Attachment 3_ QJKL 18-0024 - Contract Drawings.pdf

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SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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CERTIFICATION AND SIGNATURE

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FINAL 100% SUBMITTAL - FOR CONSTRUCTION

934th Repair Community Activity Center (CAC) Bldg 807

04/07/2021

CERTIFICATION AND SIGNATURE

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DRAWING LIST

GENERAL

G-001 COVER

G-002 SHEET INDEX

G-003 GENERAL INFORMATION

G-004 FIRST FLOOR LIFE SAFETY

G-005 BASEMENT FLOOR LIFE SAFETY

G-006 FIRST FLOOR OCCUPANCY

G-007 BASEMENT OCCUPANCY

G-008 SITE PLAN

G-009 PHASING PLAN

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-101 PARTIAL FOUNDATION PLAN

S-104 ROOF FRAMING PLAN

S-301 FOUNDATION DETAILS

S-401 FRAMING DETAILS

S-402 FRAMING DETAILS

ARCHITECTURAL

A-001 ARCHITECTURAL GENERAL INFORMATION

AD101 FIRST FLOOR DEMOLITION PLAN

AD102 FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN

AD103 ROOF DEMOLITION PLAN

AD401 ENLARGED DEMOLITION PLANS

A-101 FIRST FLOOR PLAN

A-102 BASEMENT FLOOR PLAN

A-103 FIRST FLOOR REFLECTED CEILING PLAN

A-104 ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-401 ENLARGED PLANS AND INTERIOR ELEVATIONS

