511.22033.JBB DMVA Renovate Kingsford Armory-BIDSET-PART 1-ARCH-STRUCT.pdf

PDF 14 MB Posted Aug 15, 2025

Attached to: 511/22033. JBB; Renovate Kingsford Armory
Solicitation number: RFQ-171-250000000572-2
Issued by: Delta County, Kincheloe CDP, Michigan

About this file

Written by GovTribe AI · Aug 18, 2025

These documents are architectural and engineering design plans for the Kingsford Armory Renovation project for the Michigan Department of Military and Veterans Affairs (DMVA), located at 401 South Carpenter Ave in Kingsford, Michigan. The project involves a comprehensive renovation of an existing military armory facility, with work spanning the basement, first floor, and second floor. The design is prepared by U.P. Engineers & Architects, Inc. (UPEA) and includes detailed structural, mechanical, electrical, and architectural plans for modernizing the facility.

The renovation includes extensive work such as structural modifications, mechanical system updates, bathroom and locker room renovations, new vault construction, electrical system upgrades, and abatement of existing asbestos and lead-based materials. The project is categorized as a Level 3 Alteration under the Michigan Building Code, with the building classified as a Business (Group B) occupancy. The total building area is approximately 29,285 square feet, with the renovation focusing on creating modern military administrative, training, and support spaces. The project involves careful coordination of demolition, new construction, and preservation of existing structural elements, with specific attention to meeting current building codes and accessibility standards.

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Other files

File	Type	Posted
511.22033.JBB DMVA RENOVATE KINGSFORD ARMORY - Addendum No. 1.pdf	PDF	Aug 15, 2025
511.22033.JBB DMVA Renovate Kingsford Armory-BIDSET-PART 3-ELEC.pdf	PDF	Aug 15, 2025
511.22033.JBB DMVA Renovate Kingsford Armory-BIDSET-PART 2-MECH-PLUMB.pdf	PDF	Aug 15, 2025
Service Disabled Veteran Owned Business Info Sheet 2025.pdf	PDF	Aug 15, 2025
511.22033.JBB DMVA Renovate Kingsford Armory- Specifications.pdf	PDF	Aug 15, 2025
511.22033.JBB DMVA Renovate Kingsford Armory- Asbestos & Lead Survey Report.pdf	PDF	Aug 15, 2025
511.22033.JBB DMVA Renovate Kingsford Armory- Advertisment.pdf	PDF	Aug 15, 2025

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CONTACT LIST:

STATE OF MICHIGAN DTMB

JASON PASCOE, DESIGN & CONSTRUCTION DIVISION

906-280-1046, PASCOEJ2@MICHIGAN.GOV

JEFF BARSCH, DESIGN & CONSTRUCTION DIVISION

906-251-0727, BARSCHJ@MICHIGAN.GOV

MICHIGAN DEPARTMENT OF MILITARY AND VETERAN AFFAIRS

JASON VIAU, SITE CONTACT

906-280-3865, VIAUJ2@MICHIGAN.GOV

ALVAR MAKI, MAINTENANCE SUPERVISOR F.M. NORTH

906-235-5880, MAKIA@MICHIGAN.GOV

SCOTT DOMANSKI, PROJECT MANAGER

517-481-7570, DOMANSKIS@MICHIGAN.GOV

PROFESSIONAL SERVICES CONTRACTOR

AARON JANKE, PROJECT MANAGER (PRIMARY CONTACT)

906-315-1332, AJANKE@UPEA.COM

GUST JUNTTILA, STRUCTURAL ENGINEER (LOCAL CONTACT)

906-779-0937, GJUNTTILA@UPEA.COM

PROJECT LOCATION

P L U R I B U E

S U N U M

C I R C U M S P I C E

SI QU EREI S PENI NSUL AM AMOENA

33 G5

30 65

17 139

55 52

32 180

14 12

CEDARVILLE

HESSEL

WHITEFISH

POINT

SAULT

STE

MARIE

NATIONAL PARK

ISLE ROYALE

NORWAY

MARENISCO

WHITE PINE

BERGLAND

NEWBERRY

SILVER

CITY

BESSEMER

IRONWOOD

WAKEFIELD

GREEN BAY

GWINN

HERMANSVILLE

MENOMINEE

IRON MOUNTAIN

VULCAN

CASPIAN

TROUT

WATERSMEET

CREEK

CROSSING

MASS

CITY

BRUCE

ONTONAGON

ROCKLAND BARAGA

ARNHEIM

CRYSTAL

FALLS

ISHPEMING

MICHIGAMME

L'ANSE

AURA SKANEE

MARQUETTE

NEGAUNEE

MANISTIQUE

ESCANABA

FAYETTE

GARDEN

MUNISING

CURTIS

CITY

GOULD

HARBOR

CALUMET

RIPLEYHOUGHTON

CHASSELL

HANCOCK

DELAWARE

LAKE

LINDEN

LAURIUM

EAGLE

HARBOR

COPPER

MACKINAC

ISLAND

IGNACE

INDIAN

RIVER

CHEBOYGAN

MACKINAW CITY

PELSTON

ONAWAY

GAYLORD

PETOSKEY

CHARLEVOIX

MANCELONA

KALKASKA

TRAVERSE

CITY

EMPIRE

ELBERTA

ARCADIA

MANISTEE

SCOTTVILLE

BALDWINLUDINGTON

SHELBY

BIG RAPIDS

MOUNT

PLEASANT

CADILLAC

GRAYLING

EAST

TAWAS

ROSCOMMON

LACHINE ALPENA

WOLVERINE

ATLANTA

ROGERS CITYALANSON

CROSS

VILLAGE

BOYNE CITY

BELLAIRE

JORDAN

EASTPORTNORTHPORT

LELAND

BUCKLEY

FIFE

LAKE

FRANKFORT

MESICK

MANTON

BEAR

LAKE

LILLEY

HESPERIA

WHITE

CLOUD

EVART

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MIDLAND

SAGINAW

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HARRISVILLE

CURRAN

MIO

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TAWAS CITY

WEST

BRANCH

STANDISH

GLADWIN

McBAIN

LAKE CITY

CLARE

CARO

TROUT LAKE

BREVORT

IRON RIVERBRULE

WASHBURN

POPLAR

ASHLAND

PORT WING BAYFIELD

ODARRAH

MELLEN

UPSON

HURLEY

GLIDDEN

PARK FALLS

CLAM LAKE

MERCER

PRESQUE

ISLE

LAND O'LAKES

EAGLE

RIVER

PHELPS

FLORENCE

NIAGRA

CRANDON

SUPERIOR

HAYWARD

MINONG

CABLE

SHELL LAKE

GRANTSBURG

BALSAM

LAKE BARRON

MENOMONIE

DURAND

ALMA

WHITEHALL

BLACK

RIVER

FALLS

SPARTA

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MONTELLO

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100 PORTAGE STREET

HOUGHTON, MI 49931

P (906) 482-4810 F (906) 482-9799

U.P. ENGINEERS &

ARCHITECTS, INC.

2906 N. STEPHENSON AVE, SUITE 2

IRON MOUNTAIN, MI 49801

P (906) 779-0937 F (906) 779-0947

424 S. PINE ST.

ISHPEMING, MI 49849

P (906) 485-1011 F (906) 485-1013

1701 DUNLAP AVE., SUITE 8

MARINETTE, WI 54143

P (715) 732-4188 F (715) 732-4189

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

P (906) 635-0511 F (906) 635-0612

WWW.UPEA.COM

MICHIGAN DEPT. OF VETERAN AND MILITARY AFFAIRS

FILE NO.:

FUNDING CODE:

