511.21085.MAA_Addendum #1 ALL DOCUMENTS_Part1.pdf

Nurturing curiosity through design since 1953 • towerpinkster.com

©2023 Tower Pinkster Titus Associates, Inc.

ADDENDUM NO. 1

DATE OF ISSUANCE: August 3, 2023

PROJECT: Midland Armory – Addition and Renovation

2847 Airport Road

Midland, MI 48460

OWNER: State of Michigan – Department of Military and Veterans Affairs

ARCHITECT’S PROJECT NO.: 21 139.00

DMVA PROJECT NO.: 26C1020004

DTMB PROJECT NO.: 511/21085.MAA

ORIGINAL BID ISSUE DATE: June 30, 2023

SCOPE OF WORK

This Addendum includes changes to, or clarifications of, the original Bidding Documents and any previously issued addenda, and shall be included in the Bid. All of these Addendum items form a part of the Contract Documents. The Bidder shall acknowledge receipt of this Addendum in the appropriate space provided on the Bid Form. Failure to do so may result in disqualification of the Bid.

DOCUMENTS INCLUDED IN THIS ADDENDUM

This Addendum includes five (5) pages of text and the following documents:

• Bidding Documents: NA

• Contract Conditions: NA

• Specification Sections: NA

• Responses to Bid RFI’s: 1-5

• Other: Pre-bid Sign-in

• Drawings: G 001, G 002, G 101, G 102, S 001, S003, S004, S 101, S201, S301, S401, A 101, A 103, A 201, A 301, A 311, A 312, A 321, A 322, A 351, A 501, A 601, PD 100, PD 101, MD 101, MD 150, P 100, P 101, P 301, P 501, M 101, M 150, M 201, M 501, E 201

CHANGES TO PREVIOUSLY ISSUED ADDENDA

None.

8.3.2023 Addendum No. 1 // Midland Armory // 21-139 2

BID RFI QUESTIONS

ADD-1 QUESTION 1: Wall Type 1G states walls to the deck, all building sections on sheet A312 show 6” above ceiling.

ADD-1 RESPONSE 1: Wall type note is correct. All walls are to extend to deck.

ADD-1 QUESTION 2: Supply Office 210 shows lay-in ceiling on sheet A312. It looks like metal studs and drywall?

ADD-1 RESPONSE 2: Ceiling is to be lay-in as indicated.

ADD-1 QUESTION 3: If 6” studs are running horizontal above room 210 do you want ½” non-com plywood on deck.?

ADD-1 RESPONSE 3: Walls surrounding 210 are to extend to roof deck. No horizontal plywood on deck is needed.

ADD-1 QUESTION 4: Do Rooms 124, 127, 129 and 113 get new ceilings?

ADD-1 RESPONSE 4: NO – Existing ceilings in Rooms 124, 127, 129 & 113 are existing ceilings e to remain.

ADD-1 QUESTION 5: Please clarify the top of exterior wall detail. Wall sections do not graphically match enlarged detail 1A/A321.

ADD-1 RESPONSE 5: See revisions to detail 1A/A321. – Wall sections have been updated to match. See reissued sheet A 321 and A 322.

CHANGES TO DRAWINGS

ADD-1 Item No. D-1 - Added 3 Hour Fire Wall

Refer to Sheet(s): G002, G101, S 101, A 101, A 103, A 201, A,301, A 322, A351, A 501, A 601, M 101, M 501

• Added 3-Hour CMU Fire Wall.

• Added new strip footing adjacent to existing wall at Gridline T.

• Added (3) 120 minute rated double egress fire doors. (201C, 213C, 220B)

• Adjusted west wall of Vault 204 to accommodate door swings

• Deleted columns along Gridline T (new CMU is loadbearing).

• Added deck angle at new Fire Wall in lieu of bar joist parallel to wall.

• Added coping at fire wall’s parapet

• Added fire dampers to supply air duct crossing 3-hour wall.

8.3.2023 Addendum No. 1 // Midland Armory // 21-139 3

• Modified RA-5 in Grille, Registers, and Diffusers schedule to include an integrated fire damper.

ADD-1 Item No. D-2 - Revised Cover sheet

Refer to sheet G - 001

• Revised cover sheet areas due to change in frontage increase allowed. (Decreases due to 3-hour wall).)

• Adjust sheet index ordering of sheet C602

ADD-1 Item No. D-3 - Added Occupancy Plan and “Work Area” plans

Refer to Sheet(s) G 102

• Added diagrammatic plan indicating code assumptions on occupancy types

• Added diagrammatic plan indicating Total existing area and Work area as defined in Michigan

Rehabilitation Code.

ADD-1 Item No. D-4 - Delete Reference to the term “utility brick”

Refer to Sheet(s) multiple sheets including A321 and A322.

• The term Utility Brick has been changed throughout the documents to just “BricK”

ADD-1 Item No. D-5 - Clarifications to Demolition

Refer to Sheet(s): PD 100, PD 101, MD 101

• Made grease interceptor visible on PD 100.

• Added instances of demolition keyed note 2.

• Added tags to existing pipe and ductwork to remain.

• Marked existing vent to be demolished on PD 101.

ADD-1 Item No. D-6 - Modifications to Sanitary Vent / Pipe, Storm Drain

Refer to Sheet(s): P 100, P 101, P 301

• Removed new vent connection to existing vent marked to be abandoned.

• Added vent connection up through chase.

• Moved storm drain downspout to room 224.

• Moved storm drain run to remain inside building envelope.

• Moved storm drain outside of vault area.

• Modified pipe tag in room 128 to indicate size and FCO.

• Moved HWR to end of HW line and modified vent size in Women’s Showers room 112.

• Modified vent manifold in Men’s Restroom room 120.

8.3.2023 Addendum No. 1 // Midland Armory // 21-139 4

• Marked existing HW and CW pipe to be removed back to existing shutoff valves in Men’s Restroom room 120.

• Added keynote 19 to P 101.

ADD-1 Item No. D-7 - Moved Tags for Clarity

Refer to Sheet(s): P 101

• Moved room, pipe, and downspout tags for clarity.

• Hid extraneous mechanical equipment.

ADD-1 Item No. D-8 - Modifications to Details

Refer to Sheet(s): P 501

• Added note to Typical Lavatory Detail to check Architectural Drawings for casework.

ADD-1 Item No. D-9 - Modifications to Ductwork

Refer to Sheet(s): M 101

• Connected SA diffuser to main duct.

• Added size tags to duct branch.

• Added tag to RA diffuser in Learning Room 219.

• Moved diffuser, duct, and key notes for clarity.

ADD-1 Item No. D-10 - Modified Tags on Existing Equipment

Refer to Sheet(s): MD 150, M 150

• Modified tags on existing equipment to match original construction drawings.

ADD-1 Item No. D-11 - HVAC Piping Note Changes

Refer to Sheet(s): M 201

• Removed keynote 1 as it was no longer used.

• Moved equipment and pipe tags for clarity.

• Added tags to equipment and pipes without any.

• Changed line indicating temperature sensor connection type to dashed.

• Removed extraneous lines.

ADD-1 Item No. D-12 - Changes to Equipment Schedules

Refer to Sheet(s): M 501

• Updated RTU schedules to reflect new selections.

• Removed extraneous blank spaces for HRU-1 information that did not appear on the equipment cutsheet.

• Modified HRU-1 sound level and Air to Air section information to reflect equipment cutsheet.

8.3.2023 Addendum No. 1 // Midland Armory // 21-139 5

ADD-1 Item No. D-13 - Snow Drift Plan

Refer to Sheet(s): S 001

• Added snow drift plan to General Notes sheet.

ADD-1 Item No. D-14 - Typical Details.

Refer to Sheet(s): S 003

• Revised Masonry Lintel Schedule and added ML3.

• Added Typical Deck Support Angle Detail.

ADD-1 Item No. D-15 - Typical Details

Refer to Sheet(s): S 004

• Revised notes associated with Steel Lintel Schedule.

ADD-1 Item No. D-16 - Overall Foundation Plan

Refer to Sheet(s): S 101

• Removed HSS Columns and associated foundations along Grid T.

• Added foundation wall and strip footing for 3 HR CMU bearing wall.

• Revised Strip Footing Schedule.

ADD-1 Item No. D-17 - Overall Roof Framing Plan

Refer to Sheet(s): S 201

• Revised roof framing along Grid T.

• Added steel joists to existing roof between Grids 3 and 6.

• Added and revised lintels as necessary.

• Revised Steel Joist sizes/designations.

ADD-1 Item No. D-18 - Foundation Details

Refer to Sheet(s): S 301

• Removed Details 3, 4, and 5.

• Added Details 6 and 7.

ADD-1 Item No. D-19 - Roof Framing Details.

Refer to Sheet(s): S 401

• Removed Detail 4..

8.3.2023 Addendum No. 1 // Midland Armory // 21-139 6

ADD-1 Item No. D-20 - Revised Lighting Layouts.

Refer to Sheet(s): E 201

• Revised lighting layouts due to wall changes.

END OF ADDENDUM.

Nurturing curiosity through design since 1953 • towerpinkster.com

©2021 Tower Pinkster Titus Associates, Inc.