A-402 ENLARGED PLANS AND INTERIOR ELEVATIONS

A-501 ROOF DETAILS

A-502 ROOF DETAILS

A-601 DOOR SCHEDULE, ELEVATIONS, DETAILS AND PARTITION TYPES

A-602 GLAZING ELEVATIONS AND DETAILS

INTERIORS

I-001 PRODUCT FINISH SCHEDULES

I-101 FIRST FLOOR FINISH PLAN

I-401 ENLARGED FINISH PLANS AND DETAILS

FIRE PROTECTION

F-001 GENERAL INFORMATION

FD101 FIRST FLOOR FIRE PROTECTION DEMOLITION PLAN

FD102 ATTIC FIRE PROTECTION DEMOLITION PLAN

FP101 FIRST FLOOR FIRE PROTECTION PLAN

FP102 ATTIC FIRE PROTECTION PLAN

F-201 DIAGRAMS

PLUMBING

P-001 GENERAL INFORMATION

PD101 FIRST FLOOR PLUMBING DEMOLITION PLAN

PP101 FIRST FLOOR DOMESTIC PLUMBING PLAN

PP201 FIRST FLOOR DWV PLUMBING PLAN

P-301 ENLARGED PLANS

P-501 DIAGRAMS

P-601 PLUMBING SCHEDULES

MECHANICAL

M-001 GENERAL INFORMATION

MD100 BASEMENT MECHANICAL DEMOLITION PLAN

MD101 FIRST FLOOR MECHANICAL DEMOLITION PLAN

MD102 ROOF MECHANICAL DEMOLITION PLAN

MD201 FIRST FLOOR HYDRONIC DEMOLITION PLAN

MD301 ENLARGED DEMOLITION PLANS

MH101 FIRST FLOOR VENTILATION PLAN

MH102 ROOF MECHANICAL PLAN

MH301 ENLARGED PLANS

MP200 BASEMENT HYDRONIC PLAN

MP201 FIRST FLOOR HYDRONIC PLAN

MP301 ENLARGED PLANS

M-401 SECTIONS

M-402 SECTIONS

M-403 SECTIONS

M-501 DIAGRAMS

M-502 DIAGRAMS

M-601 SCHEDULES

M-602 SCHEDULES

MI101 CONTROL DIAGRAM - AHU-1

MI102 CONTROL DIAGRAM - AHU-2

MI103 CONTROL DIAGRAM - AHU-3

MI104 CONTROL DIAGRAMS - AHU-4 & VAV's

MI105 CONTROL DIAGRAM - AHU-5

MI106 CONTROL DIAGRAMS - FCU-6 & MISC EXH FANS

MI107 CONTROL DIAGRAMS - BOILER PLANT

MI108 CONTROL DIAGRAMS - KITCHEN EXH & MAU

MI109 SEQUENCE OF OPERATIONS - SINGLE ZONE AHU'S AND GENERAL EXHAUST

MI110 SEQUENCE OF OPERATIONS - MULTIPLE ZONE AHU'S AND VAV TERMINALS

MI111 SEQUENCE OF OPERATIONS - KITCHEN MAU & EXHAUST, UNIT HEATERS, AND DX FAN COILS

MI112 SEQUENCE OF OPERATIONS BOILER PLANT

ELECTRICAL

E-001 ELECTRICAL LEGEND

E-002 GENERAL NOTES AND ABBREVIATIONS

ED101 FIRST FLOOR ELECTRICAL POWER, LIGHTING AND FIRE ALARM DEMOLITION PLAN

E-401 ONE-LINE DIAGRAM

E-501 SCHEDULES

E-502 SCHEDULES

E-503 SCHEDULES

E-504 SCHEDULES

E-505 SCHEDULES

E-601 ELECTRICAL DETAILS

EF101 FIRST FLOOR FIRE ALARM / MASS NOTIFICATION PLAN

EL101 FIRST FLOOR LIGHTING PLAN

EP100 BASEMENT FLOOR POWER PLAN

EP101 FIRST FLOOR POWER PLAN

EP102 ELECTRICAL ROOF PLAN CERTIFICATION AND SIGNATURE

THE FOLLOWING SYSTEMS ARE A DESIGN/BUILD RESPONSIBILITY OF THE

CONTRACTOR OR PRODUCT MANUFACTURER AND WILL REQUIRE THE DEFERRED

SUBMITTAL FOR PLAN REVIEW AND PERMITTING:

1. FIRE SPRINKLER SYSTEMS

2. FIRE ALARM SYSTEMS

DEFERRED SUBMITTALS

1. ROOF SHEATHING: PROVIDE A UNIT COST PER SQUARE FOOT THAT INCLUDES ALL

LABOR, MATERIALS, TAXES, FEES, OVERHEAD AND PROFIT FOR REMOVAL AND

REPLACEMENT OF DAMAGED ROOF SHEATHING.

2. ROOF SUPPORT COMPONENTS (I.E. ROOF FRAMING, RIDGE BEAM, ETC): PROVIDE A

UNIT COST PER LINEAR FOOT THAT INCLUDES ALL LABOR, MATERIALS, TAXES,

FEES, OVERHEAD AND PROFIT FOR REMOVAL AND REPLACEMENT OF DAMAGED

ROOF SUPPORT COMPONENTS.

3. ROOF SHEATHING FASTENERS: PROVIDE A UNIT COST PER SQUARE FOOT THAT

INCLUDES ALL LABOR, MATERIALS, TAXES, FEES, OVERHEAD AND PROFIT FOR

INSTALLING ADDITIONAL FASTENERS.

UNIT COSTS

A. REFER TO GENERAL INFORMATION SHEETS FOR SYMBOLS AND ABBREVIATIONS.

B. WALLS TO BE REMOVED MUST BE FROM FLOOR TO STRUCTURE ABOVE UNLESS

OTHERWISE INDICATED AND MUST INCLUDE ALL MECHANICAL, ELECTRICAL, ETC.

PREPARE ALL DISTURBED AREAS FOR NEW CONSTRUCTION.

C. DO NOT SCALE DRAWINGS TO DETERMINE DIMENSIONS. IF A REQUIRED

DIMENSION IS NOT INDICATED, CONTACT THE ARCHITECT FOR DETERMINATION.