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

FACILITIES AND BUSINESS SERVICES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ADAM P. LACH, RA, DIRECTOR

511/22033.JBB

-2

M1 2-0

R D

A R

M O

R Y

DMVA PROJECT NO. 26B7023008

401 SOUTH CARPENTER AVE.

KINGSFORD, MI 49802

RENOVATE KINGSFORD ARMORY

A S J

NUMBER SHEET NAME

G001 COVER SHEET

G002 CODE INFORMATION

G003 EGRESS PLANS

G004 EGRESS PLANS

S001 STRUCTURAL NOTES

S101 PROPOSED BASEMENT AND FIRST FLOOR STRUCTURAL PLANS

S102 PROPOSED SECOND FLOOR AND ROOF STRUCTURAL PLANS

S301 STRUCTURAL SECTIONS

S501 STRUCTURAL DETAILS

S502 STRUCTURAL DETAILS

S503 STRUCTURAL DETAILS

A001 ARCHITECTURAL STANDARDS

AD101 BASEMENT EXISTING PLAN

AD102 FIRST FLOOR EXISTING PLAN

AD103 SECOND FLOOR EXISTING PLAN

AD104 BASEMENT ABATEMENT PLAN

AD105 FIRST FLOOR ABATEMENT PLAN

AD106 SECOND FLOOR ABATEMENT PLAN

A101 BASEMENT PROPOSED PLAN

A102 FIRST FLOOR PROPOSED PLAN

A103 SECOND FLOOR PROPOSED PLAN

A104 PROPOSED ROOF PLAN

A105 BASEMENT REFLECTED CEILING PLAN

A106 FIRST FLOOR REFLECTED CEILING PLAN

A107 SECOND FLOOR REFLECTED CEILING PLAN

A301 ARCHITECTURAL SECTIONS

A302 ARCHITECTURAL SECTIONS

A401 ENLARGED PLANS AND INTERIOR ELEVATIONS - BASEMENT

A402 ENLARGED PLANS AND INTERIOR ELEVATIONS - FIRST FLOOR

A403 ENLARGED PLANS AND INTERIOR ELEVATIONS - SECOND FLOOR

A501 ARCHITECTURAL DETAILS

A502 ARCHITECTURAL DETAILS

A601 ROOM SCHEDULE AND DETAILS

A602 DOOR,WINDOW, AND BORROWED LITE SCHEDULES AND DETAILS

A603 ROOM SIGNAGE PLANS

A604 ROOM SIGNAGE PLANS

A605 ROOM SIGNAGE PLANS

K101 PROPOSED KITCHEN PLAN

K501 KITCHEN EQUIPMENT DETAILS

MP001 MECHANICAL AND PLUMBING ABBREVIATIONS AND SYMBOLS

PD100 UNDERSLAB EXISTING PLUMBING PLAN

PD101 BASEMENT EXISTING PLUMBING PLAN

PD102 FIRST FLOOR EXISTING PLUMBING PLAN

PD103 SECOND FLOOR EXISTING PLUMBING PLAN

P100 UNDERSLAB PROPOSED PLUMBING PLAN

P101 BASEMENT PROPOSED PLUMBING PLAN

P102 FIRST FLOOR PROPOSED PLUMBING PLAN

P103 SECOND FLOOR PROPOSED PLUMBING PLAN

P104 ROOF PROPOSED PLUMBING PLAN

PROJECT LOCATION

NUMBER SHEET NAME

P401 ENLARGED PLUMBING PLANS

P501 PLUMBING DETAILS

P601 PLUMBING SCHEDULES

MD101 BASEMENT EXISTING MECHANICAL PLAN

MD102 FIRST FLOOR EXISTING MECHANICAL PLAN

MD103 SECOND FLOOR EXISTING MECHANICAL PLAN

M101 BASEMENT PROPOSED MECHANICAL PLAN

M102 FIRST FLOOR PROPOSED MECHANICAL PLAN

M103 SECOND FLOOR PROPOSED MECHANICAL PLAN

M104 ROOF PROPOSED MECHANICAL PLAN

M501 MECHANICAL DETAILS

M502 MECHANICAL DETAILS

M503 CONTROL DRAWINGS

M504 CONTROL DRAWINGS

M601 MECHANICAL SCHEDULES

M602 MECHANICAL SCHEDULES

M603 MECHANICAL SCHEDULES

M604 KITCHEN HOOD DATA

M605 KITCHEN EXHAUST FAN DATA

M606 KITCHEN MAKE UP AIR UNIT DATA

M607 KITCHEN HOOD FIRE PROTECTION DATA

M608 KITCHEN HOOD CONTROL DATA

E001 ELECTRICAL ABBREVIATIONS AND SYMBOLS

ED101 BASEMENT EXISTING POWER PLAN

ED102 FIRST FLOOR EXISTING POWER PLAN

ED103 SECOND FLOOR EXISTING POWER PLAN

ED201 BASEMENT EXISTING LIGHTING PLAN

ED202 FIRST FLOOR EXISTING LIGHTING PLAN

ED203 SECOND FLOOR EXISTING LIGHTING PLAN

E101 BASEMENT PROPOSED POWER PLAN

E102 FIRST FLOOR PROPOSED POWER PLAN

E103 SECOND FLOOR PROPOSED POWER PLAN

E104 ROOF-TOP PROPOSED POWER PLAN

E201 BASEMENT PROPOSED LIGHTING PLAN

E202 FIRST FLOOR PROPOSED LIGHTING PLAN

E203 SECOND FLOOR PROPOSED LIGHTING PLAN

E301 BASEMENT PROPOSED FIRE ALARM PLAN

E302 FIRST FLOOR PROPOSED FIRE ALARM PLAN

E303 SECOND FLOOR PROPOSED FIRE ALARM PLAN

E304 ROOF-TOP PROPOSED FIRE ALARM PLAN

E401 ENLARGED KITCHEN PROPOSED POWER PLAN

E501 ELECTRICAL DETAILS

E502 ELECTRICAL DETAILS

E503 ELECTRICAL DETAILS

E504 ELECTRICAL DETAILS

E505 FIRE ALARM DETAILS

E506 FIRE ALARM DIAGRAM

E601 ELECTRICAL SCHEDULES

E602 ELECTRICAL SCHEDULES

E603 ELECTRICAL SCHEDULES

E604 ELECTRICAL SCHEDULES

E701 BASEMENT LIGHTING CALCULATIONS

E702 FIRST FLOOR LIGHTING CALCULATIONS

E703 SECOND FLOOR LIGHTING CALCULATIONS

SHEET INDEX

I HEREBY CERTIFY THAT

I AM RESPOSIBILE FOR

THE STRUCTURAL

DRAWINGS

I HEREBY CERTIFY THAT

I AM RESPOSIBILE FOR

THE ARCHITECTURAL

DRAWINGS

I HEREBY CERTIFY THAT

I AM RESPOSIBILE FOR

THE ELECTRICAL

DRAWINGS

I HEREBY CERTIFY THAT

I AM RESPOSIBILE FOR

THE

MECHANICAL/PLUMBING

DRAWINGS

CODE INFORMATION

PROJECT NAME:

AUTHORITY HAVING

JURISDICTION (AHJ):

GOVERNING CODE: •

KINGSFORD ARMORY RENOVATIONS, KINGSFORD MICHIGAN

STATE OF MICHIGAN

2021 MICHIGAN BUILDING CODE (2021 IBC AMENDED)

2021 MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS (2021 IEBC AMENDED)

2021 MICHIGAN MECHANICAL CODE (2021 IMC AMENDED)

2023 MICHIGAN ELECTRICAL CODE (2023 NFPA 70 AMENDED)

2021 MICHIGAN ENERGY CODE (2021 IECC AMENDED)

2021 MICHIGAN PLUMBING CODE (2021 IPC AMENDED)

CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF

THE GOVERNING CODES AND ALL APPLICABLE REFERENCES TO

OTHER CODES AND STANDARDS. THE MORE RESTRICTIVE PROVISION

SHALL GOVERN WHERE APPLICABLE CODE REQUIREMENTS DIFFER.

THIS IS NOT A COMPLETE OR COMPREHENSIVE LIST OF ALL CODE

REQUIREMENTS FOR THE SCOPE OF WORK. THE FOLLOWING IS ONLY

A SUMMERY OF SELECT CODE SECTIONS CONSIDERED RELEVANT TO

GUIDE THE DESIGN OF THE PROJECT.

CHAPTER REFERENCE APPLICATION / REQUIREMENT SUPPORT / NOTES / CALCULATIONS

IEBC Chapter 9 Level 3 Alteration

Greater than 50% of building area Per Section 604.1General Section 901

The minimum width of stairways shall not be less than 44 inches. Per Section 1011.2Stairways Section 1011

IBC Chapter 3 Use and Occupancy Classification

Armory - Office and Educational areas Per 304.1Business - Group B Section 304

IBC Chapter 5 General Building Heights and Areas

Type II-B, Per Chapter 6 Per Tables 504.3 & 504.4 based on non-sprinklered, non-separated building. Basement is not considered a story above grade plane based on Section 202 definition.

Building Height and Number of Stories Section 504

OCC ALLOWABLE ACTUAL

B,S-1 2 Story / 55' 2 Story / 31'

IBC Chapter 6 Types of Construction

Fire Resistance Rating for Building Elements Table 601

BUILDING ELEMENT Per Table 601Type II-B

All elements No Rating

Building Area Section 506 OCC ALLOWABLE ACTUAL

Per Table 506.2 based on area for non-sprinklered building and Section 506.2.1:

Allowable area = 17,500 x 2 = 35,000 sf Actual number of stories is 2. Basement is not a story: 17,500 sf for basementB,S-1 35,000 sf 29,285 sf

Type II-B, Per Chapter 6 (Main Building)

Required to be installed in accordance with

NFPA 10.

Per Section 906.1.IBC Chapter 9 Fire Protection Systems

Portable Fire Extinguishers Section 906

200' REF PLANS

OCC ALLOWABLE ACTUAL

Armory - Equipment and guns and ammunition for military storage

Per 311.3Storage - Group S-1 Section 311

Function of Space Applicable Area IBC Chapter 10 Means of Egress

Occupant Load Section 1004 Load Factor Occupant Load Per Table 1004.1.2. No single assembly space has over 50 occupants or is greater than 750 SF. Values only include renovation areas. Entire builidng is not taken into consideration.

Offices 8,010 sf150 Gross 57

Total Building (excluding non-work areas) 19,865 sf 227

Storage Exercise Rooms

Small Assembly (B) Sitting

300 Gross

50 Gross

15 Net

4,638 sf

1,097 sf

2,852 sf 191

Commercial Kitchen 200 Gross 1,223 sf 7

Number of Exits Section 1006

Occupancy Max Common Path of Egress TravelMax Occ Load of Space

B 49 75' S-1 29 100'

Per Table 1006.2.1

Two exits required for spaces where values exceed those listed in the table above.

Per Table 1006.2.1

Handrails shall be continuous to a wall or the walking surface shall be continuous to the handrail of the adjacent flight of stairs. Where handrails are not continuous between flights, the handrails shall extend not less than 12 inches beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser.

Per Section 1014.6Handrails Section 1014

Exit Access Travel Distance Section 1017

S-1 REF PLANS200'

Per Table 1017.2 based on non-sprinklered building.

Per Section 1019.3; Exception 1. Stairways that only connect 2 stories are not required to be enclosed.

Exit Access Stairways and Ramps Section 1019

Exit access stairways in addition are not required to comply with this section based on condition 1: Exit access stairways that serve only two stories. Such stairs shall not be open to other stories.