MEETING MINUTES

PROJECT: Midland Armory – Addition & Renovation

PROJECT NO.: 26C1020004 (DMVA) / 511/21085.MAA (DTMB) / 21-139.00 (TPTA)

DATE: July 18, 2023

LOCATION: Midland Michigan Armory

PRESENT: Sign-In Sheet Attached

PURPOSE: Pre-Bid Meeting

A. Introductions

1. Owner’s Representatives

Maria Alvaro-DTMB

Eric Campbell - DMVA

2. PSC’s Representatives – TowerPinkster (A/E)

Tom Kloosterman – TowerPinkster

B. Sign-in Sheet – See attached copy of the sign-in sheet for those in attendance.

Notice: An individual is only permitted to represent one bidder at a mandatory Pre-Bid

Conference.

C. Addendum - If a point or concern raised during this meeting is determined by the

PSC/Owner to require a change to the bidding documents, an addendum will be issued.

D. Project description: Addition and select demolition to allow for the construction of office spaces, storage spaces, and related learning and support spaces, as well as new sitework for the Department of Veterans and Military Affairs, Lansing, Michigan, per specifications and drawings dated June 30, 2023.

E. Project Schedule

1. Bid due date – Wednesday, August 30, 2023 at 2:00 pm (must be received on or before

2:00 pm on SIGMA to be Accepted).

Bids must be submitted electronically through the SIGMA website at https://sigma.michigan.gov/webapp/PRDVSS2X1/AltSelfService .

2. Questions must be received by 2:00pm, August 11, 2023, local time. Any questions asked and answered during the walk thru are not considered binding – questions must be submitted with the response issued in an addendum.

3. Anticipated Agenda September 28, 2023 for contract approval.

4. After the contract is executed

07.18.2023 Meeting Minutes // Midland Armory – Addition and Renovation 2

i. Pre-Construction Meeting – October 17, 2023.

ii. Progress Meetings – First & Third Tuesdays at 2:00 p.m.

5. Contract Time

1. A detailed schedule is required from the Contractor at the start of the work.

2. Time of substantial completion – 425 calendar days from pre-construction meeting or Notice to Proceed

3. Liquidated Damages. $500.00/day after substantial and final completion.

F. Bid Contents:

1. Forms required for all bids:

a. Bid Summary Form (DTMB-0401)

i. Submit the Bid Summary Form with bidder information filled in and signed by an Officer of the Company with original signatures.

ii. Fill base proposal amount.

iii. Check box for Qualified Disabled Veteran if applicable.

iv. Unit Price Schedule - none currently in the bid

v. Check box for any allowances (allowances should be included in base bid per specification section 00100, part 10.5) total of $210,000 allowances.

• $100,000 contingency allowance

• $50,000 allowance for new Electrical utility service

• $50,000 allowance for new Gas utility service

• $10,000 allowance for signage

vi. Fill in alternates to base bid – None presently. (The Contract will be awarded on the basis of the Base Proposal Sum…and deductive alternate in the order the Owner accepts them. Specification section 00100, part 14.1.1))

vii. Acknowledge addenda received.

b. Bid Schedule - Fill out form in Appendix I of specifications.

(If unit prices are used)

c. Professional/Contractor Demographics, Statistics and Demographics form. Fill out form in Appendix I of specifications. (Note: is sent with Notice of Award)

d. Certification Regarding Debarment, Suspension, and Other Responsibility Matters form -

Fill out form in Appendix I of specifications. (Note: is sent with Notice of Award)

e. Bid Bond – A satisfactory bid bond executed by the bidder and surety company in the amount equal to five percent (5%) of the base proposal. Fill out form in Appendix I of specifications. Bid bond is to be furnished on the Surety’s standard form and a copy uploaded with your bid.

G. Michigan Preferences

1. All contractors and suppliers are encouraged to use Michigan products and recycled and/or environmentally friendly products whenever possible where price, quality and performance are equal to, or superior to non-Michigan products.

2. Certification of Michigan based business – Fill out form in Appendix I of specifications.

H. Permits –

07.18.2023 Meeting Minutes // Midland Armory – Addition and Renovation 3

1. The contractor is responsible for obtaining and paying for all permits required by LARA, or any other agency as required.

• The Soil Erosion & Control Permit should be obtained and shared with the

DMVA. Email to Tom Kloosterman @ TowerPinkster.

2. The Contractor is responsible for scheduling all inspections.

• City of Midland “Storm Water Management Permit” in the specification.

• City of Midland “Storm Water Permit” in the specification.

I. Contractor Supervision – The Contractor is responsible for managing and supervising the work and must be on site 100% of time when construction activity is occurring. All material deliveries to the site must be received by the contractors, not the owner.

J. Insurance Requirements – Must be submitted by contractor after notification of award of contract.

1. Workers’ Compensation and Employer’s Liability

2. Commercial General Liability

3. Commercial Automobile Liability

4. Excess Liability and any other designated in Supplementary conditions.

5. Builder’s Risk – Must be provided by the contractor per specification section 00700 part

3.4. State no longer provides. TowerPinkster to contact Anne Watros at DTMB for clarification if Builder’s risk insurance is based on value of the contract or value of the building. Clarification to be provided to the bidders via addendum/

K. Testing – The Owner will retain a professional/agency to perform inspections, tests, or approvals for those material required to meet quality control standards specified in the contract documents. This will be provided through TowerPinkster. However, the Contractor must assume full responsibility for testing, per Section 00700 part 5.2. Testing Allowances, if applicable are indicated in Section 01020.

L. Special Working Conditions – Working on State owned property. Working hours shall be between 7:00 AM and 4:30 PM, Monday through Friday. Additional Weekday hours and weekend hours are not allowed unless written permission is granted from the facility.

• Security Clearance Request – Follow Agency Requirements. Clarifications are needed by the DMVA, and will be shared with bidders via addendum.

• Construction to occur during regular hours. If the contractor falls behind schedule, premium hours are their responsibility to pay for and to coordinate with on-site staff. Contractors to coordinate with ordinary DMVA use of the facility.

• Sufficient toilet facilities, for expected onsite personnel, are required to be kept operational by the contractor at all times.

M. Special Project Procedures

1. Soil Erosion and Sedimentation Control - See Appendix 2, 08000

2. Hazardous Materials Project Procedures – See Appendix 2, 08000.

3. Available Project Information

a. Geotechnical Report – Prein & Newhof (Sept 9, 2021).

b. Original “As-Built” Construction Drawings (April 12, 1971).

N. Wage Rates: Per specifications Davis Bacon Wage Rates are required for this project. Wage rates are found in the specification after Appendix III.

07.18.2023 Meeting Minutes // Midland Armory – Addition and Renovation 4

O. Addenda: To include meeting minutes, response to RFIs to date, known changes include:

• 3-hour wall between existing building and addition.

• Type of Fire Alarm system.

• Additional information will be provided on the requirements of the power provided to the adjacent building(s) onsite through the new electrical or gas services being modified through this project. Smart meter?

P. If COVID Restrictions are not presently required. If government guidelines change, a contract modification will be provided to the successful contractor to provide a Project

Specific COVID-19 Safety and Operations Plan that complies with the most recent Executive

Order, OSHA, MIOSHA, CDC and other regulatory entities.

The foregoing constitutes our understanding of matters discussed and conclusions reached. Other participants are requested to review the items and advise the undersigned in writing of any errors and/or omissions.