D. THE CONTRACTOR MUST NOT CUT STRUCTURAL MEMBERS/ELEMENTS IN A

MANNER RESULTING IN A REDUCTION OF LOAD CARRYING CAPACITY OR

LOAD/DEFLECTION RATIO.

E. PAINT ALL STEEL DOORS, DOOR FRAMES, INTERIOR BORROW LITE FRAMES,

LINTELS AND OTHER EXPOSED METAL ITEMS UNLESS OTHERWISE NOTED OR

SHOWN.

F. EXISTING CONDITION INFORMATION SHOWN WITHIN THE PROJECT AREA IS

BASED ON FIELD OBSERVATION AND EXISTING DRAWING DOCUMENTATION. ALL

EXISTING CONDITION INFORMATION SHOWN OUTSIDE THE PROJECT AREA IS

PROVIDED FOR REFERENCE ONLY AND HAS NOT BEEN FIELD VERIFIED.

CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS

PRIOR TO BEGINNING ANY NEW WORK AND MUST BRING AND DISCREPANCIES

TO THE ATTENTION OF THE DESIGN PROFESSIONAL PRIOR TO DEMOLITION AND

CONSTRUCTION.

G. STORAGE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS IS UNDERSTOOD TO

NOT BE WITHIN THE BUILDING. STORAGE OF ANY MATERIAL IS TO BE IN

COMPLIANCE WITH ALL APPLICABLE CODES AND AUTHORITIES HAVING

JURISDICTION.

PROJECT GENERAL NOTES

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1. REFER TO ELECTRICAL DRAWINGS FOR FIRE ALARM NOTIFICATION AND

EMERGENCY EGRESS LIGHTING LOCATIONS.

2. REFER TO PARTITION TYPES FOR FURTHER FIRE SEPARATION

REQUIREMENTS.

3. ALL FIRE RATED ASSEMBLIES MUST BE INSTALLED IN STRICT ACCORDANCE

WITH TESTED ASSEMBLIES INDICATED.

4. WHERE A RATING HAS BEEN GIVEN TO AN EXISTING WALL, ALL PENETRATIONS

(EXISTING OR NEW) MUST BE SEALED AND PROPERLY FIREPROOFED PER

THAT RATING REQUIREMENT

5. EXTEND FIRE RATED PARTITIONS, BARRIERS, AND OTHER SEPARATIONS TO

BOTTOM OF ROOF/FLOOR DECK ABOVE (OR AS DIRECTED BY UL ASSEMBLY)

AND TO EXTERIOR WALL. SEAL JOINT BETWEEN EDGES OF PARTITION WITH

FIRE RATED SEALANT AND/OR INTUMESCENT ASSEMBLY.

6. ALL PENETRATIONS OF FIRE-RATED ASSEMBLIES MUST BE FIRE-SEALED IN

ACCORDANCE WITH APPROVED MANUFACTURER'S DETAIL FOR LOCATION,

TYPE OF CONSTRUCTION, PENETRATING ITEM AND RATING REQUIRED.

7. ALL DUCTWORK, DIFFUSERS, GRILLES, LIGHT FIXTURES, AND ELECTRICAL

DEVICES PENETRATING FIRE-RATED OR SMOKE RESISTANT WALLS, CEILINGS,

AND FLOORS MUST HAVE THE APPROPRIATE TYPE OF FIRE/SMOKE DAMPER IN

ACCORDANCE WITH THE TYPE OF CONSTRUCTION BEING PENETRATED AND

THE FIRE/SMOKE RATING REQUIRED. ASSEMBLIES MUST BE UL-LISTED FOR

INSTALLATION IN THE ASSEMBLY AND MUST BE INSTALLED SUCH THAT THE

FIRE/SMOKE RATING IS NOT COMPROMISED. REFER TO MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS FOR PENETRATIONS THAT MAY NOT

BE SHOWN HERE.