General Section 1101

Buildings and facilities shall be designed and constructed to be accessible in accordance with 1966 PA 1, MCL 125.1351 to 125.1356, this code, and ICC/ANSI A 117.1, except Sections 611 and 707.

Per Section 1101.1 Applies to areas for public use and not military only.

IBC Chapter 11 Accessibility

Scoping Requirements Section 1103

Housing, bathing, toilet, training, and storage areas intended for use and occupancy exclusively by military, fire service, police, or security personnel required to be physically agile are not required to be accessible.

Per Section 1103.2.15 Applies to areas not for public use and military only.

Locker Rooms 50 Gross 1,319 sf 27

SIM (Owner Provided Occ. Load) N/A 726 sf 6

Type II-B, Per Chapter 6 (Basement)

OCC ALLOWABLE ACTUAL

B,S-1 17,500 sf 5,723 sf

IPC Chapter 4 Plumbing Fixtures

Minimum Plumbing Fixtures Section 403

Note: Existing Drill Hall occupants included in toilet fixture numbers below.

1293 SF / 5 = 647 occupants

Total occupants for fixtures: 647/2 (Drill Hall) = 324 Each M/F; 210/2 = 105 M/F;

17 M/F = 9 Existing garage outside of scope of work, not in toilet calculations.

Male Required Fixtures A-3 (Existing Drill Hall)

Female Required Fixtures A-3 (Existing Drill Hall)

Fixture Type Lavatory Water Closet Drinking Fountain Service Sink

Male Required Fixtures B (see above)

Female Required Fixtures B (see above)

Male Required Fixtures S-1 (see above)

Female Required Fixtures S-1 (see above)

1 1

Male Non-cumulative total, all spaces occupied by same occupants

3 4

Female Non-cumulative total, all spaces occupied by same occupants 3 5

1 1

Male provided total (includes Family and Unisex per 403.1.2 - count towards both) Female provided total (includes Family and Unisex per 403.1.2 - count towards both)

9 10 (2 urinals)

9 10 2 2

P L U R I B

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UP DN

COMM

B005

OFFICE

B002

SUPPLY

B003NBC

B004

VAULT

B006

N B0

PLATOON

B009

SIM

B010

PASSAGE

B011

R A

G E

STORAGE

B014

U N

PUMP

ROOM

B015

CLASSROOM

B016

CLASSROOM

B017

BOILER

B018

A G

E B0

A G

E B0

G E

A G

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NEW

VAULT

B006A

VAULT

ENTRY

B023

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B BUSINESS OCCUPANCY

NON-SEPARATED

TOTAL OCCUPANTS

(CLASSROOM, ASSEMBLY

CALC): 124

B BUSINESS OCCUPANCY

NON-SEPARATED

TOTAL OCCUPANTS (PER

OWNER): 6

B BUSINESS OCCUPANCY

NON-SEPARATED

TOTAL OCCUPANTS: 2

S-1 STORAGE OCCUPANCY

NON-SEPARATED

TOTAL OCCUPANTS: 11

EGRESS PATH:

43' - 3"

EGRESS PATH:

44' - 2"

EGRESS PATH:

33' - 5"

EGRESS PATH:

31' - 2"

EGRESS PATH:

32' - 5"

EGRESS PATH:

33' - 11"

EGRESS PATH:

59' - 8"

EGRESS PATH:

54' - 1"

EGRESS PATH:

64' - 1"

EXISTING FIRE

SEPARATION TO REMAIN

EXISTING FIRE

SEPARATION TO REMAIN

UTILITY

C & T

STORAGE

102A

KITCHEN

PASSAGE

FAMILY

LACTATION

KITCHEN

STOR

ADMIN

7 TR

LOBBY

BREAK

RECRUITING

WOMEN'S

TOILET

MEN'S

TOILET

MEN'S

LOCKER

WOMEN'S

LOCKER

PHYSICAL

TRAINING

DRILL

HALL

MAINT

102B

EXTG

MAINT

101A

B BUSINESS OCCUPANCY

NON-SEPARATED

TOTAL OCCUPANTS: 14

B BUSINESS OCCUPANCY

NON-SEPARATED

TOTAL OCCUPANTS

(COMMERCIAL KITCHEN): 7

B BUSINESS OCCUPANCY

NON-SEPARATED

TOTAL OCCUPANTS

(LOCKER ROOM): 27

S-1 STORAGE OCCUPANCY

NON-SEPARATED

TOTAL OCCUPANTS: 2

G B

(N O

W O

R K

EGRESS PATH:

124' - 0"

EGRESS PATH:

107' - 6"

EGRESS PATH:

119' - 0"

EGRESS PATH:

30' - 11"

EGRESS PATH:

91' - 11"

EGRESS PATH:

77' - 0"

EGRESS PATH:

73' - 10"

EGRESS PATH:

40' - 4"

EGRESS PATH:

42' - 5" EGRESS PATH:

45' - 0" EGRESS PATH:

49' - 5"

EGRESS PATH:

53' - 11"

EGRESS PATH:

41' - 8"

B BUSINESS OCCUPANCY

NON-SEPARATED

TOTAL OCCUPANTS

(EXERCISE ROOM): 22

EGRESS PATH:

122' - 3"

EGRESS PATH:

98' - 0"

FIRE EXTINGUISHER

DISTANCE: 16' - 5"

FIRE EXTINGUISHER

DISTANCE: 20' - 6"

LEGEND

B OCCUPANCY (NON-SEPARATED)

S-1 OCCUPANCY (NON-SEPARATED)

EGRESS DOOR

EGRESS PATH

OCCUPANT LOAD SPECIAL CASE, REF PLANS

EXISTING, NO OCCUPANCY CHANGES

FIRE EXTINGUISHER DISTANCE

PROPOSED FIRE EXTINGUISHER - CONTRACTOR

SHALL PROVIDE AND INSTALL

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1/8" = 1'-0"1 BASEMENT EGRESS PLAN 1/8" = 1'-0"2 FIRST FLOOR EGRESS PLAN

1ST SGT

201 CMDR

ADMIN

UNISEX

PASSAGE

ADMIN

1ST SGT

READINESS

211FAMILY

OFFICE

COUNSEL

O O

PES

PASSAGE

EGRESS PATH:

44' - 11"

EGRESS PATH:

47' - 4"

EGRESS PATH:

40' - 9"

EGRESS PATH:

45' - 11"

EGRESS PATH:

26' - 3"

EGRESS PATH:

57' - 9"

EGRESS PATH:

22' - 3"

EGRESS PATH:

20' - 6"

S-1 STORAGE OCCUPANCY

NON-SEPARATED

TOTAL OCCUPANTS: 4

EGRESS PATH:

32' - 8"

B BUSINESS OCCUPANCY

NON-SEPARATED

TOTAL OCCUPANTS: 38

EGRESS PATH:

21' - 6"

(ENDS @ BOTTOM OF

STAIRS BELOW)

B BUSINESS OCCUPANCY

NON-SEPARATED

TOTAL OCCUPANTS

(CLASSROOM, ASSEMBLY

CALC): 67

EXISTING BUILIDNG

(NO WORK)

(OPEN TO BELOW)

EXISTING FIRE

SEPARATION TO

REMAIN

LEGEND

B OCCUPANCY (NON-SEPARATED)

S-1 OCCUPANCY (NON-SEPARATED)

EGRESS DOOR

EGRESS PATH

OCCUPANT LOAD SPECIAL CASE, REF PLANS

EXISTING, NO OCCUPANCY CHANGES

FIRE EXTINGUISHER DISTANCE

PROPOSED FIRE EXTINGUISHER - CONTRACTOR

SHALL PROVIDE AND INSTALL

P L U R I B

U E

S U

N U M

C I

R C

U M

S P

I C

S I

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E R E I S

P E N I N S U L A M

A M

N A M

A N

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M1 2-0

R D

A R

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A S

1/8" = 1'-0"1 SECOND FLOOR EGRESS PLAN N

1. ALL FOOTINGS HAVE BEEN SIZED BASED ON AN ALLOWABLE BEARING CAPACITY OF

2,000 POUNDS PER SQUARE FOOT (psf). CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFYING AND PROVIDING 2,000 psf BEARING CAPACITY AT THE

PREPARED SITE FOR ALL FOOTINGS AND SLABS WITH 1" OR LESS DIFFERENTIAL

SETTLEMENTS. (OVERALL SETTLEMENT COULD BE APPROXIMATELY 2") CONCRETE

SHALL NOT BE PLACED IN WATER OR ON FROZEN GROUND.

2. THE CONCRETE FLOOR SLAB SHALL BE CUT WITH AT 1/4" WIDE x 11/2" DEEP SAWCUT PER

PLAN. IF A PLAN IS NOT PROVIDED, CONTRACTOR SHALL SUBMIT A SAW-CUTTING PLAN

TO THE ENGINEER/ARCHITECT FOR APPROVAL. ALL SAWCUT JOINTS SHALL BE FILLED

SEALANT PER SPECIFICATIONS. ALL FLOOR SLAB CUTTING SHALL BE PERFORMED

IMMEDIATELY AFTER PLACEMENT OF CONCRETE AND WHEN CONCRETE CAN SUPPORT

LABORER AND SAWCUTTING DEVICE. SAWCUTTING SHALL OCCUR WITHIN 24 HOURS

AFTER PLACEMENT AND SHALL PROVIDE ENOUGH SAWCUTTING SUCH THAT NO OTHER

SLAB CRACKING WILL OCCUR. SAWCUT JOINTS TO BE STRAIGHT AND TRUE.