Respectfully submitted, TowerPinkster

Tom Kloosterman

Project Manager

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MIDLAND ARMORY ADDITION AND

RENOVATION

DEPARTMENT OF MILITARY AND VETERAN'S AFFAIRS

2300 AIRPORT ROAD, MIDLAND, MI 48642

CONSTRUCTION DOCUMENTS

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3DRAWING INDEX

DRAWING INDEX

CIVIL CONSULTANT

PREIN & NEWHOF

3355 EVERGREEN DRIVE NE

GRAND RAPIDS, MI 49525

PHONE: (616) 364-8491

FAX: (616) 364-6955

DMVA PROJECT NUMBER: 26C1020004

DMVA PROJECT TITLE: RENOVATE ARMORY

DEPARTMENT OF MILITARY AND VETERAN'S

AFFAIRS (DMVA),

MIDLAND ARMORY

2300 AIRPORT ROAD,

MIDLAND, MI 48642

M 603 TEMPERATURE CONTROLS DETAILS AND SCHEDULES

ELECTRICAL GENERAL

E 001 ELECTRICAL SYMBOLS AND GENERAL NOTES

ELECTRICAL DEMOLITION

ED 010 ELECTRICAL SITE DEMOLITION PLAN

ED 101 FIRST FLOOR ELECTRICAL DEMOLITION PLAN

ELECTRICAL SITE

ES 010 ELECTRICAL SITE PLAN

ELECTRICAL

E 101 FIRST FLOOR POWER PLAN

E 150 ROOF POWER PLAN

E 201 FIRST FLOOR LIGHTING PLAN

E 301 ENLARGED ELECTRICAL PLANS

E 401 ELECTRICAL ONE LINE DIAGRAM AND SCHEDULES

E 410 ELECTRICAL DETAILS

E 420 LIGHTING SCHEDULE AND DETAILS

E 501 PANEL LOAD SCHEDULES

TECHNOLOGY SITE

T 001 TECHNOLOGY SYMBOLS AND GENERAL NOTES

TECHNOLOGY

T 101 FIRST FLOOR TECHNOLOGY PLAN

T 401 TECHNOLOGY DETAILS

T 402 TECHNOLOGY DETAILS

T 403 TECHNOLOGY DETAILS

A 621 ENLARGED TOILET ROOM FINISH PLANS AND ELEVATIONS

A 631 INTERIOR ELEVATIONS AND SECTIONS

MECHANICAL & PLUMBING GENERAL

MP 001 MECHANICAL & PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL

NOTES

PLUMBING DEMOLITION

PD 100 FOUNDATION PLUMBING DEMOLITION PLAN

PD 101 FIRST FLOOR PLUMBING DEMOLITION PLAN

MECHANICAL DEMOLITION

MD 101 FIRST FLOOR MECHANICAL DEMOLITION PLAN

MD 150 ROOF MECHANICAL DEMOLITION PLAN

PLUMBING

P 100 FOUNDATION PLUMBING PLAN

P 101 FIRST FLOOR PLUMBING PLAN

P 301 ENLARGED PLUMBING PLANS

P 501 PLUMBING SCHEDULES AND DETAILS

MECHANICAL

M 101 FIRST FLOOR SHEET METAL PLAN

M 150 ROOF MECHANICAL PLAN

M 201 FIRST FLOOR HVAC PIPING PLAN

M 501 MECHANICAL SCHEDULES AND DETAILS

M 502 MECHANICAL SCHEDULES AND DETAILS

M 601 TEMPERATURE CONTROLS

M 602 TEMPERATURE CONTROLS

GENERAL

G 001 COVER SHEET

G 002 INTERIOR PARTITION TYPES, TYPICAL SYMBOLS & GENERAL NOTES

G 101 FIRST FLOOR CODE COMPLIANCE PLAN

G 102 CODE COMPLIANCE INFORMATION

CIVIL

C 100 EX. CONDITIONS AND REMOVAL PLAN

C 200 SITE PLAN

C 300 GRADING & SESC PLAN

C 400 UTILITY PLAN

C 500 STORM WATER MANAGEMENT DETENTION SIZING

C 501 STORM WATER MANAGEMENT - PIPE SIZING

C 601 SITE DETAIL SHEET 1

C 602 SITE DETAILS

STRUCTURAL

S 001 GENERAL NOTES

S 001-C STATEMENT OF SPECIAL INSPECTIONS

S 002 TYPICAL DETAILS

S 003 TYPICAL DETAILS

S 004 TYPICAL DETAILS

S 101 OVERALL FOUNDATION PLAN

S 201 OVERALL ROOF FRAMING PLAN

S 301 FOUNDATION DETAILS

S 401 ROOF FRAMING DETAILS

ARCHITECTURAL DEMOLITION

AD 101 DEMOLITION PLAN

AD 201 REFLECTED CEILING DEMOLITION PLAN

AD 301 EXTERIOR DEMOLITION ELEVATION

AD 302 ARCHITECTURAL DEMOLITION WALL SECTIONS

ARCHITECTURAL

A 101 FLOOR PLAN

A 103 ROOF PLAN

A 201 FIRST FLOOR REFLECTED CEILING PLAN

A 301 EXTERIOR ELEVATIONS

A 311 BUILDING SECTIONS

A 312 BUILDING SECTIONS

A 321 WALL SECTIONS

A 322 WALL SECTIONS

A 351 PLAN DETAILS

A 421 ENLARGED PLANS, TYPICAL MOUNTING HEIGHTS, BARRIER-FREE

MOUNTING HEIGHTS AND ACCESSORY MATRIX

A 501 DOOR SCHEDULES & ACCESS PANEL INFORMATION

A 601 FIRST FLOOR FINISH PLAN

A 611 MATERIAL SELECTION SCHEDULE & TYPICAL DETAILS

242 E. KALAMAZOO AVE, SUITE 100

KALAMAZOO, MICHIGAN 49007

PHONE: 269.343.6133

FAX: 269.343.6633

BUILDING (ADDITION): 2015 MICHIGAN BUILDING CODE

ENERGY: 2015 MICHIGAN ENERGY CODE

PLUMBING: 2015 MICHIGAN PLUMBING CODE

MECHANICAL: 2015 MICHIGAN MECHANICAL CODE

FUEL GAS: (IFGC) 2015 INTERNATIONAL FUEL GAS CODE

ELECTRICAL: 2017 NATIONAL ELECTRICAL CODE WITH MICHIGAN AMENDMENTS

BARRIER-FREE: 2015 MICHIGAN BUILDING CODE AND 2009 ICC & C A117.1

USE GROUP(S): MIXED USE, A-2 , B, S-1 AND S-2

CONSTRUCTION TYPE(S): II-B & IV

AUTOMATIC SPRINKLERS: NONE

PROJECT AREAS

NEW ADDITION S-1 OCC TYPE II-B: 3,886 SQ. FT.

REFERENCED CODES

4 EAST FULTON STREET, SUITE 200

GRAND RAPIDS, MICHIGAN 49503

PHONE: 616.456.9944

FAX: 616.456.5936

LOCATION MAP

SITE MAP

EXISTING BUILDING

WHERE RENOVATION

AND ADDITION OCCURS

TOTAL FINISHED PROJECT: 35,077 SQ. FT.

EXISTING A2 OCC TYPE IV 9,719 SQ. FT.

ALLOWABLE AREA UNADJUSTED A2 TYPE IV 15,000 SQ. FT.

ALLOWABLE AREA W/FRONTAGE (7,650) A2 TYPE IV 22,650 SQ. FT.

EXISTING B OCC TYPE II-B 12,830 SQ. FT.

ALLOWABLE AREA UNADJUSTED B TYPE II-B 23,000 SQ. FT.

ALLOWABLE AREA W/ FRONTAGE (8,590) B, TYPE II-B 31,590 SQ. FT.

ISSUED FOR DATE

ADDENDUM 1 08-03-2023

EXISTING S-2 OCC TYPE II-B 2,973 SQ. FT.

ALLOWABLE AREA UNADJUSTED S-2 TYPE II-B 26,000 SQ. FT.

ALLOWABLE AREA W/ FRONTAGE (13,260) S-2 TYPE II-B 39,260 SQ. FT.

NEW ADDITION B OCC TYPE II-B: 5,480 SQ. FT.

ALLOWABLE AREA UNADJUSTED S-1 TYPE II-B 17,500 SQ. FT.

ALLOWABLE AREA W/ FRONTAGE (7,000) S-1 TYPE II-B 24,500 SQ. FT.

ALLOWABLE AREA UNADJUSTED B TYPE II-B 23,000 SQ. FT.

ALLOWABLE AREA W/ FRONTAGE (9,200) B, TYPE II-B 32,200 SQ. FT.

A1

TOTAL NEW: 9,366 SQ. FT.

TOTAL EXISTING (NOT INCLUDEING MEZZANINE PER CODE): 25,595 SQ. FT.

A1

BUILDING (RENOVATION): 2015 MICHIGAN RENOVATION CODE

FOR EXISTING BUILDINGS

A1

A101A

TYPICAL SYMBOLS & REFERENCES

NOTE:

ROOM NAMES AND NUMBERS ON PLANS ARE

FOR CONSTRUCTION PURPOSES ONLY.

COORDINATE WITH OWNER REGARDING

PROPOSED NUMBERS FOR ALL SIGNAGE,

SCHEDULE AND PANEL DESIGNATIONS.

ROOM IDENTIFICATION TAG

ROOM NAME

ROOM NUMBER

DETAIL TITLE

1 DETAIL TITLE

1" = 0'-1"A101

DETAIL NUMBER

SHEET NUMBER

UNIT MATCHLINES

U N

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A

U N

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B

TYPICAL NOTATION SYMBOLS

CALLOUT REFERENCE BUBBLE

A351

DETAIL NUMBER

SHEET NUMBER

EXTERIOR ELEVATION REFERENCE BUBBLE

A301

A

ELEVATION LETTER

SHEET NUMBER

INTERIOR ELEVATION REFERENCE BUBBLE

4 A 652

ELEVATION NUMBER

SHEET NUMBER

DETAIL REFERENCE BUBBLE

A351

DETAIL NUMBER

SHEET NUMBER

BUILDING SECTION REFERENCE BUBBLE

A 311

DETAIL NUMBER

SHEET NUMBER

ELEVATION AND SECTION REFERENCE TOOLS

ELEVATION TAG - EXISTING

FINISH FLOOR

ELEVATION 100'-0"

ELEVATION TAG FOR EXTERIOR ELEVATIONS

AND BUILDING SECTIONS

100'-0" ELEVATION TAG FOR FLOOR PLANS AND

REFLECTED CEILING PLANS

ELEVATION TAG - NEW

FINISH FLOOR

ELEVATION 100'-0"

100'-0"

ELEVATION TAG FOR EXTERIOR ELEVATIONS

AND BUILDING SECTIONS

ELEVATION TAG FOR FLOOR PLANS AND

REFLECTED CEILING PLANS

WORKING POINT LAYOUT TAG

100'-0" : 100'-0"

DISTANCE IN THE "Y" DIRECTION FROM THE

"X" BASE LINE

DISTANCE IN THE "X" DIRECTION FROM THE

"Y" BASE LINE

BORROWED LIGHT AND DOOR IDENTIFICATION

A 502

SHEET NUMBER

ELEVATION NUMBER

DOOR NUMBER - CORRESPONDS TO THE ROOM NUMBER

LETTER DESIGNATES MORE THAN ONE IN ROOM

SYMBOLS

BARRIER-FREE

B1 REVISION IDENTIFIER (ADDENDUM AND BULLETIN)

COLUMN BUBBLE AND LINE

CLASSROOM

A000A

GENERAL DEMOLITION NOTES

1. CONTRACTORS ARE REQUIRED TO INSPECT/REVIEW THE EXISTING BUILDING PRIOR TO

RELATED DEMOLITION WORK. UNLESS NOTED OTHERWISE, REMOVAL OF ANY WALL,

FLOOR OR CEILING INCLUDES ALL GENERAL MECHANICAL AND ELECTRICAL ITEMS

WHICH ARE A PART OF, OR ATTACHED TO IT.