LIFE SAFETY GENERAL NOTES

AUTHORITY HAVING JURISDICTION: 934th BASE CIVIL ENGINEER

APPLICABLE CODES AND CRITERIA:

• 2018 INTERNATIONAL BUILDING CODE

• 2018 NFPA 101 LIFE SAFETY CODE

• 2017 NATIONAL ELECTRIC CODE

• 2018 INTERNATIONAL PLUMBING CODE

• 2008 DOD ABA MEMORANDUM - ACCESS FOR PEOPLE WITH DISABILITIES

• UFC 1-200-01 DOD BUILDING CODE - GENERAL BUILDING REQUIREMENTS

• UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES

• UFC 3-101-01 ARCHITECTURE

• UFC 3-110-03 ROOFING

• UFC 3-120-10 INTERIOR DESIGN

• UFC 3-401-01 MECHANICAL ENGINEERING

• UFC 3-501-01 ELECTRICAL ENGINEERING

• UFC 3-520-01 INTERIOR ELECTRICAL SYSTEMS

• UFC 3-530-01 INTERIOR AND EXTERIOR LIGHTING SYSTEMS

• UFC 4-010-01 DOD MIN ANTITERRORISM STANDARDS

OCCUPANCY CLASSIFICATION (IBC 2018):

• BUSINESS

• KITCHEN

• STAGE

• ASSEMBLY

• STORAGE

CONSTRUCTION TYPE (IBC 2018)

• VB

FULLY SPRINKLERED (UFC 3-600-1 AND NFPA 13)

FIRE EXTINGUISHERS (NFPA 101 - 38.3.5 FOR BUSINESS OCCUPANCY, UFC 3-600-1

FOR STORAGE OCCUPANCY)

BALLROOM B

STAGE

BALLROOM A

BALLROOM C

WOMEN

MEN

FOYER

VEST

VEST

CASHIER

COATS

OFFICE

WOMEN

MEN

JAN

STORAGE

DELIVERY

SOILED LINEN

CLOSET

15A

STOR

FOOD PREP

BUYER

STOR

CLEAN LINEN

CORR

SERVING

FAST FOOD

COOKING

DISHWASH

POTS AND

PANS

TRASH

ELEC

STORAGE

39 EMPL

KITCHEN

POT AND PAN

STORAGE

POTS AND

PANS

OFFICE

SALAD

CORR

SOUTH

DINING ROOM

OFFICE

STORAGE

FOOD PREP

JAN

WOMEN

MEN

VEST

VEST

LOBBY

MECH

STAIR

STOR

STOR

DISHWASHING

SERVING

LOBBY

NORTH

DINING ROOM

DISH RETURN

LOUNGE

BAR

CORR

CORR

STORAGE

VEST

STORAGE

61 UNISEX

CORR

CORR

CORR

CORR

RR

STOR

STOR

BAR

DANCE

FLOOR

SERVING LINE

CAPACITYCLR

EXTERIOR

EXIT

39" 165

CAPACITYCLR

EXTERIOR

EXIT

68" 365

CAPACITYCLR

EXTERIOR

EXIT

68" 365

CAPACITYCLR

EXTERIOR

EXIT

33" 165

CAPACITYCLR

EXTERIOR

EXIT

33" 165

CAPACITYCLR

EXTERIOR

EXIT

68" 365

CAPACITYCLR

EXTERIOR

EXIT

68" 365

EXIT TRAVEL DISTANCE: 139' - 0"

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EXIT TRAVEL DISTANCE: 83' - 11"

CAPACITYCLR

EXTERIOR

EXIT

33" 165

CAPACITYCLR

EXTERIOR

EXIT

33" 165

CAPACITYCLR

EXTERIOR

EXIT

39" 165

CAPACITYCLR

EXTERIOR

EXIT

33" 165

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COMMON PATH OF TRAVEL: 14' - 5"