3. PROVIDE 6-MIL VAPOR BARRIER UNDER ALL INTERIOR CONCRETE SLABS.

4. CONCRETE FOR THIS PROJECT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE

STRENGTH ACCORDING TO THE FOLLOWING:

A. FOOTINGS: 4,000 psi B. WALLS, COLUMNS, STRUCTURAL CONCRETE: 4,000 psi C. INTERIOR SLABS ON GRADE AND THICKENED EDGE: 4,000 psi D. EXTERIOR SLABS ON GRADE: 4,000 psi

5. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615, GRADE 60 (Fy= 60,000 psi). ALL WELDED WIRE MESH (WWM) SHALL BE IN ACCORDANCE WITH ASTM.

FOUNDATIONS AND FOOTINGS:

6. ALL REINFORCING STEEL LAP SPLICES, NOT OTHERWISE SHOWN ON

THE CONSTRUCTION PLANS SHALL BE AS FOLLOWS:

A. #4's - 18" B. #5's - 24" C. #6's - 36" D. #8's - 48"

7. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF

THE SPECIFICATIONS, THE LATEST EDITION OF THE ACI 318, BUILDING

CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 4301,

SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. IN

CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALL

GOVERN.

8. CONTRACTOR SHALL PROVIDE CORNER BARS OF EQUAL OR GREATER

SIZE TO HORIZONTAL WALL REINFORCEMENT AT ALL CORNERS AND

INTERSECTIONS OF CONCRETE FOUNDATIONS.

1. ALL FOUNDATION BACKFILL MATERIAL SHALL BE MDOT CLASS I GRANULAR FILL

COMPACTED 95% MAXIMUM DENSITY. ALL DENSITIES SHALL BE DETERMINED BY THE

MODIFIED PROCTOR METHOD.

2. ALL BASE MATERIAL UNDER SLABS AND SIDEWALKS SHALL BE MDOT CLASS II

GRANULAR FILL COMPACTED 95% MAXIMUM DENSITY WITH A MINIMUM THICKNESS OF

SIX (6) INCHES UNLESS SPECIFIED OTHERWISE ON THE CONSTRUCTION PLANS AND

"FOUNDATIONS NOTE 1."

3. ALL FOOTINGS SHALL BE PLACED ON NATURAL, UNDISTURBED SOILS, UNLESS SITE

CONDITIONS PROHIBIT. FOOTINGS REQUIRING BASE FILL MATERIAL SHALL BE

BACKFILLED WITH MDOT CLASS II GRANULAR FILL COMPACTED 98% MAXIMUM

DENSITY.

4. THE SOIL BORING LOGS PRESENTED ON THE PLAN SHEETS REPRESENT POINT

INFORMATION ONLY. PRESENTATION OF THIS INFORMATION IN NO WAY INFERS

THAT THE SUBSURFACE CONDITIONS ARE THE SAME AT LOCATIONS OTHER THAN AT

THE EXACT LOCATION OF THE BORING.

5. ANY SUBSURFACE CONDITIONS OR EXISTING FOUNDATIONS ENCOUNTERED

THAT ARE NOT REPRESENTED ON THE PLANS OR IN THE SPECIFICATIONS SHALL BE

BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER FOR INSPECTION AND/OR

ALTERNATE FOUNDATION/FOOTING DESIGN.

SOILS:

1. CONCRETE MASONRY SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THE

NATIONAL CONCRETE MASONRY ASSOCIATION, PORTLAND CEMENT ASSOCIATION AND

THE AMERICAN CONCRETE INSTITUTE CODES.

2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT CONFORMING TO ASTM C90:

HOLLOW LOAD BEARING, GRADE N, TYPE II, WITH A MINIMUM COMPRESSIVE STRENGTH

OF 2,000 psi (NET AREA).

3. FACE BRICK SHALL CONFORM TO ASTM C216, TYPE FBS, GRADE SW.

4. MORTAR SHALL CONFORM TO ASTM C270, TYPES S, WITH A MINIMUM COMPRESSIVE

STRENGTH OF 2,000 psi AT 28 DAYS. (PROPORTION SPECIFICATIONS).

5. GROUT SHALL CONFORM TO ASTM C476, FINE OR COARSE TYPE AS APPROPRIATE,

WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,000 psi AT 28 DAYS. LOW LIFT

GROUTING SHALL BE USED IN HEIGHTS OF LESS THAN FOUR FEET.

6. HORIZONTAL AND VERTICAL REINFORCING SHALL COMPLY WITH THE ABOVE CODES

AND BE OF TYPE, SIZE AND SPACING INDICATED ON THE DRAWINGS. DEFORMED BARS

SHALL COMPLY WITH ASTM A615, GRADE 60; COLD-DRAWN STEEL WIRE SHALL

CONFORM TO ASTM A82, AND DEFORMED STEEL WIRE SHALL CONFORM TO ASTM A496.

LAP JOINT REINFORCING 12" MIN.

7. CONCRETE MASONRY DESIGN PER ACE 530.1 SHALL BE PER THE UNIT STRENGTH

METHOD WITH f`m=2,000 psi.

8. A DESIGN MIX FOR THE MORTAR AND GROUT SHALL BE SUBMITTED BY THE

CONTRACTOR TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION, IN

ACCORDANCE WITH THE APPROPRIATE ASTM SPECIFICATIONS AND SHALL INCLUDE

ACTUAL 28 DAY COMPRESSIVE STRENGTH TESTS.

9. TEST DATA ON THE PROPOSED MASONRY UNITS SHALL BE SUBMITTED BY THE

CONTRACTOR TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. TEST

RESULTS SHALL BE IN ACCORDANCE WITH THE APPROPRIATE ASTM SPECIFICATIONS

AND INCLUDE ACTUAL COMPRESSIVE STRENGTH, ABSORPTION, WEIGHT, MOISTURE

CONTENT, AND DIMENSIONS.

10. NORMAL MASONRY CONSTRUCTION WEATHER CONDITIONS ASSUME THE AIR

TEMPERATURE TO BE BETWEEN 40 AND 90 DEGREES FAHRENHEIT WITH MINIMUM WIND

AND RAIN, PLUS AVERAGE RELATIVE HUMIDITY. IF CONDITIONS OTHER THAN

THESE OCCUR, THE CONTRACTOR SHALL MODIFY CONSTRUCTION PROCEDURES IN

ACCORDANCE WITH SOUND CONSTRUCTION PRACTICES AND THE ABOVE NOTED

CODES.

11. EXTERIOR WALLS SHALL BE CONSTRUCTED IN A WEATHERTIGHT MANNER WITH ALL

NECESSARY FLASHING AND WEEPS.

MASONRY:

1. ALL STRUCTURAL STEEL SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST

ISSUE OF THE AMERICAN INSTITUTE OF STEEL CONSTUCTION (AISC) SPECIFICATIONS

FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS.

2. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A992, Fy = 50 ksi, EXCEPT FOR ANGLES, CHANNELS AND PLATE, WHICH SHALL CONFORM TO ASTM A 36, Fy = 36 ksi.

3. ALL HOLLOW SECTIONS (HSS) SHALL CONFORM TO ASTM A500, Fy = 46 ksi.

4. ALL COLUMN ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GR. 36, UNLESS

OTHERWISE NOTED.

5. ANCHOR BOLTS AND BASE PLATES SHALL BE LOCATED AND BUILT INTO CONNECTING

WORK, PRESET BY TEMPLATES OR SIMILAR METHODS. GALVANIZED BOLTS IN

ACCORDANCE WITH ASTM A123 OR ASTM A153 AFTER FABRICATION IF SO LABELED.

6. SHOP AND FIELD CONNECTIONS, UNLESS OTHERWISE NOTED, SHALL BE MADE BY

WELDING OR HIGH STRENGTH BOLTING. BOLTED CONNECTIONS SHALL CONFORM TO

ASTM A325-X USING LOAD INDICATOR WASHERS (LIW) OR LOAD INDICATOR BOLTS (LIB).

UNLESS OTHERWISE NOTED, BEAM CONNECTIONS SHALL PROVIDE SHEAR CAPACITY TO

SUPPORT A REACTION R EQUAL TO HALF THE SHEAR CAPACITY OF THE BEAM. USE 3/4" Ø

BOLTS, E70XX 1/4" WELD, AND 5/16" ANGLE THICKNESS.

7. WELDED CONNECTIONS SHALL CONFORM TO THE AWS STRUCTURAL WELDING CODE.

ALL WELDING SHALL HAVE A MINIMUM TENSILE STRENGTH OF 70 ksi (E70 ELECTRODE)

USING THE SHIELDED METAL ARC WELDING PROCESS (SMAW) AND IN ACCORDANCE

WITH AWS SPECIFICATIONS. ANY OTHER SIZE OF ELECTRODE OR ANY OTHER TYPE OF

WELDING PROCESS MUST BE APPROVED BY THE ENGINEER PRIOR TO USE.

STRUCTURAL STEEL:

1. ALL STEEL BAR JOISTS SHALL BE MANUFACTURED IN ACCORDANCE WITH THE

LATEST EDITION STANDARD SPECIFICATION FOR STEEL JOISTS AND JOIST GIRDERS

PUBLISHED BY THE STEEL JOIST INSTITUTE.

2. CONTRACTOR SHALL PROVIDE ALL REQUIRED TEMPORARY AND PERMANENT

LATERAL BRACING AND BRIDGING ACCORDING TO JOIST MANUFACTURERS

SPECIFICATIONS AND OSHA REQUIREMENTS.