2. CONTRACTOR SHALL VERIFY ALL EXISTING JOB SITE CONDITIONS AND DIMENSIONS

AND BE RESPONSIBLE FOR THE SAME. ADVISE CONSTRUCTION MANAGER OF ANY

AND ALL DISCREPANCIES.

3. PATCH FLOORS, WALLS AND CEILINGS DAMAGED DURING CONSTRUCTION AND

DEMOLITION AS REQUIRED. FINISH TO MATCH EXISTING.

4. ACCOMMODATE NEW CONSTRUCTION IF NOT INDICATED.

5. PROTECT ALL EXISTING FINISHES THROUGHOUT PROJECT.

6. REFER TO DEMOLITION ELEVATIONS, SECTIONS AND DETAILS FOR ADDITIONAL

INFORMATION.

7. REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR

ADDITIONAL DEMOLITION NOTES.

8. SALVAGE ALL UNISTRUT AND PROTECT FOR RE-USE IN NEW CONSTRUCTION, IF

REQUIRED.

9. AT LOCATIONS OF REMOVED WALLS, ALL ASSOCIATED ITEMS ATTACHED TO THE WALL

ARE TO BE REMOVED. SUCH AS: DOORS, WINDOWS, FRAMES, MARKERBOARDS,

TACKBOARDS, TACK STRIPS, ETC.

GENERAL NOTES - ARCHITECTURAL

1. THE OWNER RESERVES THE RIGHT TO REMOVE ANY ITEM FROM THE PROJECT PRIOR

TO COMMENCEMENT OF CONTRACTED DEMOLITION WORK.

2. ALL EXISTING CONDITIONS SHOULD BE FIELD VERIFIED BEFORE WORK BEGINS.

3. DIMENSIONS GIVEN ARE ACTUAL AND ARE TO THE FACE OF MASONRY UNITS OR TO

THE FACE OF STUD FRAMING, UNLESS NOTED OTHERWISE.

4. DETAILS SHOWN ILLUSTRATE DESIGN INTENT, NOT ALL POSSIBLE CONDITIONS. FOR

CONDITIONS NOT SHOWN, USE DETAILS CLOSEST TO CONDITION IN QUESTION.

5. EXTEND ALL INTERIOR WALL PARTITIONS FROM FLOOR TO STRUCTURE/DECK ABOVE

UNLESS NOTED OR DETAILED OTHERWISE.

6. WITHIN BUILDING INTERIOR PROVIDE BULLNOSE BLOCK IN CMU WALL ASSEMBLIES AT

ALL EXPOSED OUTSIDE CORNERS, INCLUDING WINDOW AND DOOR JAMBS, UNLESS

NOTED OR DETAILED OTHERWISE. PROVIDE SQUARE OUTSIDE CORNERS AT ALL

LOCATIONS FINISHED WITH WALL TILE, REFER TO FINISH PLANS (A600 SHEETS)

FOR LOCATIONS.

7. TOOTH-IN MASONRY AT NEW OPENINGS IN EXISTING WALLS.

8. TOOTH-IN NEW MASONRY INFILL INTO EXISTING OPENINGS AT ALL BULLNOSE BLOCK

LOCATIONS.

9. STEEL STUD WALLS SHALL BE A MINIMUM OF 20 GAGE. REGARDLESS OF HEIGHT

10. STEEL STUD WALLS SUPPORTING WALL CABINETS SHALL BE A MINIMUM OF 20 GAGE.

11. DOORS ARE TO BE 4" FROM CORNER OF ROOM, UNLESS NOTED OR DIMENSIONED

OTHERWISE.

12. FIRESTOP ALL INTERCONNECTIONS BETWEEN VERTICAL AND HORIZONTAL SPACES

AND CONCEALED WALL SPACES AT CEILING, FLOOR AND ROOF LEVELS.

13. FIRESEAL ALL PENETRATIONS, SUCH AS, PIPES, DUCTS, CONDUITS, ETC. THROUGH

FIRE AND/OR SMOKE RATED ASSEMBLIES.

14. FOR CONTROL JOINT (C.J.) LOCATIONS REFER TO EXTERIOR ELEVATIONS AND/OR

FLOOR PLANS.

15. PAINT ALL ELECTRICAL PANEL COVERS AND ACCESS PANELS TO MATCH ADJACENT

FINISHES. USING OIL-BASED PAINT, NOT LATEX WALL PAINT.

16. PROVIDE WOOD BLOCKING IN WALLS THAT REQUIRE WALL MOUNTED EQUIPMENT OR

ACCESSORIES. COORDINATE WITH EQUIPMENT OR ACCESSORY MANUFACTURER.

17. PROVIDE ALL ASSOCIATED CURBS FOR ROOF TOP EQUIPMENT AND MECHANICAL

ROOF TOP UNITS. LARGE VOIDS BELOW THE AIR HANDLING UNITS SHALL BE FILLED

WITH INSULATION AS SPECIFIED FOR NOISE CONTROL.

18. ALL EXISTING ROOF TOP PENETRATIONS BEING REMOVED REQUIRE ROOF PATCHING

TO MATCH EXISTING ADJACENT.

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

SOUND BATTS IN

ALL WALLS -

UNLESS NOTED

OTHERWISE

FLOOR CONSTRUCTION

METAL STUDS @ 16" O.C. WITH 5/8"

GYPSUM BOARD BOTH SIDES;

(1 HOUR FIRE) U.L. ASSEMBLY U465

WHERE NOTED ON PLANS

METAL STUD WALL

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

SOUND BATTS (AT CHASE

WALLS ONLY) - UNLESS

NOTED OTHERWISE

FLOOR CONSTRUCTION

METAL STUDS @ 16" O.C. WITH 5/8"

GYPSUM BOARD ON ROOM SIDE - BRACE

WALL @ 4'-0" O.C. MAXIMUM.

METAL STUD CHASE WALL OR

FURRING

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

SOUND BATTS IN

ALL WALLS -

UNLESS NOTED

OTHERWISE

FLOOR CONSTRUCTION

METAL STUDS @ 16" O.C. WITH

5/8" TYPE "X" GYPSUM BOARD BOTH

SIDES TO DECK

STRUCTURAL METAL STUD WALL

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

FLOOR CONSTRUCTION

METAL CH STUDS @ 16" O.C. WITH 5/8"

TYPE "X" GYPSUM BOARD ON ROOM

SIDE AND 1" TYPE "X" GYPSUM BOARD

PANEL ON CHASE SIDE

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

SOUND BATTS IN

ALL WALLS -

UNLESS NOTED

OTHERWISE

FLOOR CONSTRUCTION

METAL STUDS @ 16" O.C. WITH (2)

LAYERS 5/8" TYPE "X" GYPSUM

BOARD BOTH SIDES

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

SOUND BATTS IN ALL

WALLS - UNLESS

NOTED OTHERWISE -

WEAVE IN-BETWEEN

STUDS

FLOOR CONSTRUCTION

6" TOP AND BOTTOM TRACK WITH 3 5/8"

METAL STUD FRAMING @ 16" O.C.

(OFFSET) WITH 5/8" GYPSUM BOARD BOTH

SIDES

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

BOND BEAM

SEALANT

FLOOR CONSTRUCTION

4" CONCRETE MASONRY UNITS

CMU WALL

U.L. ASSEMBLY - U905

(1 HOUR AND 2 HOUR)

HEAD

PLAN

SILL

CMU WALL WITH FURRING CMU WALL WITH FURRING BOTH SIDES

C H A S E S

ID

E

R O

O M

S

ID

E

METAL STUD CHASE WALL (1 HOUR FIRE)

U.L. ASSEMBLY U415

METAL STUD WALL (2 HOUR FIRE)

U.L. ASSEMBLY U425 METAL STUD SOUND WALL

6" CONCRETE MASONRY UNITS

8" CONCRETE MASONRY UNITS

10" CONCRETE MASONRY UNITS

STRUCTURE /

DECK ABOVE

BOND BEAM

FLOOR CONSTRUCTION

STRUCTURE /

DECK ABOVE

BOND BEAM

FLOOR CONSTRUCTION

HEAD

PLAN

SILL

4" CONCRETE MASONRY UNITS WITH METAL

FURRING AND 5/8" GYPSUM BOARD

6" CONCRETE MASONRY UNITS METAL FURRING

AND 5/8" GYPSUM BOARD

8" CONCRETE MASONRY UNITS WITH METAL

FURRING AND 5/8" GYPSUM BOARD

10" CONCRETE MASONRY UNITS WITH METAL

FURRING AND 5/8" GYPSUM BOARD

4" CONCRETE MASONRY UNITS WITH METAL FURRING

AND 5/8" GYPSUM BOARD - BOTH SIDES

12" CONCRETE MASONRY UNITS 12" CONCRETE MASONRY UNITS WITH METAL

FURRING AND 5/8" GYPSUM BOARD

1X 2X 4X 5X

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

FLOOR CONSTRUCTION

METAL CH STUDS @ 16" O.C. WITH (2)