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EGRESS PATH

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EGRESS IDENTIFICATION

CAPACITYCLR

EXTERIOR

EXIT

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EXIT

IDENTIFICATION

EGRESS CLEAR

WIDTH

EGRESS CAPACITY

LIFE SAFETY LEGEND

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER CABINET

FIRE BLANKET CABINET

EMERGENCY RESPONSE REFERENCE

CONTROLLED ACCESS - ALWAYS

UNLOCKED IN DIRECTION OF EGRESS

KNOX BOX

DELAYED EGRESS W/ ALARM

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REQUIRED # OF EXITS

(PER NFPA 7.4.1.2)

> 1,000 OCCUPANTS = 4 EXITS

MIN

7 EXIT(S) PROVIDED

DEAD-END CORRIDOR

(PER NFPA 101 TABLE A.7.6

SECTION 38.2.5.2.1) 20'-0" MAXIMUM N/A

TRAVEL DISTANCE

(PER NFPA 101 TABLE A.7.6

AND SECTION 38.2.6.3)

250'-0" MAXIMUM DISTANCE 139'-0" MAXIMUM DISTANCE

COMMON PATH OF TRAVEL

(PER NFPA 101 TABLE A.7.6

AND SECTION 38.2.5.3.1) 20'-0"/75'-0" MAXIMUM

(>50 PERSONS/<50 PERSONS)

48'-3" MAXIMUM

EGRESS WIDTH

(PER NFPA 101 TABLE

7.3.3.1)

EXIT DOORS = 33"/(0.20) = 165

PPL

EXIT DOORS = 69"/(0.20) = 365

PPL

EXIT DOORS = 787 PPL (.20) = 158"

MEANS OF EGRESS CAPACITY

REQUIRED

OCCUPANT LOAD

(per NFPA TABLE 7.3.1.2)

BUSINESS = 150 GROSS

KITCHENS = 100 GROSS

STAGE = 15 NET

ASSEMBLY

(UNCONCENTRATED) = 15 NET

ASSEMBLY (STANDING SPACE)

= 5 NET

MECHANICAL / STORAGE = 500

GROSS

BUSINESS = 5,912 GSF/150 = 40 PPL

KITCHENS = 4,666 GSF/100 = 47 PPL

STAGE = 230 NET/ 15 = 16 PPL

ASSEMBLY (LESS CONCENTRATED) =

7,702 NET/ 15 = 514 PPL

ASSEMBLY (CONCENTRATED) = 1,132

NET/ 7= 162 PPL

STORAGE = 3,785 GSF/500 = 8 PPL

TOTAL OCCUPANCY = 787 PEOPLE

GROSS MEASURED AREA

(INTERIOR FACE WALLS)

N/A 23,427 SF

GROSS BUILDING AREA

(OUTSIDE FACE WALLS)

25,350 SF 24,277 SF

EGRESS INFORMATION ALLOWABLE ACTUAL

3/32" = 1'-0"A1

FIRST FLOOR LIFE SAFETY PLAN

BUILDING HEIGHT = 19'-6"

ALLOWABLE HEIGHT = 60'-0"

AREA TOTAL = 24,277 SF

AREA ALLOWED = 25,350 SF PER STORY

LOWER 434 SF 0 SF 434 SF

GROUND 24,277 SF 0 SF 24,277 SF

FLOOR EXISTING NEW TOTAL

AGGREGATE FLOOR AREAS (per TABLE 503):

AREA AND HEIGHT REQUIREMENTS:

NORTH

PLAN

0 84 16

SERVICE SINKS 1

DRINKING FOUNTAINS 3

LAVATORIES 6 6

URINALS 3 N/A

WATER CLOSETS 10 10

FIXTURE MALE FEMALE

PLUMBING CODE REVIEW

2. REFER TO PARTITION TYPES FOR FURTHER FIRE SEPARATION

REQUIREMENTS.