3. MINIMUM BEARING SHALL BE 6" ON MASONRY OR 4" ON STEEL U.N.O. PLACE

BEARING PADS OVER CENTERLINE OF STEEL BEAM OR WALL U.N.O.

4. ALL STEEL DECK SHALL BE 20 GA, 1.5" WR/B, C60 GALVANIZED, 1-1/2" METAL DECK,

USE 36/5 FASTENER PATTERN AND #10 SCREWS @ 12" O.C. FOR SIDE LAPS. FOR 3"

ACOUSTIC DECK, USE 24/4 FASTENER PATTERN AND #10 SCREWS @ 12" O.C. FOR

SIDE LAPS.

5. ACOUSTIC DECK SHALL BE PROVIDED WHERE NOTED. INCLUDE FIBERGLASS

INSULATION IN FLUTES.

BAR JOIST/METAL DECKING:

1. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS. AND

SPECIFICATIONS. SHOULD CONFLICTS OCCUR BETWEEN THE DRAWINGS AND/OR THE

GENERAL STRUCTURAL NOTES, THE STRICTEST PROVISION SHALL GOVERN.

2. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE

FINISHED, SELF SUPPORTING, STABLE STRUCTURE UNLESS OTHERWISE INDICATED.

THEY DO NOT INDICATE THE MEANS OR METHOD OF CONSTRUCTION. IT IS THE

CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND

CONSTRUCTION SEQUENCE AND PROVIDE ALL MEASURES NECESSARY TO ENSURE THE

STABILITY AND SAFETY OF THE STRUCTURE AND ITS COMPONENTS THIS SHALL

INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION

EQUIPMENT, SHORING FOR THE BUILDING, SHORING FOR EARTH BANKS FORMS,

SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT AND BRACING FOR CRANES AND

GIN POLES, ETC.

3. THE GOVERNING BUILDING CODE IS THE MICHIGAN BUILDING CODE 2021.

4. SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC. SHALL BE

REVIEWED BY THE ARCHITECT/ENGINEER FOR CONFORMANCE WITH DESIGN INTENT

ONLY.

5. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL RELEVANT DIMENSIONS AND

ELEVATIONS FOR EQUIPMENT INSTALLATIONS AGAINST APPROVED MANUFACTURERS

CERTIFIED EQUIPMENT DRAWINGS.

6. MECHANICAL FRAMING LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TO

MECHANICAL REQUIREMENTS ARE SHOWN FOR BIDDING PURPOSES ONLY.

CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND OTHER TRADES TO VERIFY

EQUIPMENT SIZE AND LOCATIONS. ANY CHANGES IN EQUIPMENT SHALL BE BROUGHT

TO THE ATTENTION OF THE ENGINEER OR RECORD.

7. UNLESS NOTED OTHERWISE, REQUIREMENTS GIVEN FOR ONE OR MORE LOCATIONS

ALSO APPLY AT OTHER LOCATIONS AT WHICH CONDITIONS ARE SIMILAR. THE

REQUIREMENTS GIVEN SHALL BE ADAPTED TO CONDITIONS AT SUCH OTHER

LOCATIONS.

8. DO NOT SCALE THE DRAWINGS TO DETERMINE BUILDING DIMENSIONS.

9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS

AND ELEVATIONS SHOWN ON THE PLANS AND FOR COORDINATING ALL DIMENSIONS

AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS WITH THOSE SHOWN ON

THE ARCHITECTURAL AND MECHANICAL DRAWINGS. IF DISCREPANCIES IN THE

DIMENSIONS OCCUR, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO BRING THE

DISCREPANCY TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE

WORK.

10. CONTRACTOR SHALL NOT MIX GALVANIZED AND STAINLESS STEEL. ANY METAL PARTS

IN CONTACT WITH OTHER METAL PARTS SHALL BE OF A SIMILAR MATERIAL.

GENERAL STRUCTURAL NOTES:

SPECIAL INSPECTIONS AND TESTS:

SPECIAL INSPECTION REQUIREMENTS

SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE 2021 MICHIGAN BUILDING CODE (MBC) CHAPTER 17 AND THESE NOTES.

DESIGNATIONS:

SI INSPECTION FIRM OR SPECIAL INSPECTOR QUALIFIED WITH DEMONSTRATED COMPENTANCE DOCUMENTED BY CERTIFICATIONS FROM RECOGNIZED AGENCIES SUCH

AS AWS, ACI, INTERNATIONAL CODE COUNCIL (ICC), OR MASORY INSTITUTE

TA TESTING AGENCY

GE GEOTECHNICAL ENGINEER (UPEA FOR NEW CONSTRUCTION ONLY)

THE SI SHALL COMPILE AND SUBMIT ALL INSPECTION RECORDS TO THE ARCHITECT / ENGINEER AND BUILDING OFFICIAL. RECORDS SHALL INCLUDE STATEMENTS OF TESTS, ANY DISCREPANCIES FROM THE CONTRACT DOCUMENTS, RE-TESTS AND ANY WORK THAT DOES NOT MEET THE CONTRACT / CODE REQUIREMENTS.

THE SI SHALL PROVIDE A DAILY REPORT OF ANY DISCREPANCIES FROM THE CONTRACT DOCUMENTS FOUND ON THE SAME DAY OF THE INSPECTION TO THE ENGINEER OF RECORD.

FORMAL REPORTS OF COMPLIANCE CAN FOLLOW BY A MAXIMUM OF 2 WEEKS. SI SHALL PROVIDE AND SIGN FINAL REPORT WITH A SUMMARY OF ALL TESTS PERFORMED AND RESULTS TO THE ARCHITECT / ENGINEER OF RECORD AND THE BUILDING OFFICIAL, IN ACCORDANCE WITH SECTION 1704.2.4.

THE OWNER SHALL BE ENGAGED IN INSPECTIONS IN COMPLIANCE WITH THE MICHIGAN BUILDING CODE.

PERFORM INSPECTIONS PER THE FOLLOWING TABLES.

CONCRETE CONSTRUCTION

INSPECTION TASK

INSPECTION TYPE

CONTINUOUS PERIODIC

REFERENCE

STANDARD

MBC

REFERENCE

RESPONSIBLE

AGENT

1. INSPECT REINFORCEMENT AND VERIFY

PLACEMENT.

2. INSPECT FORMWORK FOR SHAPE, LOCATIONS, AND

DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.

3. INSPECT FORMWORK FOR PROPER PREPARATION AND

CLEANLINESS PRIOR TO CONCRETE PLACEMENT.

4. INSPECT ANCHORS AND EMBEDMENTS CAST IN CONCRETE.

5. VERIFY USE OF REQUIRED DESIGN MIX.

6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS

FOR STRENGTH TESTS, PERFORM SLUMP AND AIR

CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF

THE CONCRETE.

7. INSPECT CONCRETE PLACEMENT FOR PROPER PLACEMENT

TECHNIQUES.

8. VERIFY MAINTENANCE OF SPECIFIED CURING

TEMPERATURE AND TECHNIQUES.

9. INSPECT ANCHORS POST-INSTALLED IN HARDENED

MEMBERS.

A. AHDESIVE ANCHORS INSTALLED HORIZONTALLY OR

UPWARDLY INCLINED ORIENTATIONS TO RESIST TENSION

LOADS.

B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT

DEFINED IN 9 A.

STEEL CONSTRUCTION

INSPECTION TASK

INSPECTION TYPE

CONTINUOUS PERIODIC

REFERENCE

STANDARD

MBC

REFERENCE

RESPONSIBLE

AGENT

1. FIELD VERIFICATION OF FRAMING MEMBERS.

2. MANUFACTURER'S CERTIFIED TEST REPORTS.

3. VISUAL INSPECTION OF FIELD WELDING.

4. VISUAL INSPECTION OF BOLTING.

5. TORQUE TESTING OF STRUCTURAL BOLTS.

SOIL AND FOUNDATIONS

INSPECTION TASK

INSPECTION TYPE

CONTINUOUS PERIODIC

REFERENCE

STANDARD

MBC

REFERENCE

RESPONSIBLE

AGENT

1. PERFORM CLASSIFICATION AND TESTING OF COMPACTED

FILL MATERIALS.

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH

AND HAVE REACHED PROPER MATERIAL.

3. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE

ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.

4. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT

SUBGRADE AND VERIFY THAT THE SITE HAS BEEN

PREPARED PROPERLY.

5. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT

THICKNESS DURING PLACEMENT AND COMPACTION OF

FILL.