LAYERS 5/8" TYPE "X" GYPSUM BOARD

ON ROOM SIDE AND 1" TYPE "X"

GYPSUM BOARD PANEL ON CHASE SIDE

METAL STUD CHASE WALL (2 HOUR FIRE)

U.L. ASSEMBLY U438

6X 7X 8

6" CONCRETE MASONRY UNITS WITH METAL FURRING

AND 5/8" GYPSUM BOARD - BOTH SIDES

8" CONCRETE MASONRY UNITS WITH METAL FURRING

AND 5/8" GYPSUM BOARD - BOTH SIDES

10" CONCRETE MASONRY UNITS WITH METAL

FURRING AND 5/8" GYPSUM BOARD - BOTH SIDES

12" CONCRETE MASONRY UNITS WITH METAL

FURRING AND 5/8" GYPSUM BOARD - BOTH SIDES

9X

10X

11X

12X

13X

9XX

10XX

11XX

12XX

13XX

SEALANT SEALANT

METAL STUDS @ 16" O.C. WITH

1/2" RATED PLYWOOD ONE SIDE

AND 5/8" GYPSUM BOARD ON

BOTH SIDES.

3X

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

DEFLECTION TRACK

SEALANT

1/2" RATED

PLYWOOD

FLOOR CONSTRUCTION

METAL STUD WALL WITH

PLYWOOD BACKING

SOUND BATTS IN

ALL WALLS -

UNLESS NOTED

OTHERWISE

SOUND BATTS IN

ALL WALLS -

UNLESS NOTED

OTHERWISE

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

SEALANT

SOUND BATTS IN

ALL WALLS -

UNLESS NOTED

OTHERWISE

FLOOR CONSTRUCTION

WOOD STUDS @ 16" O.C. WITH 5/8"

GYPSUM BOARD BOTH SIDES;

(1 HOUR FIRE) U.L. ASSEMBLY U305

WHERE NOTED ON PLANS

WOOD STUD WALL

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

SEALANT

SOUND BATTS IN ALL

WALLS - UNLESS

NOTED OTHERWISE

FLOOR CONSTRUCTION

WOOD STUDS @ 16" O.C. WITH 5/8"

GYPSUM BOARD ON ROOM SIDE -

BRACE WALL @ 4'-0" O.C. MAXIMUM.

WOOD STUD CHASE WALL

C H A S E S

ID

E

R O

O M

S

ID

E

14X 15X

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

SEALANT

SOUND BATTS IN

ALL WALLS -

UNLESS NOTED

OTHERWISE

FLOOR CONSTRUCTION

WOOD STUDS @ 16" O.C. WITH (2)

LAYERS 5/8" TYPE "X" GYPSUM

BOARD BOTH SIDES

WOOD STUD WALL (2 HOUR FIRE)

U.L. ASSEMBLY U301

16X

SOUND BATTS IN

ALL WALLS -

UNLESS NOTED

OTHERWISE

HEAD

PLAN

SILL

STRUCTURE /

DECK ABOVE

BOND BEAM

SEALANT

FLOOR CONSTRUCTION

CMU WALL

U.L. ASSEMBLY - U906

(3 HOUR)

8" CONCRETE MASONRY UNITS11

PARAPET

A1

METAL COPING

NOT SHOWN

INTERSECTION OF NON-RATED AT

1 HOUR RATED PARTITION

INTERSECTION OF NON-RATED AT 2 HOUR

RATED PARTITION - U.L. ASSEMBLY U425

1 HOUR RATED

PARTITION - REFER

TO PLAN

METAL STUD FRAMING

NON-RATED PARTITION - REFER TO PLAN

2 HOUR RATED

PARTITION -

REFER TO PLAN

METAL STUD FRAMING

NON-RATED PARTITION - REFER TO PLAN

INTERSECTION OF NON-RATED AT 2 HOUR

RATED PARTITION - U.L. ASSEMBLY U438

2 HOUR RATED

PARTITION -

REFER TO PLAN

CH STUD FRAMING

NON-RATED PARTITION - REFER TO PLAN

INTERSECTION OF

CONCRETE/MASONRY AT 1 HOUR

RATED PARTITION

CONCRETE OR MASONRY

WALL - REFER TO PLAN

1 HOUR RATED PARTITION -

REFER TO PLAN

METAL FURRING

GYPSUM BOARD CONTROL

JOINT NON-RATED PARTITION

• 1/2" MAXIMUM GAP FOR CONTROL JOINT

• 30'-0" MAX. BETWEEN CONTROL JOINTS

• REFER TO PARTITION TYPES FOR COMPLETE

DESCRIPTION OF COMPONENT PARTS

GYPSUM BOARD

METAL STUD FRAMING

BACKER

ROD AND

SEALANT

CONTROL JOINT

GYPSUM BOARD CONTROL

JOINT 1 HOUR RATED

PARTITION

• 1/2" MAXIMUM GAP FOR CONTROL JOINT

• 30'-0" MAX. BETWEEN CONTROL JOINTS

• REFER TO PARTITION TYPES FOR COMPLETE

DESCRIPTION OF COMPONENT PARTS

GYPSUM BOARD

METAL STUD FRAMING

(2) LAYERS TYPE

"X" GYPSUM

BOARD

CONTROL JOINT

GYPSUM BOARD CONTROL

JOINT 2 HOUR RATED

PARTITION

• 1/2" MAXIMUM GAP FOR CONTROL JOINT

• 30'-0" MAX. BETWEEN CONTROL JOINTS

• REFER TO PARTITION TYPES FOR COMPLETE

DESCRIPTION OF COMPONENT PARTS

METAL STUD FRAMING

(2) LAYERS TYPE "X"

GYPSUM BOARD

CONTROL JOINT

(2) LAYERS TYPE

"X" GYPSUM

BOARD

NOTE:

MOUNT EQUIPMENT AS SHOWN UNLESS SPECIFIED OTHERWISE.

MAX TWO DEVICES IN ONE HIGHER MOUNT

LOCATION AT LATCH SIDE OF DOOR, PROVIDE RFI

IF MORE DEVICES ARE NECESSARY. WHERE THERE

IS ONE DEVICE, CENTER OVER LOWER DEVICE. (TO

BE WITHIN ADA HEIGHT). (IF SWITCH CANNOT BE

LOCATED ON LATCH SIDE, LOCATE ONE DOOR

LEAF AWAY ON HINGE SIDE.)

DOOR

LOW DEVICES

RECEPTACLEVOICE/DATA

MASONRY COURSING

(WHERE APPLICABLE)

LIGHT SWITCH

F.A. AUDIO/VISUAL

ALIGNMENT NOTES

• ALIGN AND LOCATE CLOSE TOGETHER ANY DEVICES INSTALLED WITHIN 6' HORIZONTALLY.

• CENTER ALL DEVICES WHERE INDICATED ON COLUMN WRAP OR BUMP OUT; STACK AND ALIGN VERTICALLY.

• INSTALL DEVICES AT HEIGHTS INDICATED IN SYMBOL LEGEND UNLESS STACKING PER THIS DETAIL.

• WHERE HEIGHT IS SPECIFICALLY NOTED ON FLOOR PLANS, USE THAT MOUNTING HEIGHT

• CENTER ON DOORFRAME OR WHITEBOARDS ANY DEVICES INDICATED ABOVE.

O R L

A N D

IN

G

F R O

M F

LO

O

R

F R O

M F

LO

O

R O

R L

A N D

IN

G

6' - 0" MIN.

4" MAX

CAMERAS, CLOCKS, WALL

OCCUPANCY SENSORS

WHITE BOARD (WHERE APPLICABLE -

VERIFY WITH DETAILS/PLANS PROPER

INSTALL HEIGHT) CENTER ANY SINGLE

DEVICE WITH CENTER OF WHITE BOARD

ANY DEVICES

SHOWN OVER DOOR

TO BE CENTERED.

EQ EQ

EQ EQ

F R O

M F

LO

O

R O

R L

A N D

IN

G

SHORT THROW PROJECTOR

WHERE APPLICABLE

~12"

FA PULL STATION - HINGE SIDE

OF DOOR 1-LEAF AWAY WITHIN

5'-0" OF EXTERIOR OR STAIR

DOORS, WHEN WALL MOUNT

STROBES ARE ON PROJECT,

ALIGN ABOVE.

WHEN DEVICES ARE WITHIN DIMENSION, STACK

HIGH/LOW VERTICALLY AND GROUP DEVICES AT

SAME HEIGHT. UNLESS DEVICES IS PART OF

TECHNOLOGY DETAIL GROUPING OR SERVING A

FURNITURE GROUP.

CASEWORK, COORDINATE DEVICE BOTTOM

TO BE 2" OVER BACKSPLASH OR OVER

COUNTERTOP (IF NO BACKSPLASH). FOR

LARGE FORMAT TILE, ALIGN EDGE OF DEVICE

WITH HORIZONTAL GROUT LINE CLOSEST TO

COUNTERTOP.