3. ALL FIRE RATED ASSEMBLIES MUST BE INSTALLED IN STRICT ACCORDANCE

WITH TESTED ASSEMBLIES INDICATED.

4. WHERE A RATING HAS BEEN GIVEN TO AN EXISTING WALL, ALL PENETRATIONS

(EXISTING OR NEW) MUST BE SEALED AND PROPERLY FIREPROOFED PER

THAT RATING REQUIREMENT

5. EXTEND FIRE RATED PARTITIONS, BARRIERS, AND OTHER SEPARATIONS TO

BOTTOM OF ROOF/FLOOR DECK ABOVE (OR AS DIRECTED BY UL ASSEMBLY)

AND TO EXTERIOR WALL. SEAL JOINT BETWEEN EDGES OF PARTITION WITH

FIRE RATED SEALANT AND/OR INTUMESCENT ASSEMBLY.

6. ALL PENETRATIONS OF FIRE-RATED ASSEMBLIES MUST BE FIRE-SEALED IN

ACCORDANCE WITH APPROVED MANUFACTURER'S DETAIL FOR LOCATION,

TYPE OF CONSTRUCTION, PENETRATING ITEM AND RATING REQUIRED.

7. ALL DUCTWORK, DIFFUSERS, GRILLES, LIGHT FIXTURES, AND ELECTRICAL

DEVICES PENETRATING FIRE-RATED OR SMOKE RESISTANT WALLS, CEILINGS,

AND FLOORS MUST HAVE THE APPROPRIATE TYPE OF FIRE/SMOKE DAMPER IN

ACCORDANCE WITH THE TYPE OF CONSTRUCTION BEING PENETRATED AND

THE FIRE/SMOKE RATING REQUIRED. ASSEMBLIES MUST BE UL-LISTED FOR

INSTALLATION IN THE ASSEMBLY AND MUST BE INSTALLED SUCH THAT THE

FIRE/SMOKE RATING IS NOT COMPROMISED. REFER TO MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS FOR PENETRATIONS THAT MAY NOT

BE SHOWN HERE.

LIFE SAFETY GENERAL NOTES

EGRESS PATH

COMMON PATH

EGRESS IDENTIFICATION

CAPACITYCLR

EXTERIOR

EXIT

XX" ###

EXIT

IDENTIFICATION

EGRESS CLEAR

WIDTH

EGRESS CAPACITY

LIFE SAFETY LEGEND

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER CABINET

FIRE BLANKET CABINET

EMERGENCY RESPONSE REFERENCE

CONTROLLED ACCESS - ALWAYS

UNLOCKED IN DIRECTION OF EGRESS

KNOX BOX

DELAYED EGRESS W/ ALARM

CA

DE

KB

FEB

FEC

FBC

AUTHORITY HAVING JURISDICTION: 934th BASE CIVIL ENGINEER

APPLICABLE CODES AND CRITERIA:

• 2018 INTERNATIONAL BUILDING CODE

• 2018 NFPA 101 LIFE SAFETY CODE

• 2017 NATIONAL ELECTRIC CODE

• 2018 INTERNATIONAL PLUMBING CODE

• 2008 DOD ABA MEMORANDUM - ACCESS FOR PEOPLE WITH DISABILITIES

• UFC 1-200-01 DOD BUILDING CODE - GENERAL BUILDING REQUIREMENTS

• UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES

• UFC 3-101-01 ARCHITECTURE

• UFC 3-110-03 ROOFING

• UFC 3-120-10 INTERIOR DESIGN

• UFC 3-401-01 MECHANICAL ENGINEERING

• UFC 3-501-01 ELECTRICAL ENGINEERING

• UFC 3-520-01 INTERIOR ELECTRICAL SYSTEMS

• UFC 3-530-01 INTERIOR AND EXTERIOR LIGHTING SYSTEMS

• UFC 4-010-01 DOD MIN ANTITERRORISM STANDARDS

OCCUPANCY CLASSIFICATION (IBC 2018):