ACI 318: CH 20, 25.2, 25.3,

26.6.1-26.6.3

ACI 318: 26.11.1.2(b)

ACI 318: 26.5.2

ACI 318: 17.8.2

ACI 318: CH 19, 26.4.3,

26.4.4

ASTM C172, ASTM C31,

ACI 318: 26.4, 26.12

ACI 318: 26.5

ACI 318: 26.5.3-26.5.5

ACI 318: 17.8.2.4

ACI 318: 17.8.2

SI / TA

AWS D1.3

AISC 30

1705.6

SI / GE / TA

SI / GE

SI / GE / TA

BUILDING LOADS

LIVE LOADS Floor Deflection Limits = L/360

LOAD TYPE

1. UNIFORM FLOOR LIVE LOAD

2. FLAT ROOF SNOW LOAD, Pf

ROOF SNOW LOADS Roof Deflection Limits = L/360

LOAD TYPE

1. GROUND SNOW LOAD, Pg

2. FLAT ROOF SNOW LOAD, Pf (NO REDUCTION ALLOWED)

3. UNBALANCED SNOW LOAD

500 psf 60 psf

4. LOAD TYPE ROOF DEAD LOAD

5. LOAD TYPE MECHANICAL / PLUMBING DL

60 psf 60 psf N / A 10 psf 20 psf

SNOW LOAD FACTORS

1. SNOW EXPOSURE FACTOR LOAD, Ce (NO REDUCTIONS ALLOWED)

2. SNOW LOAD IMPORTANCE FACTOR, Is

3. THERMAL FACTOR, Ct

4. SLOPED ROOF FACTOR X / X PITCH

1.0 1.0 1.1 1.0

VALUE

WIND LOADS Lateral Story Drift Limits = L/360

LOAD OR VARIABLE

1. ULTIMATE DESIGN WIND SPEED (3-SECOND GUST)

2. RISK CATEGORY

3. WIND EXPOSURE CATEGORY

4. MAIN WIND FORCE RESISTING SYSTEM (MAX ROOF UPLIFT)

115 MPH

C 15 psf

VALUE

5. MAIN WIND FORCE RESISTING SYSTEM (MAX WALL)

6. INTERNAL PRESSURE COEFFICIENT (ENCLOSED BUILDING)

25 psf ±0.18

EARTHQUAKE DESIGN DATA

LOAD VARIABLE

1. RISK CATEGORY

2. SEISMIC IMPORTANCE FACTOR, Ie

3. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, Ss

4. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, S1

5. SITE CLASS

6. SEISMIC DESIGN CATEGORY

1.0 0.045 0.017

VALUE

D A

7. BASIC SEISMIC FORCE RESISTING SYSTEM

8. SEISMIC RESPONSE COEFFICIENT(s), Cs

9. RESPONSE MODIFICATION COEFFICIENT(s), R

10. ANALYSIS PROCEDURE: MINIMUM LATERAL FORCE ANALYSIS

PROCEDURE, SECTION 1616.4

MASONRY SHEAR WALL

ASSUMED BEARING STRENGTH

CONTRACTOR SHALL VERIFY SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION

2,000 psf

NOTES:

1. LOADS ARE BASED ON SECTION 16 OF MBC 2021 UNLESS OTHERWISE NOTED.

0.0474 2.0

1. ALL LOAD BEARING LIGHT GAUGE METAL FRAMING SHALL BE Fy = 50,000 psi. NON LOAD BEARING MEMBERS MAY BE Fy = 36,000 psi.

2. CONTRACTOR SHALL SUPPLY MATERIAL AND FOLLOW THE REQUIREMENTS OF AISI

S200-12 AND AISI 201-12. MEMBERS SHALL BE 20 GA MIN. (0.0375 INCHES) WITH 660

COATING UNLESS NOTED OTHERWISE.

3. CONNECTIONS SHALL BE BY SELF-TAPPING SCREWS MEETING THE REQUIREMENTS

OF ASTM C1513 OR WELDS IN ACCORDANCE WITH AISI S100 AND AWS D1.3. SCREWS

SHALL BE SPACED AT A MINIMUM OF 3 TIMES THE NOMINAL DIAMETER OF THE SCREW.

THE MINIMUM EDGE DISTANCE FOR SCREWS SHALL BE 1.5 TIMES THE NOMINAL

DIAMETER.

4. STUDS SHALL BE SEATED SQUARELY IN TRACK WITH STUD FLANGES ABUTTING TRACK

FLANGES. STUDS SHALL BE PLUMBED, ALIGNED, AND SQUARELY ATTACHED TO

FLANGES ON TOP AND BOTTOM TRACK.

5. SPLICES IN AXIALLY LOADED STUDS SHALL NOT BE PERMITTED. PROVIDE BRIDGING

AND WEB REINFORCING PER MANUFACTURER'S RECOMMENDATIONS.

6. FIELD ABRASIONS TO MEMBERS FROM FIELD WELDING SHALL BE TOUCHED UP WITH

ZINC-RICH PAINT.

7. PROVIDE SLIP TRACK AT NON-BEARING WALL TO ALLOW FOR FLOOR/ROOF

DEFLECTIONS. SLIP TRACK SHALL ALLOW FOR 1/2" MINIMUM DEFLECTION UNLESS

NOTED OTHERWISE. ADDITIONAL DEFLFECTION REQUIREMENTS NOTED ON WALL

TYPES ON SHEET A101.

LIGHT GAUGE METAL FRAMING:

P L U R I B

U E

S U

N U M

C I

R C

U M

S P

I C

S I

Q U

E R E I S

P E N I N S U L A M

A M

N A M

A N

D C

O N

U C

N D

C O

R U

O N

R D

F O

O D

D M

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-2

M1 2-0

R D

A R

M O

R Y

G A K

A S

4 5 6 127 8

9 10 1110A 11A

UNEXCAVATED

8" CMU BEARING

WALL (TYP)

18' - 7" 16

25' - 6"5' - 5"4' - 10"

B1B1

FOOTINGS

BELOW

BEAR BEAMS ON

CENTER OF

EXISTING

CONCRETE WALL

BELOW

S301

2' - 0"2' - 0"

4' - 0"

S502

8" CMU BEARING

WALL (TYP)

FOOTINGS

BELOW

EXISTING

COLUMNS TO

REMAIN

B3 B3B3 B3

4' - 0" 4' - 0" 2' - 10" 2' - 10" 1' - 4"

3' - 4" 3' - 4" 3' - 4"

G W

4 5 6 7 8 9

6" VAULT CEILING

BELOW

5" CONC SLAB w/ VULCRAFT (OR EQUAL) 1.5B #22ga DECKING & 6x6-6/6

100'-0"

FFE

100'-0"

FFE

S301

LINE OF FOOTING

BELOW

AREA OF REPLACED SLAB IN DRILL

HALL ONLY. NO FLOOR ABOVE.

6" CONC SLAB w/ (1) LAYER OF 6x6-6/6 WWF

S301

SLAB LEGEND

6" SLAB ON GRADE

5" SLAB ON STRUCTURE

6" VAULT CEILING BELOW

P L U R I B

U E

S U

N U M

C I

R C

U M

S P

I C

S I

Q U

E R E I S

P E N I N S U L A M

A M

N A M

A N

D C

O N

U C

N D

C O

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R D

F O

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F M

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T A

T F

M1 2-0

R D

A R

M O

R Y

G A K

A S J

1/8" = 1'-0"1 FIRST FLOOR FRAMING AND FOUNDATION PLAN N

BEAM SCHEDULE

MARK SIZE

B1 W12x40 B2 L6x6x1/2 B3 L3-1/2x3-1/2x1/4 LEDGER B4 W8x18

P1 PORTAL FRAME 1 PER DETAIL 1/S503

P2 PORTAL FRAME 2 PER DETAIL 1/S503

P3 PORTAL FRAME 3 PER DETAIL 1/S503

1/8" = 1'-0"2 FIRST FLOOR SLAB PLAN N

1/8" = 1'-0"3 VAULT PLAN N

4 5 6 127 8 9 10 11 11A

20LH08 JOISTS @ 4'-0" O.C.

B1B1

JOISTS BEARING ON 8"

CMU WALLS BELOW

B2 B2

B2 B2B2

S301

8" 3'

(4 ) E

S J1

" O .C

AREA OF PROPOSED

MECHANICAL EQUIPMENT

PROPOSED 14K6 JOISTS

BETWEEN EXISTING JOISTS @

DIMENSIONS NOTED. JOISTS

MAY BE INSTALLED IN 2 OR 3

PIECES.

EXISTING STRUCTURE. NO

WORK IN THIS AREA

(5 ) E

S J1

" O .C

1' - 4"

2' - 0"

1' - 8"

2' - 4"

1' - 8"

2' - 0"

2' - 4"

2' - 0"

S502

26' - 10" VIF

TYP

B1 B1

S502

TYP

B4 B4 B4 B4 B4

B4 B4 B4 B4

WALL ABOVE SHALL BE

600S162-33 LIGHT

GAUGE STUDS @ 12"

O.C.

G W

BEARING WALL

4 5 6 7 8 9

5" CONC SLAB w/

VULCRAFT (OR EQUAL)

1.5B #22ga DECKING AND 6x6-6/6 WWF 111' - 4 1/2"

111' - 4 1/2"

P L U R I B

U E

S U

N U M

C I

R C

U M

S P

I C

S I

Q U

E R E I S

P E N I N S U L A M

A M

N A M

A N

D C

O N

U C

N D

C O

R U

O N

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F O

O D

D M

R O

T #2

N O

E O

F M

O F

H N

G Y, M

B U

D G

D B

A D

H , R

A, D

R w w w .u pe a.

co m

O R

D , M

O F

D V

-2

M1 2-0

R D

A R

M O

R Y

G A K

A S J

1/8" = 1'-0"2 SECOND FLOOR FRAMING PLAN N

1/8" = 1'-0"1 SECOND FLOOR SLAB PLAN N

BEAM SCHEDULE

MARK SIZE

B1 W12x40 B2 L6x6x1/2 B3 L3-1/2x3-1/2x1/4 LEDGER B4 W8x18

P1 PORTAL FRAME 1 PER DETAIL 1/S503

P2 PORTAL FRAME 2 PER DETAIL 1/S503

P3 PORTAL FRAME 3 PER DETAIL 1/S503

BASEMENT

89' - 4"

FIRST FLOOR

100' - 0"

SECOND FLOOR

111' - 4 1/2"

E GDc

T/MASONRY

117' - 6 5/8"

PLATOON

B009

SIM

B010

MEN'S

TOILET

WOMEN'S

TOILET

DRILL

HALL

PASSAGE

S502

BASEMENT

89' - 4"

FIRST FLOOR

100' - 0"

SECOND FLOOR

111' - 4 1/2"

4 9

T/MASONRY

117' - 6 5/8"

S501

STAIR

PHYSICAL

TRAINING

MEN'S

LOCKER

MEN'S

TOILET

109 PASSAGE

SIM

B010

PASSAGE

B011

PES

218 CLASSROOM

CLASSROOM

UNEXCAVATED

TYP

BASEMENT

89' - 4"

S501

B1: W12x40

BASEMENT

89' - 4"

S501

P L U R I B

U E

S U

N U M

C I

R C

U M

S P

I C

S I

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P E N I N S U L A M

A M

N A M

A N

D C

O N

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N D

C O

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N O

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B U

D G

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A D

H , R

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R w w w .u pe a.

co m

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D , M

O F

D V

-2

M1 2-0

R D

A R

M O

R Y

G A K

A S J

1/4" = 1'-0"1 STRUCTURAL CROSS SECTION

1/4" = 1'-0"2 STRUCTURAL LONGITUDINAL SECTION

1/4" = 1'-0"3 VAULT LONGITUDINAL SECTION 1/4" = 1'-0"4 VAULT CROSS SECTION

FIRST FLOOR

100' - 0"

10' - 0"

3" COVER

3" C

(14) #5 BARS

#5 BARS @ 12" O.C.