COORDINATE OUTLET LOCATIONS WITH

GROUT LINES, EDGE OF DEVICE ON GROUT

LINE IF POSSIBLE. COORDINATE WITH

INTERIOR DESIGN DRAWINGS.

TYPICAL COLUMN

ENCLOSURE, CHASE OR

BUMP-OUT WITH DEVICES

INDICATED IN PLANS.

EQ EQ

EQEQEQEQ

THERMOSTAT,

SENSORS OR AV

CONTROLLER, CARD

READER, ETC.

GENERAL PARTITION NOTES

1. NOT ALL WALL TYPES MAY BE USED ON PROJECT.

2. REFER TO CODE COMPLIANCE PLANS FOR LOCATIONS OF SMOKE AND FIRE-RATED

PARTITIONS.

3. ALL PARTITIONS EXTEND TO BOTTOM OF STRUCTURE, UNLESS NOTED OTHERWISE.

4. LINE OF STRUCTURE/DECK AS SHOWN AT THE HEAD CONDITION OF EACH PARTITION

TYPE IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE EXACT CONSTRUCTION

CONDITIONS. TERMINATE RATED PARTITIONS AT UNDERSIDE OF STRUCTURAL DECK TO

MAINTAIN RATING. PROVIDE APPROPRIATE FRAMING AND GYPSUM BOARD TO OFFSET

AROUND STRUCTURE OR OTHER OBSTRUCTIONS, SUCH AS PIPING OR DUCTWORK.

5. PARTITIONS MAY TERMINATE AT STRUCTURAL MEMBERS WITH A RATING GREATER THAN

OR EQUAL THE PARTITION, PROVIDED THAT RATING IS CONTINUOUS TO STRUCTURAL

DECK ABOVE.

6. NON-RATED PARTITIONS THAT EXTEND TO STRUCTURE SHALL TERMINATE AT

UNDERSIDE OF STRUCTURAL DECK TO MAINTAIN A CONTINUOUS PLANE OF GYPSUM

BOARD AS A NOISE, SMOKE OR OTHER TYPE OF BARRIER.

7. ALL PARTITIONS EXTENDING TO STRUCTURE ABOVE SHALL TERMINATE WITH

DEFLECTION TRACK - SEE TYPICAL DETAILS ON THIS SHEET.

8. ALL GYPSUM BOARD PARTITIONS NOT EXTENDING TO THE STRUCTURE MUST BE

BRACED.

9. UL DESIGN NUMBERS REFER TO THE FIRE RESISTANCE DIRECTORY; UNDERWRITERS

LABORATORY, LATEST EDITION.

10. MISCELLANEOUS NON-RATED CHASES TO BE 5/8" GYPSUM BOARD ON 3 5/8" METAL

STUD FRAMING AT 16" O.C., UNLESS NOTED OTHERWISE.

11. MISCELLANEOUS FURRING AROUND COLUMNS TO BE 5/8" GYPSUM BOARD ON 11/2"

STUDS, UNLESS NOTED OTHERWISE.

12. FIRE-RATED PARTITIONS TO HAVE FIRE-STOPPING SEALANTS AT HEAD, SILL JUNCTURE

WITH DISSIMILAR MATERIALS, ETC. AND AROUND ALL PENETRATIONS AND OPENINGS.

13. CONSTRUCT ALL PARTITIONS WITH SOUND ATTENUATION BATTS WITH THE FOLLOWING

SOUND BATT THICKNESS: 2 1/2" OR LESS METAL STUD - 1 1/2" THICKNESS, 3 5/8"

OR LARGER METAL STUD - 3" THICKNESS. UNLESS NOTED OTHERWISE.

1X

METAL STUD/FURRING, CH STUD AND WOOD STUD KEY

METAL STUD/FURRING

DESIGNATION SIZE

A GYPSUM BOARD DIRECT APPLIED TO CMU

B 7/8"

C 1 1/2"

D 1 5/8"

E 2 1/2"

F 3 1/2"

G 3 5/8"

H 4"

J 5 1/2"

K 6"

L 8"

M 10"

N 12"

P (OPEN)

Q (OPEN)

CH STUD

DESIGNATION SIZE

R 2 1/2"

S 4"

T 6"

PARTITION TYPE TAG (REFER TO FLOOR PLANS)

PARTITION TYPE

NUMBER

METAL STUD, FURRING OR

CH STUD FRAMING LETTER

FIRE-RATING, IF REQUIRED

1X

WOOD STUD

DESIGNATION SIZE

U 2"x4"

V 2"x6"

W 2"x8"

F

IL

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ISSUED FOR DATE

ADDENDUM 1 08-03-2023

UP

DN

UP

M

F

F

F

F

F

F

F

F

F

FF

F

F

F

F

F

F

J

1. ALL PENETRATIONS THROUGH A FIRE OR SMOKE RATED PARTITION SHOULD BE

SEALED WITH AN APPROVED U.L. RATED PRODUCT.

2. THE TOPS OF ALL FIRE RATED PARTITIONS SHALL BE SEALED TO THE

CONTINUOUS STRUCTURE ABOVE WITH A U.L. RATED SYSTEM OR ASSEMBLY.

3. WOOD BLOCKING IN FIRE-RATED PARTITIONS SHALL BE NON-COMBUSTIBLE

TREATED WOOD.

4. REFER TO SPECIFICATION U.L. RATING INFORMATION.

5. FIRE-RATED WALLS ENDING INTO AN ACOUSTICAL DECK MUST HAVE THE FLUTES

FILLED, REFER TO 'TOP OF WALL DETAIL AT ACOUSTIC DECK' SHOWN ON THIS

SHEET.

• FOR MASONRY WALLS THE MASON SHALL FILL VOIDS AND FIRE SPRAY WITH UL LISTED

MATERIAL.

• FOR STUD WALLS USE FIRE SAFING AND FIRE CAULK.

CODE COMPLIANCE KEY

EGRESS SYMBOLS

EGRESS EXIT NUMBER FROM ROOM OR SPACE

MAXIMUM NUMBER OF OCCUPANTS PERMITTED

BY EGRESS WIDTH

ROOM OR SPACE EGRESS IS FROM

TRAVEL DISTANCE : 100'-0"

PERMITTED TRAVEL DISTANCE - 200'-0"

EXISTING TRAVEL DISTANCE

TO EGRESS DOOR

PERMITTED MAXIMUM TRAVEL

DISTANCE PER CONDITION

DIRECTION OF EGRESS

FIRE SAFETY SYMBOLS

FIRE-RATING KEY

DESIGNATION PARTITION RATING PRIORITY

EGRESS

Door #

EGRESS ROOM

XFE

XFEC

FE

FEC

EXISTING FIRE EXTINGUISHER

EXISTING FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

3 HOUR 1

2 HOUR FIRE/SMOKE 2

2 HOUR 3

1 HOUR FIRE/SMOKE 4

1 HOUR 5

SMOKE RESISTANT 6

TOTAL SQUARE FEET SCHEDULE

TABLE 503 Allowable Building Heights and Areas

Type IV Construction, Mixed-Use A and B

= 63,000 Square Feet Allowed

Provided"

Existing (Remodel) = 26,376 square feet

Addition (New Construction) = 10,066 square feet

Total = 36,442 square feet

D G K L M P

E F H J N R SCBA T

TRAINING

READINESS

ADMINISTRATION

SUPPLY

GENERAL

OFFICE

VESTIBULE

STORAGE

PLATOON

PLATOON

OFFICE

CORRIDOR

CONFERENCE

SUPPLY ROOM

1 SARGENT

COMMANDER

LEARNING

Actual SF = 427

CHAIR TABLE

STORAGE

Actual SF = 795

WORKOUT

ROOM

NBC

TA 50 / OFFICE

PLATOON 1

PLATOON 2

PLATOON 3

COMM

CORRIDOR

TOILET

CLOSET

Actual SF = 1061

CLASSROOM

RECRUIT

SIPR

BREAK ROOM

CLOSET

MAIL

SCULLERY

HOT FOOD

PREP

COLD FOOD

PREP

MESS OFFICE

LAC

CLASSROOM

MEN'S

RESTROOM

MEN'S LOCKER

MEN'S

SHOWER

AV STORAGE

JAN

MENS TOILET

VESTIBULE

WOMENS

TOILET

STORAGE

PES 200

UNIFORM

STORAGE

SUPPLY OFFICE

VESTIBULE

FAMILY

RECRUIT

CORRIDOR

BUILDING

MAINTENANCE

WOMENS

TOILET

BOILER ROOM

SERVICE

OFFICE

COMPRESSOR

ROOM

SERVICE

PARTS / TOOLS

VESTIBULE

VESTIBULE

T R

A V E L D

IS

T A N

C E : 32' -

3"

P E R

M

IT

T E D

T R

A V E L D

IS

T A N

C E

200' - 2"

TRAVEL DISTANCE : 59' - 7"

PERMITTED TRAVEL DISTANCE - 200' - 0"

TRAVEL DISTANCE : 65' - 1"

PERMITTED TRAVEL DISTANCE - 200' - 0"

TRAVEL DISTANCE : 164' - 7"

PERMITTED TRAVEL DISTANCE - 200' - 0"

