHOUT IMPAIRING THEIR ABILITY TO RESIST THE

PASSAGE OF FIRE AND HOT GASES.

JOINTS IN OR BETWEEN FIRE-RESISTANCE-RATED CONSTRUCTION: PROVIDE JOINT

FIRESTOPPING SYSTEMS WITH RATINGS DETERMINED PER ASTM E 1966 OR UL 2079.

MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE

MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE

WORK INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:

3M FIRE PROTECTION PRODUCTS.

NELSON FIRESTOP; A BRAND OF EMERSON INDUSTRIAL AUTOMATION.

THERMAFIBER, INC.; AN OWENS CORNING COMPANY.

TREMCO, INC.

FIRE-RESISTANCE RATING: EQUAL TO OR EXCEEDING THE FIRE-RESISTANCE RATING OF

THE WALL, FLOOR, OR ROOF IN OR BETWEEN WHICH IT IS INSTALLED.

JOINTS AT EXTERIOR/ INTERIOR WALL/FLOOR INTERSECTIONS: PROVIDE JOINT FIRESTOPPING

SYSTEMS WITH RATING DETERMINED PER ASTM E 2307.

MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE

MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK

INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:

3M FIRE PROTECTION PRODUCTS.

NELSON FIRESTOP; A BRAND OF EMERSON INDUSTRIAL AUTOMATION.

THERMAFIBER, INC.; AN OWENS CORNING COMPANY.

TREMCO, INC.

F-RATING: EQUAL TO OR EXCEEDING THE FIRE-RESISTANCE RATING OF THE FLOOR

ASSEMBLY.

JOINTS IN SMOKE BARRIERS: PROVIDE FIRE-RESISTIVE JOINT SYSTEMS WITH RATINGS

DETERMINED PER UL 2079 BASED ON TESTING AT A POSITIVE PRESSURE DIFFERENTIAL OF

0.30-INCH WG.

MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE

MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK

INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:

3M FIRE PROTECTION PRODUCTS.

NELSON FIRESTOP; A BRAND OF EMERSON INDUSTRIAL AUTOMATION.

THERMAFIBER, INC.; AN OWENS CORNING COMPANY.

TREMCO, INC.

L-RATING: NOT EXCEEDING 5.0 CFM/FT. OF JOINT AT BOTH AMBIENT AND ELEVATED

TEMPERATURES.

EXPOSED JOINT FIRESTOPPING SYSTEMS: FLAME-SPREAD AND SMOKE-DEVELOPED

INDEXES OF LESS THAN 25 AND 450, RESPECTIVELY, AS DETERMINED PER

ASTM E 84.

ACCESSORIES: PROVIDE COMPONENTS OF FIRE-RESISTIVE JOINT SYSTEMS, INCLUDING

PRIMERS AND FORMING MATERIALS THAT ARE NEEDED TO INSTALL ELASTOMERIC

FILL MATERIALS AND TO MAINTAIN RATINGS REQUIRED. USE ONLY COMPONENTS

SPECIFIED BY JOINT FIRESTOPPING SYSTEM MANUFACTURER AND APPROVED BY

THE QUALIFIED TESTING AGENCY FOR CONDITIONS INDICATED.

INSTALLATION: EXAMINE SUBSTRATES AND CONDITIONS, WITH INSTALLER PRESENT, FOR

COMPLIANCE WITH REQUIREMENTS FOR JOINT CONFIGURATIONS, SUBSTRATES, AND OTHER

CONDITIONS AFFECTING PERFORMANCE OF THE WORK. INSTALL FIRE-RESISTIVE JOINT SYSTEMS

TO COMPLY WITH MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND PUBLISHED

DRAWINGS FOR PRODUCTS AND APPLICATIONS INDICATED. INSTALL FORMING MATERIALS AND

OTHER ACCESSORIES OF TYPES REQUIRED TO SUPPORT ELASTOMERIC FILL MATERIALS DURING

THEIR APPLICATION AND IN POSITION NEEDED TO PRODUCE CROSS-SECTIONAL SHAPES AND

DEPTHS REQUIRED TO ACHIEVE FIRE RATINGS INDICATED.

AFTER INSTALLING ELASTOMERIC FILL MATERIALS AND ALLOWING THEM TO FULLY CURE,

REMOVE COMBUSTIBLE FORMING MATERIALS AND OTHER ACCESSORIES NOT INDICATED

AS PERMANENT COMPONENTS OF FIRE-RESISTIVE JOINT SYSTEM.

INSTALL ELASTOMERIC FILL MATERIALS FOR FIRE-RESISTIVE JOINT SYSTEMS BY PROVEN

TECHNIQUES TO PRODUCE THE FOLLOWING RESULTS:

ELASTOMERIC FILL VOIDS AND CAVITIES FORMED BY JOINTS AND FORMING MATERIALS

AS REQUIRED TO ACHIEVE FIRE-RESISTANCE RATINGS INDICATED.

APPLY ELASTOMERIC FILL MATERIALS SO THEY CONTACT AND ADHERE TO SUBSTRATES

FORMED BY JOINTS.

FOR ELASTOMERIC FILL MATERIALS THAT WILL REMAIN EXPOSED AFTER COMPLETING THE

WORK, FINISH TO PRODUCE SMOOTH, AND UNIFORM SURFACES THAT ARE FLUSH

WITH ADJOINING FINISHES.