TRANSVERSE

THICKENED COMBINED

WALL FOOTING

6" CONC SLAB w/ 6x6-6/6 WWF

8" CMU WALL w/ #5 BARS @

48" O.C. IN GROUTED CORES

(TYP)

FIRST FLOOR

100' - 0"

3" COVER

3" C

4' - 0"

(5) #5 BARS

#5 BARS @ 12" O.C.

TRANSVERSE

THICKENED WALL

FOOTING

6" CONC SLAB w/ 6x6-6/6 WWF

8" CMU WALL w/ #5

BARS @ 48" O.C. IN

GROUTED CORES

BASEMENT

89' - 4"

S501

NOTE:

FOR ALL STAGGERED

REINFORCING, THE ADJACENT

MATS SHALL BE OFFSET SUCH

THAT THE OPENING THROUGH

BOTH MATS IS NO LARGER

THAN 4" IN ANY DIRECTION.

REF DETAILS THIS

SHEET FOR

REINFORCING

EXISTING 12" CONC

WALL TO REMAIN

S501

SIM S501

SIM

NOTE:

FOR ALL STAGGERED

REINFORCING, THE ADJACENT

MATS SHALL BE OFFSET SUCH

THAT THE OPENING THROUGH

BOTH MATS IS NO LARGER

THAN 4" IN ANY DIRECTION.

REF DETAILS

THIS SHEET FOR

REINFORCING

BASEMENT

89' - 4"

S501

NOTE:

FOR ALL STAGGERED

REINFORCING, THE ADJACENT

MATS SHALL BE OFFSET SUCH

THAT THE OPENING THROUGH

BOTH MATS IS NO LARGER

THAN 4" IN ANY DIRECTION.

REF DETAILS THIS

SHEET FOR

REINFORCING

97' - 4"

SPECIAL JOIST.

BOTTOM CHORD

SHALL BE ABOVE

VAULT SLAB.

18LH08

BASEMENT

89' - 4"

TRANSVERSE BARS

OPTIONAL

(2) #5 BARS

CONTINUOUS

KEYWAY (TYPICAL)

PER DETAIL

#5 BAR DOWELS x 16"

LONG @ 9" O.C.

DOWEL 8" MIN INTO

EXISTING FLOOR.

8" S501

8" REINFORCED CONC WALL w/ #5

BARS STAGGERED EACH FACE

EACH WAY @ 9" O.C.

EXISTING 12" CONC WALL TO REMAIN

#5 x 24" DOWELS (12" HOOK ON

INNER) @ 24" O.C. INTO FOOTING

1' - 4"

TYP

NOTE:

FOR ALL STAGGERED

REINFORCING, THE ADJACENT

MATS SHALL BE OFFSET SUCH

THAT THE OPENING THROUGH

BOTH MATS IS NO LARGER

THAN 4" IN ANY DIRECTION.

S501

TYP

NOTE:

FOR ALL STAGGERED

REINFORCING, THE ADJACENT

MATS SHALL BE OFFSET SUCH

THAT THE OPENING THROUGH

BOTH MATS IS NO LARGER

THAN 4" IN ANY DIRECTION.

8" REINFORCED CONC WALL w/ #5

BARS STAGGERED EACH FACE

EACH WAY @ 9" O.C.

8" REINFORCED CONC WALL w/ #5

BARS STAGGERED TOP AND

BOTTOM EACH WAY @ 9" O.C.

24" x 24" #4 BENT BAR @ 9" O.C.EXISTING 12" CONC

WALL TO REMAIN

S501

TYP

NOTE:

FOR ALL STAGGERED

REINFORCING, THE ADJACENT

MATS SHALL BE OFFSET SUCH

THAT THE OPENING THROUGH

BOTH MATS IS NO LARGER

THAN 4" IN ANY DIRECTION.

8" REINFORCED CONC

WALL w/ #5 BARS

STAGGERED EACH FACE

EACH WAY @ 9" O.C.

TRANSVERSE BARS

OPTIONAL

(3) #5 BARS

CONTINUOUS

#5 x 24" DOWELS w/ 12" HOOKS

@ 24" O.C. INTO FOOTING

2' - 0"

#5 BAR DOWELS x 16"

LONG @ 9" O.C.

DOWEL 8" MIN INTO

EXISTING FLOOR.

S501

TYP

NOTE:

FOR ALL STAGGERED

REINFORCING, THE ADJACENT

MATS SHALL BE OFFSET SUCH

THAT THE OPENING THROUGH

BOTH MATS IS NO LARGER

THAN 4" IN ANY DIRECTION.

8" REINFORCED CONC WALL w/ #5

BARS STAGGERED EACH FACE

EACH WAY @ 9" O.C.

8" REINFORCED CONC WALL w/ #5

BARS STAGGERED TOP AND

BOTTOM EACH WAY @ 9" O.C.

24" x 24" #4 BENT BAR @ 9" O.C.

NOTE: REBAR

OMITTED FROM

DETAIL FOR CLARITY

KEYWAY @ ALL

VAULT CONCRETE

CONNECTIONS

CENTERED ON

CONNECTION

° T

P L U R I B

U E

S U

N U M

C I

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U M

S P

I C

S I

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P E N I N S U L A M

A M

N A M

A N

D C

O N

U C

N D

C O

R U

O N

R D

F O

O D

D M

R O

T #2

N O

E O

F M

O F

H N

G Y, M

B U

D G

D B

A D

H , R

A, D

R w w w .u pe a.

co m

O R

D , M

O F

D V

-2

M1 2-0

R D

A R

M O

R Y

G A K

A S J

1 1/2" = 1'-0"1 STAIR FOOTING DETAIL

1 1/2" = 1'-0"2 TYPICAL FOOTING DETAIL

3/4" = 1'-0"3 VAULT DOUBLE WALL DETAIL

3/4" = 1'-0"4 VAULT CEILING DETAIL

3/4" = 1'-0"5 VAULT SOUTH WALL DETAIL

1 1/2" = 1'-0"6 VAULT FOOTING DETAIL @ DOUBLE WALL

1 1/2" = 1'-0"7 VAULT CEILING CONNECTION DETAIL @ DOUBLE WALL

1 1/2" = 1'-0"8 VAULT FOOTING DETAIL @ SOUTH WALL

1 1/2" = 1'-0"9 VAULT CEILING DETAIL @ SOUTH WALL

3" = 1'-0"10 KEYWAY DETAIL

SECOND FLOOR

111' - 4 1/2"

CONCRETE SLAB PER

FOUNDATION PLANS

20LH08

JOISTS

WALL TYPE 3: 8" CMU

w/ #5 BARS @ 48" O.C.

IN GROUTED CORES

8" BOND BEAM

@ TOP OF CMU

WALL w/ (2) #5

BARS

6" CSW BOTTOM

TRACK AND

RUNNER

CHANNEL

COVER JOIST w/

GWB. REF ARCH

8" BEARING ON

BOND BEAM.

WELD STUDS TO

EACH JOIST

CONCRETE POUR

STOP

1.5" B DECK

SECOND FLOOR

111' - 4 1/2"

CONCRETE SLAB

PER FOUNDATION

PLANS

20LH08 JOISTS

5" BEARING

B2: L6x6x1/2

WALL TYPE 7A: 6"

CSW 16ga STUDS @ 16" O.C.

(GWB MAY BE

OMITTED ABOVE

CEILING) AROUND

BUMPOUTS. REF

ARCH SHEET A101

FOR WALL TYPES

AND SHEET A102

FOR WALL TYPE 7A

LOCATIONS.

(2) 3/4" Ø x 8"

EPOXY BOLTS

INTO GROUTED

CORES @ 24" O.C.

EXISTING CMU

WALL

1.5" B DECK

CONC POUR STOP

FIRST FLOOR

100' - 0"

CONCRETE SLAB PER

FOUNDATION PLANS

#6 EPOXY BAR DOWELS

x 12" LONG MIN 6" EMBED

@ 24" O.C.

EXISTING CONC SLAB TO

REMAIN

1.5" B DECK

B1: W12x40

20LH08 JOISTS

8" BEARING

3/4" Ø THRU

BOLTS. (4) @

EACH JOIST

S502

B1: W12x40

20LH08 JOIST

8" B

(4) 3/4" Ø THRU BOLTS

@ EACH JOIST

14K8 JOIST BETWEEN

EXISTING ROOF JOISTS

@ LOCATIONS NOTED

ON FRAMING PLAN

BEARING

CUT BEAM POCKETS IN

EXISTING WALL TO

ACCOMODATE PROPOSED

JOISTS. BEAM POCKET SIZE

SHALL BE DETERMINED IN

FIELD AS REQUIRED TO

INSTALL JOISTS.