923 GROSS / 20

47 OCC

207 GROSS / 100

3 OCC

239 GROSS / 100

3 OCC

580 GROSS / 20

29 OCC

376 GROSS / 100

4 OCC

162 GROSS / 100

2 OCC

139 GROSS / 100

2 OCC

426 GROSS / 100

5 OCC

123 GROSS / 100

2 OCC

132 GROSS / 100

2 OCC

135 GROSS / 100

2 OCC

129 GROSS / 100

2 OCC

475 GROSS / 20

24 OCC

795 GROSS / 50

16 OCC

142 GROSS / 100

2 OCC

152 GROSS / 100

2 OCC

177 GROSS / 100

2 OCC

143 GROSS / 100

2 OCC

E G

R E

S S

E G

R E

S S

/4

1512 GROSS / 300

6 OCCT

R

A V

E L D

IS

T

A N

C E

P E

R M

IT

T

E D

T R

A V

E L D

IS

T

A N

C E

249 GROSS / 100

3 OCC

73 GROSS / 100

1 OCC

90 GROSS / 100

1 OCC

TRAVEL DISTANCE : 83' - 1"

PERMITTED TRAVEL DISTANCE - 200' - 2"

65 GROSS / 100

1 OCC

607 GROSS / 300

3 OCC

EGRESS

E G

R E

S S

591 GROSS / 300

2 OCC

2435 GROSS / 300

9 OCC

OVERALL

STORAGE SPACE

49 GROSS / 300

1 OCC

1063 GROSS / 20

54 OCC

376 GROSS / 100

4 OCC

253 GROSS / 200

2 OCC

388 GROSS / 200

2 OCC

297 GROSS / 200

2 OCC

297 GROSS / 300

1 OCC

E G

R E

S S

427 GROSS / 300

2 OCC (4

COUNTS,INCLUDING

ABOVE)

TRAVEL DISTANCE : 135' - 8"

PERMITTED TRAVEL DISTANCE - 200' - 2"

OCCUPANCY TYPE: ASSEMBLY OCCUPANCY TYPE: BUSINESS

E G

R E

S S

XFEC XFEC

XFEC

XFEC

XFE

XFE

XFE

FEC

FEC

FEC

FEC

A1

A1 A1

A1TRAVEL DISTANCE : 100' - 10"

PERMITTED TRAVEL DISTANCE - 200' - 0"

F

IL

E N

U M

B E

R

S T

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H

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S E

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S H

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L

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S H

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B E

R

O W

N E

R P

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C T

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IT

L E

D A

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F

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S T

F L

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P L

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L A

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-1

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G

J u n e

M

ID

L A

N D

A R

M O

R Y

A D

D

IT

IO

N

A N

D R

E N

O V

A T

IO

N

A

IR

P

O R

T R

O A

D

M

ID

L A

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M

I

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P A

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M E

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A

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/3

/2

1/8" = 1'-0"

G 101 CODE COMPLIANCE PLAN

MIDLAND ARMORY

KEY PLAN

SCALE: NO SCALE

EXISTING

NEW

ISSUED FOR DATE

ADDENDUM 1 08-03-2023

M

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

J

UP

UP

DN

M

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

F

J

D G K L M P

E F H J N R SCBA T

/4

OVERALL

STORAGE SPACE

XFEC XFEC

XFEC

XFEC

XFE

XFE

XFE

FEC

FEC

FEC

FEC

9,719 SF A-2 OCC

12,830 B OCC

5,480 B OCC

2,379 S-1 OCC

1,507 S-1 OCC

2,973 S-2 OCC

150' - 0" 65' - 3 37/64"

25' - 4 21/128" 99' - 3 31/64" 25' - 4 45/128"

A1

D G K L M P

E F H J N R SCBA T

/4

XFEC XFEC

XFEC

XFEC

XFE

XFE

XFE

FEC

FEC

FEC

FEC

2,973 SF

555 SF

2,498 SF

257 SF 2,322 SF

25,595 SF - TOTAL EXISTING

6,107 SF (24%) - WORK AREA

9,366 SF

NEW ADDITION

A1

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M

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1. APPLICABLE CODES:

A. BUILDING CODE : 2015 MICHIGAN BUILDING CODE (NBC.)

B. MECHANICAL CODE: 2015 MICHIGAN MECHANICAL CODE (MMC).

C. PLUMBING CODE: 2015 MICHIGAN PLUMBING CODE (MPC).

D. ELECTRICAL CODE: 2017 NATIONAL ELECTRICAL CODE WITH MICHIGAN AMENDMENTS

E. LIFE SAFETY CODE: 2015 MICHIGAN BUILDING CODE AND 2012 NFPA 101 LIFE SAFETY CODE

F. MICHIGAN UNIFORM ENERGY CODE ADOPTING ASHRAE 90.1 - 2007 AS AMMENDED.

G. ACCESSIBILITY: 2012 MICHIGAN BUILDING CODE, CHAPTER 11 W/ ICC A 117.1 AND ADA REQUIREMENTS BASED ON THE 2021 ADA STANDARD FOR ACCESSIBILITY DESIGN. THE STATE DOES NOT PERFORM INSPECTION

2. OCCUPANCY USE GROUP:

MIXED USE WITH SEPERATION, USER A2 AND B

A -2 - GROUP ASSEMBLY

B - GROUP BUSINESS

3. BUILDING SEPARATION:

2-HOUR, INTERNAL SEPARATION WITHIN EXISTING

3-HOUR BETWEEN EXISTING AND ADDITION

4. AUTOMATIC FIRE SPRINKLER

NONE

5. TYPE OF CONSTRUCTION (MBC)

TYPE: II-B AND IV

6. BUILDING HEIGHT FOR GROUP B (MBC)

ALLOWABLE HEIGHT: 65 FEET (WHEN NOT FULLY SPRINKLEED)

ALLOWABLE STORIES: 5

7. BUILDING AREAS (ALLOWABLE)

ALLOWABLE SQUARE FOOTAGE = 63,000 S.F. (NON FULLY-SPRINKLED)

ACTUAL SQUARE FOOTAGE: 36,397 S.F.

8. STRUCTURAL FIRE RESISTANCE RATING $ SHAFTS (TABLE 503)

9. FIRESTOPPING AND SMOKE STOPPING:

FILL ALL HOLES AND JOIST IN FIRE RATED PARTITION AND FLOOR ASSEMBLIES AROUNDS ALL MECHANICAL, PLUMBING, FIRE PROTECTION PIPING, ELECTRICAL PENETRATIONS WITH FIRE RATED FIRESTOP MATERIALS OR PER SPECIFICATION IN DIVISION 7 AND PER ASTM E814. FILL GAPS BETWEEN TOP OF FIRE RATED WALLS AND FLOOR/ROOF DECKS ABOVE W/ FIRESTOPPING. SUBMIT FIRE STOP REPORTS AND PRODUCT LITERATURE AS REQUESTED BY AUTHORITIES HAVING JURISDICTIONS. MECHANICAL AND PLUMBING PENETRATIONS THROUGH SMOKE PARTITIONS SHALL BE SEALED SMOKE TIGHT WITH SMOKE RESISTIVE SEALANT. GAP AROUND PENETRATIONS THRU NON-RATED FLOOR ASSEMBLIES SHALL BE

SEALED W/ NON-COMBUSTIBLE FIRE SAFING SECURED IN PLACE (MBC 714.4.2).

10. FIRST EXTINGUISHERS:

PROVIDE AS SHOWN ON CODE PLANS

11. FIRE ALARM AND FIRE PROTECTION SYSTEMS SUBMISSION

PROVIDE FIRE ALARM SYSTEM THROUGHOUT BUILDING (907.2.2). VOICE ALARM SYSTEM SHALL BE PROVIDED, REQUIRED BY MBC 907.2.3 & LSC 12.3.4.3.3. FIRE ALARM SYSTEMS CONTRACTOR SHALL BE MICHIGAN CERTIFIED UNDER MICHIGAN ACT 144 AND SHALL SUBMIT SHOP DRAWINGS TO LARA BUREAU OF FIRE SERVICES FOR APPROVAL.

12. MEANS OF EGRESS:

A. OCCUPANT LOADS AND CAPACITIES: REFER TO CODE PLANS.

B. MAXIMUM EXIT ACCESS TRAVEL: 200 FEET, WITHOUT FIRE SPRINKLER. (TABLE 1017.2)

C. MAXIMUM COMMON PATH OF TRAVEL: 75 FEET (TABLE 1006.2.1)

D. MAXIMUM CORRIDOR DEAD END TRAVEL: 20 FEET (1020.4)

E. PANIC HARDWARE: ALL DOORS AND ON FLOOR AND EXITS FOR SERVING ROOMS / SPACES OF 50 OR MORE

OCCUPANTS SHALL BE PROVIDED WITH PANEL DEVICE

F. MEANS OF EGRESS LIGHTING: PROVIDE EMERGENCY EGRESS LIGHTING IN ALL MEANS OF EGRESS SPACES HAVING 2 OR MORE MEANS OF EGRESS, IN COMMON TOILET ROOMS AND AT EXTERUIR SIDE OF EXITS. PROVIDE PHOTOMETRIC PLAN BALCULATIONS OF LIGHTING LEVELS IN ACCORDANCE WITH MBC 1006.3.1 TO AND REQUESTED BY

AUTHORITIES HAVING JURIDICTION.