INSTALLER SHALL BE QUALIFIED THAT PARTICIPATES IN AISC QUALITY CERTIFICATION PROGRAM

AND IS AN AISC CERTIFIED ERECTOR, CATEGORY CSE OR CAN PROVIDE A WRITTEN QUALITY

CONTROL PROGRAM CERTIFIED BY AN INDEPENDENT TESTING AGENCY.

05 10 00 STRUCTURAL AND MISCELLANEOUS STEEL:

FURNISH AND INSTALL ALL TUBE TRUSSES, BEAMS, COLUMNS, BEARING PLATES, FRAMES,

RAMP RAILINGS, ETC. FURNISH ANCHOR BOLTS, LOOSE LINTELS AND OTHER INCIDENTAL ITEMS

TO APPROPRIATE TRADE FOR INSTALLATION.

STRUCTURAL STEEL (W-SHAPES) MATERIALS SHALL CONFORM TO ASTM A 992/ A 992M GRADE

50 STEEL.

MISCELLANEOUS STEEL (CHANNELS, ANGLES, M & S SHAPES, PLATES, THREADED RODS, ETC.)

SHALL BE CONFORMING TO ASTM A-36 / A-36M STEEL.

MISCELLANEOUS STEEL (PIPES) SHALL BE CONFORMING TO ASTM A-53/ A-53M, TYPE E or TYPE

S, GRADE B STEEL. GALVANIZED, POWDER-COATED OR PAINTED FINISH.

WELDING ELECTRODES SHALL COMPLY WITH AWS REQUIREMENTS.

BOLTS CONNECTORS & ANCHORS:

HIGH STRENGTH BOLTS NUTS AND WASHERS SHALL COMPLY W/ ASTM A 325, TYPE 1 HEAVY

HEX STEEL STRUCTURAL BOLTS, ASTM A 563, CLASS 8S, GRADE C HEAVY HEX CARBON STEEL

NUTS AND ASTM F 436 TYPE 1 HARDEND CARBON STEEL WASHERS, ALL W/ PLAIN FINISH.

DIRECT TENSION INDICATORS ASTM F 959, TYPE 325.

ZINC COATED HIGH STRENGTH BOLTS NUTS AND WASHERS SHALL COMPLY W/ ASTM A 325,

TYPE 1 HEAVY HEX STEEL STRUCTURAL BOLTS, ASTM A 563 GRADE, CLASS 10S DH HEAVY HEX

CARBON STEEL NUTS AND ASTM F 436 TYPE 1 HARDEND CARBON STEEL WASHERS, ALL W/

PLAIN FINISH. DIRECT TENSION INDICATORS ASTM F 959, TYPE 490, HOT DIP GALVANIZED.

SHEAR CONNECTORS: ASTM A 108, GRADES 1015 THROUGH 1020, HEADED-STUD TYPE,

COLD-FINISHED CARBON STEEL; AWS D1.1/D1.1M, TYPE B.

HEADED AND UNHEADED ANCHOR RODS ASTM F 1554, GRADE 36 WELDABLE, STRAIGHT OR

BENT/ HOOKED W/ MECHANICALLY DEPOSITED ZINC COATING, ASTM B 695, CLASS 50 FINISH.

THREADED RODS SHALL COMPLY W/ ASTM A 36/ A 36M, W/ PLAIN FINISH.

PRIMER & GROUT:

ALL STEEL, EXCEPT FIELD WELDS SHALL HAVE ONE (1) COAT OF LEAD AND CHROMATE FREE,

NON-ASPHALTIC, RUST INHIBITING PRIMER. COMPLYING WITH MPI#18, MPI#19 OR SSPC-PAINT 20, APPLIED AT THE SHOP. ALL FIELD WELDS SHALL BE PAINTED WITH LIKE MATERIAL IN FIELD.

PRIMER EQUAL TO SSPC-PAINT 25 TYPE II ZINC OXIDE, ALKYD, LINSEED OIL PRIMER.

NON-METALLIC GROUT SHALL BE SHRINK RESISTANT COMPLYING W/ ASTM C 1107/ C 1107M,

FACTORY PACKAGED NONMETALLIC AGGREGATE GROUT. NON-METALLIC GROUT SHALL BE

SHRINK RESISTANT COMPLYING W/ ASTM C 1107/ C 1107M, FACTORY PACKAGED NON-

METALLIC AGGREGATE GROUT, NONCORROSIVE AND NONSTAINING, MIXED WITH WATER TO

CONCICTENCY SUITABLE FOR APPLICATION AND A 30 MINUTE WORKING TIME.

FABRICATION: FABRICATE AND ASSEMBLE STRUCTURAL STEEL IN SHOP TO GREATEST EXTENT

POSSIBLE. FABRICATE ACCORDING TO AISC'S "CODE OF STANDARD PRACTICE FOR STEEL

BUILDINGS AND BRIDGES" AND AISC 360.

CAMBER STRUCTURAL-STEEL MEMBERS WHERE INDICATED.

FABRICATE BEAMS WITH ROLLING CAMBER UP.

IDENTIFY HIGH-STRENGTH STRUCTURAL STEEL ACCORDING TO ASTM A 6/A

6M AND MAINTAIN MARKINGS UNTIL STRUCTURAL STEEL HAS BEEN

ERECTED.

MARK AND MATCH-MARK MATERIALS FOR FIELD ASSEMBLY.

COMPLETE STRUCTURAL-STEEL ASSEMBLIES, INCLUDING WELDING…