20LH08 JOISTS

COVER JOISTS w/

GWB. REF ARCH.

JOISTS BEARING

ON 8" CMU WALL

BELOW. PER

DETAIL 1/S502.

FIRST FLOOR

100' - 0"

CONCRETE SLAB PER

FOUNDATION PLANS

1.5" B DECK

B1: W12x40

20LH08 JOISTS

(4) 3/4"Ø THRU

BOLTS (PER JOIST)

WALL TYPE 3: 8" CMU WALL

w/ #5 BARS @ 48" O.C. IN

GROUTED CORES

SECOND FLOOR

111' - 4 1/2"

SECOND FLOOR

111' - 4 1/2"

SECOND FLOOR

111' - 4 1/2"

B1: W12x40 20LH08 JOISTS

(4) 3/4"Ø THRU

BOLTS (PER JOIST).

ONLY (2) BOLTS

REQUIRED @ ENDS

OF B1 BEAM AS

SHOWN HERE

CONCRETE SLAB PER

FOUNDATION PLANS

1.5" B DECK

WALL TYPE 3: 8" CMU WALL

w/ #5 BARS @ 48" O.C. IN

GROUTED CORES

P L U R I B

U E

S U

N U M

C I

R C

U M

S P

I C

S I

Q U

E R E I S

P E N I N S U L A M

A M

N A M

A N

D C

O N

U C

N D

C O

R U

O N

R D

F O

O D

D M

R O

T #2

N O

E O

F M

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H N

G Y, M

B U

D G

D B

A D

H , R

A, D

R w w w .u pe a.

co m

O R

D , M

O F

D V

-2

M1 2-0

R D

A R

M O

R Y

G A K

A S J

1 1/2" = 1'-0"1 JOIST TO WALL DETAIL

1 1/2" = 1'-0"2 JOIST TO ANGLE DETAIL

1 1/2" = 1'-0"3 BEAM TO JOIST DETAIL - SECTION 1

1 1/2" = 1'-0"4 BEAM TO JOIST DETAIL - PLAN

1 1/2" = 1'-0"5 JOIST TO WALL DETAIL - PLAN 1

1 1/2" = 1'-0"6 JOIST TO WALL DETAIL - PLAN 2

1 1/2" = 1'-0"7 BEAM TO JOIST DETAIL SECTION - FIRST FLOOR

1 1/2" = 1'-0"8 BEAM TO JOIST DETAIL SECTION - SECOND FLOOR

PER DOOR / WINDOW SCHEDULE

HEADER PER TABLE

5/16"5/16"

3" 4"

5/16"

3" 4"

PLAN

SECTION

NOTE: ONLY (1) OPENING SHALL BE

CUT AT A TIME. COMPLETE EACH

OPENING SEPARATELY. OPENINGS

SHALL NOT BE CONSTRUCTED, NOR

CUT, SIMULTANEOUSLY IN THE SAME

WALL.

S503

2PE

/ W

W S

SAWCUT AND REMOVE CMU WALL

HSS SIZE TABLE

HEADER COLUMNS BASEPLATE WALL GROUTINGMARK

HSS 10x8x3/8" HSS 10x4x3/8" 11x8x1/2" w/ (2) 5/8" Ø x 8" LONG

ANCHOR BOLTS

HSS 10x4x1/4" HSS 10x2x1/4"

W6x26 HSS 6x2x1/4"

FULLY GROUT (3) CORES

UNDER BASEPLATES

FULLY GROUT (3) CORES

UNDER BASEPLATES

FULLY GROUT (3) CORES

UNDER BASEPLATES

11x6x1/2" w/ (2) 5/8" Ø x 6" LONG

ANCHOR BOLTS

7x6x1/2" w/ (2) 5/8" Ø x 6" LONG

ANCHOR BOLTS

THIS WAY

GROUT 16"GROUT 16" THIS WAY

COLUMN PER HSS TABLE

EXISTING BRACES SF-1 & SF-2

1/4"

6" SLIP TRACK w/

4" ALLOWABLE

DEFLECTION

EXISTING

DROP CEILING

PROPOSED

DROP CEILING

WALL TYPE 7C:

600S162-33 METAL

STUDS @ 12" O.C.

6" CHEVRON

BRACING ABOVE

GWB @ 45°.

SCREW TO ALL

STUDS w/ (2) #10

SCREWS

5/8" GWB (TYP)

P L U R I B

U E

S U

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C I

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S I

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P E N I N S U L A M

A M

N A M

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N D

C O

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F O

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N O

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-2

M1 2-0

R D

A R

M O

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G A K

A S J

3/4" = 1'-0"1 PORTAL FRAME DETAIL

1" = 1'-0"2 SHOE PLATE DETAIL

1 1/2" = 1'-0"3 SLIP TRACK DETAIL

FLUSH CONTROLS ON

APPROACH SIDE OF TOILET

42"12"

7" -9" H.

" M

" S

" M

15" MIN.

" S

" H

16"- 18"

39"- 41"

VERT. GRAB BAR

1-1/2"Ø GRAB BAR w/

1-1/2" GAP FROM WALL (TYP)

TOILET PAPER

MOUNTING AREA

VERT. GRAB

BAR

WATER CLOSET SIDE WALL WATER CLOSET BACK WALL

12"24"

MIN. MIN.

URINAL

LAVATORY OR VANITY SINK

COUNTER WHERE

OCCURS

ACCESSIBLE SINK

BOWL

N9"

MIN

11"

OFFSET

WASTE

" M

KNEE

CLEARANCE

WALL-MOUNTED ACCESSORIES

PAPER

TOWEL &

OTHER

DISPENSERS

CLOTHES

HOOKS

" A

SHELF

WASTE

RECEPTACLE

HAND

DRYER

DRINKING FOUNTAINS

HIGH-

LOW

4" M

" M

17" MIN.

9" M

11" MIN.

" M

8" MIN.

" S

12"

STAIR RAMP

TYPICAL RAMP & STAIR RAILINGS

12"

1 1/2"

TYPICAL SECTION

1 1 /2"

1. ENDS OF HANDRAILS SHALL RETURN TO WALL.

2. PROVIDE HANDRAILS ON BOTH SIDES OF STAIR OR RAMP.

3. HANDRAILS SHALL BE CIRCULAR IN CROSS-

SECTION w/ 1-1/2" TO 2" OUTSIDE DIAMETER.

SIGNAGE AND DOOR HARDWARE

TEXT

LIN

8" MIN

" M

MIRROR

BRAILLE

MOUNT SIGNAGE ON

LATCH SIDE OF DOOR

FEC FE AND

WALL

BRACKET 3'

0" B

F 4'

SHELVING

BACKSPLASH

WALL AND BASE CABINETS

"-4

LOCKSET/LATCH

LOCATION

HARDWARE

LEVER BF

MOUNTING HEIGHTS

BABY-CHANGING STATION

" A

21"34"

A301

BUILDING SECTION

A301

WALL SECTION

A301

DETAIL SECTION

DETAIL NUMBER

SHEET NUMBER

ABBREVIATIONS

A201

ELEVATION

ELEVTION

NUMBER

SHEET NUMBER

A301

CALLOUT

DETAIL NUMBER

SHEET NUMBER

1 TITLE

1/8" = 1'-0"

DETAIL NAMEDETAIL NUMBER

DETAIL SCALE

TAG IDENTIFICATION

DOOR IDENTIFICATION NUMBER

WINDOW / BORROWED LITE IDENTIFICATION NUMBER

OFFICE ROOM IDENTIFICATION NUMBERROOM NAME

ROOM NUMBER

1 KEY NOTE IDENTIFICATION NUMBER

1 WALL IDENTIFICATION NUMBER

1 TOILET ACCESSORY IDENTIFICATION NUMBER

1 KITCHEN EQUIPMENT IDENTIFICATION NUMBER

1 ROOM SIGN IDENTIFICATION NUMBER

ACT-1

8'-0" A.F.F.

CEILING IDENTIFICATIONCEILING TYPE

CEILING HEIGHT

P L U R I B

U E

S U

N U M

C I

R C

U M

S P

I C

S I

Q U

E R E I S

P E N I N S U L A M

A M

N A M

A N

D C

O N

U C

N D

C O

R U

O N

R D

F O

O D

D M

R O

T #2

N O

E O

F M

O F

H N

G Y, M

B U

D G

D B

A D

H , R

A, D

R w w w .u pe a.

co m

O R

D , M

O F

D V

-2

ITE

M1 2-0

R D

A R

M O

R Y

A S J

A/C AIR CONDITIONING

AB ANCHOR BOLT

AC ACOUSTIC/ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECT/ARCHITECTURAL

BBR BASEBOARD RADIATION

BD BOARD

BDRY BOUNDARY

BF BARRIER FREE

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOT BOTTOM

BRG BEARING

BSMT BASEMENT

C/C CENTER TO CENTER

CA COMPRESSED AIR

CB CATCH BASIN

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CLT CLOSET

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONT CONTINUOUS

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CW COLD WATER

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DN DOWN

DR DOOR

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E EAST

EA EACH

EF EXHAUST FAN

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATION

EMER EMERGENCY

EP EPOXY

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXP…

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File details come from the government source that posted it. Updated Aug 18, 2025.