G. CORRIDORS

CORRIDORS FIRE - RESISTANCE RATING B, OCCUPANCY REQUIRES A FIRE RESISTANCE OF 0 HOURS. MINIMUM CORRIDOR WIDTH BE 44 INCHES. WHERE AN OCCUPANT LOAD IS LESS THAN 50, MINIMUM CORRIDOR WIDTH SHALL

BE 36 INCHES.

13. OCCUPANT LOAD

PLUMBING FIXTURE COUNT - MICHICAGN PLUMBING CODE

USER GROUP A-2 - 118 Total Occupants USER GROUP B - 129 Total Occupants

Water Closet Required: Water Closet Required:

1 per 40 male = 3 1 per 25 for the first 50 and 1 per 50 for the remainder exceeding 50 male = 4 1 per 40 female = 3 1 per 25 for the first 50 and 1 per 50 for the remainder exceeding 50 female = 4

Lavatories Required: Lavatories Required:

1 per 75 male = 2 1 per 40 for the first 80 and 1 per 80 for the remainder exceeding 80 male = 3 1 per 75 female = 2 1 per 40 for the first 80 and 1 per 80 for the remainder exceeding 80 female = 3

Drinking Fountains Required: Drinking Fountains Required:

1 per 500 = 1 1 per 100 = 2

Service Sink: 1 per building

Total Fixtures Required Provided

Water Closets: 14 total 15 7 male 5 toilets + 5 urinals 7 female 5 toilets

Lavatories: 10 total 11 5 male 7

5 female 4

Drinking Fountains: 3 3

Service Sink: 1 1

FUNCTION OF SPACE ROOM NUMBER NUMBER OF OCCUPANTS

BUSINESS OCCUPANCY (USER B)

STORAGE 100 2

UNIFORM STORAGE 202 6

CHAIR TABLE/MEZZANINE 134 4

VAULT 204 3

SUPPLY ROOM (STORAGE) 205 9

SUPPLY OFFICE 210 2

CONFERENCE 214 4

OFFICE 215 2

OFFICE 217 2

OFFICE 218 2

LEARNING 219 24

OFFICE 221 2

OFFICE 222 2

STORAGE 224 1

OFFICE 225 2

OFFICE 226 2

OFFICE 227 5

OFFICE 228 2

OFFICE 229 2

BREAK ROOM 128 29

SIPR (OFFICE) 129 1

MAIL (OFFICE) 130 1

FAMILY (OFFICE) 131 3

LACTATION ROOM 132 1

WORKOUT ROOM 133 16

BUSINESS OCCUPANTS TOTAL 129

ASSEMBLY OCCUPANCY (USER A)

RECRUIT OFFICE 127 3

RECRUIT OFFICE 124 3

CLASSROOM 115 47

CLASSROOM 114 54

BLDG MAINTENANCE 110 1

SCULLERY 104 2

HOT FOOD PREP 103 2

COLD FOOD PREP 102 2

MESS OFFICE 101 4

ASSEMBLY OCCUPANTS TOTAL 118

TOTAL OCCUPANT 257

ISSUED FOR DATE

ADDENDUM 1 08-03-2023

1" = 20'-0"G 102

1 OCCUPANCY AREAS

1" = 20'-0"G 102

2 "WORK AREA"

STRUCTURAL DESIGN CRITERIA

1. GOVERNING CODE MICHIGAN BUILDING CODE (MBC), 2015 EDITION

2. BUILDING RISK CATEGORY III

3. DESIGN SOIL BEARING PRESSURE 2500 PSF

4. MATERIAL STRENGTHS

STRUCTURAL STEEL:

ASTM A992 (Fy = 50 KSI) - ROLLED STEEL SHAPES UNLESS NOTED ON THE

DRAWINGS.

ASTM A36 (Fy = 36 KSI) - ROLLED STEEL PLATES, CHANNELS, ANGLES, BARS, AND RODS AS NOTED ON THE DRAWINGS.

ASTM A500, GRADE C - RECTANGULAR AND ROUND HSS

REINFORCING STEEL:

ASTM A615, GRADE 60

CONCRETE:

4000 PSI FOR ALL CONCRETE UNLESS SPECIFICALLY NOTED OTHERWISE.

MASONRY:

2000 PSI FOR CONCRETE MASONRY

5. DEAD LOADS

ROOF

ROOFING 1.0 PSF

INSULATION 4.0 PSF

METAL DECK 3.0 PSF

FRAMING 5.0 PSF

MECHANICAL 5.0 PSF

MISCELLANEOUS 2.0 PSF

TOTAL ROOF DEAD LOAD 20.0 PSF

6. LIVE LOADS

ROOF 20.0 PSF

STORAGE AREAS ABOVE CEILINGS 20.0 PSF

LIVE LOAD REDUCTIONS SHALL BE COMPUTED IN ACCORDANCE WITH THE MICHIGAN

BUILDING CODE. ROOF LIVE LOADS ARE NON-REDUCIBLE.

7. DESIGN SNOW LOAD AND SNOW DRIFTING PARAMETERS ARE AS FOLLOWS:

GROUND SNOW LOAD (Pg) 35.0 PSF

FLAT ROOF SNOW LOAD (Pf) 27.0 PSF + DRIFT

SNOW EXPOSURE FACTOR (Ce) 1.0

SNOW THERMAL FACTOR (Ct) 1.0

SNOW LOAD IMPORTANCE FACTOR 1.1

MINIMUM ROOF LIVE LOAD USED IN DESIGN 27.0 PSF

8. WIND LOAD DESIGN PARAMETERS ARE AS FOLLOWS:

BASIC WIND SPEED (V), (3 SECOND GUST) 120 MPH

WIND EXPOSURE CATEGORY B

INTERNAL PRESSURE COEFFICIENT ±0.18

9. SEE TABLE FOR COMPONENTS AND CLADDING LOAD CRITERIA. ALL ARCHITECTURAL AND

STRUCTURAL COMPONENTS SHALL CONFORM WITH THE MICHIGAN BUILDING CODE AND

ASCE 7 FOR COMPONENTS AND CLADDING DESIGN.

ROOF PRESSURES (PSF)

WALL PRESSURES (PSF)

NOTES:

- END ZONE WIDTH IN FEET = 10% OF LEAST HORIZONTAL DIMENSION OR .4h

WHICHEVER IS SMALLER BUT NOT LESS THAN EITHER, 4% OF LEAST HORIZONTAL

DIMENSION OR 3'-0"

h=MEAN ROOF HEIGHT, IN FEET, EXCEPT THAT EAVE HEIGHT SHALL BE USED FOR

ROOF ANGLES < 10

10. SEISMIC LOAD DESIGN PARAMETERS ARE AS FOLLOWS:

SOIL SITE CLASS D

MAPPED SPECTRAL RESPONSE ACCELERATION

(Ss) 6.1 %

(S1) 3.8 %

DESIGN SPECTRAL RESPONSE ACCELERATION

(Sds) 6.5 %

(Sd1) 6.1 %

SEISMIC DESIGN CATEGORY A

SEISMIC IMPORTANCE FACTOR (Ie) 1.25

SEISMIC LATERAL FORCE RESISTING SYSTEM - ORDINARY REINFORCED MASONRY

SHEAR WALLS

RESPONSE MODIFICATION FACTOR (R) 2

DEFLECTION AMPLIFICATION FACTOR (Cd) 1.75

SEISMIC DESIGN METHOD EQUIVALENT LATERAL FORCE PROCEDURE

SEISMIC RESPONSE COEFFICIENT (Cs) 0.01

SEISMIC DESIGN STRUCTURE WEIGHT (W) 6000 KIPS

SEISMIC DESIGN BASE SHEAR (V) 60 KIPS

FOUNDATIONS

1. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE SUBSURFACE

INVESTIGATION REPORT BY PREIN & NEWHOF DATED SEPTEMBER 9, 2021. THE

CONTRACTOR SHALL BECOME FAMILIAR WITH THE SURVEY AND SUBSURFACE

INVESTIGATION REPORT PRIOR TO BIDDING AND BEFORE BEGINNING CONSTRUCTION.

2. THE SUBSURFACE INVESTIGATION IS FOR INFORMATIONAL PURPOSES ONLY AND SHALL NOT

BE CONSIDERED PART OF THE CONTRACT DOCUMENTS. FURTHERMORE, NO WARRANTY IS

MADE BY THE OWNER WITH REGARD TO COMPLETENESS AND ACCURACY OF SUBSURFACE

INVESTIGATION DATA, STATEMENTS, AND INTERPRETATIONS GIVEN IN REPORT.

3. NOTIFY THE A/E AS SOON AS POSSIBLE OF ANY UNUSUAL SOIL CONDITIONS OR SOIL

CONDITIONS AT VARIANCE WITH TEST BORINGS, SUCH AS UNEXPECTED SPRING OR

SEEPAGE WATER, MATERIAL DIFFERING FROM TEST BORINGS, OR SOIL OF QUESTIONABLE

BEARING CAPACITY.

4. SET FOUNDATIONS AT THE ELEVATIONS SHOWN ON THE DRAWINGS ON FIRM SUBGRADE

PREPARED PER THE EARTHWORK SPECIFICATIONS. VERIFY THAT EACH FOOTING PLACED IS

BEARING ON MATERIAL WITH THE DESIGN BEARING CAPACITY PER THE…