• BUSINESS

• KITCHEN

• STAGE

• ASSEMBLY

• STORAGE

CONSTRUCTION TYPE (IBC 2018)

• VB

FULLY SPRINKLERED (UFC 3-600-1 AND NFPA 13)

FIRE EXTINGUISHERS (NFPA 101 - 38.3.5 FOR BUSINESS OCCUPANCY, UFC 3-600-1

FOR STORAGE OCCUPANCY)

MECH

B001

MECH

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K

J

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B

E

C H

E C

K E

D B

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

CERTIFICATION AND SIGNATURE

UNCLASSIFIED // FOUO

UNCLASSIFIED // FOUO

M

IN

N E

A P

O L

IS

A

IR

R E

S E

R V

E S

T A

T

IO

N M

IN

N

E A

P O

L

IS

M

N

F G

I/ B

R J

V

G-005

B A

S E

M E

N T

F L O

O R

L

IF

E S

A F

E T

Y th

R e p a ir C o m m u n it y A c ti v it y C e n te r (C

A C

B ld g

J M

S

C M

W /S

M M

E L C

/0

/2

FINAL 100% SUBMITTAL - FOR CONSTRUCTION

BUILDING HEIGHT = 19'-6"

ALLOWABLE HEIGHT = 60'-0"

AREA TOTAL = 24,277 SF

AREA ALLOWED = 25,350 SF PER STORY

LOWER 434 SF 0 SF 434 SF

GROUND 24,277 SF 0 SF 24,277 SF

FLOOR EXISTING NEW TOTAL

AGGREGATE FLOOR AREAS (per TABLE 503):

AREA AND HEIGHT REQUIREMENTS:

3/32" = 1'-0"A1

BASEMENT FLOOR LIFE SAFETY PLAN NORTH

PLAN

0 84 16

SERVICE SINKS 1

DRINKING FOUNTAINS 3

LAVATORIES 6 6

URINALS 3 N/A

WATER CLOSETS 10 10

FIXTURE MALE FEMALE

PLUMBING CODE REVIEW

REQUIRED # OF EXITS

(PER NFPA 7.4.1.2)

> 1,000 OCCUPANTS = 4 EXITS

MIN

7 EXIT(S) PROVIDED

DEAD-END CORRIDOR

(PER NFPA 101 TABLE A.7.6

SECTION 38.2.5.2.1) 20'-0" MAXIMUM N/A

TRAVEL DISTANCE

(PER NFPA 101 TABLE A.7.6

AND SECTION 38.2.6.3)

250'-0" MAXIMUM DISTANCE 139'-0" MAXIMUM DISTANCE

COMMON PATH OF TRAVEL

(PER NFPA 101 TABLE A.7.6

AND SECTION 38.2.5.3.1) 20'-0"/75'-0" MAXIMUM

(>50 PERSONS/<50 PERSONS)

48'-3" MAXIMUM

EGRESS WIDTH

(PER NFPA 101 TABLE

7.3.3.1)

EXIT DOORS = 33"/(0.20) = 165

PPL

EXIT DOORS = 69"/(0.20) = 365

PPL

EXIT DOORS = 787 PPL (.20) = 158"

MEANS OF EGRESS CAPACITY

REQUIRED

OCCUPANT LOAD

(per NFPA TABLE 7.3.1.2)

BUSINESS = 150 GROSS

KITCHENS = 100 GROSS

STAGE = 15 NET

ASSEMBLY

(UNCONCENTRATED) = 15 NET

ASSEMBLY (STANDING SPACE)

= 5 NET

MECHANICAL / STORAGE = 500

GROSS

BUSINESS = 5,912 GSF/150 = 40 PPL

KITCHENS = 4,666 GSF/100 = 47 PPL

STAGE = 230 NET/ 15 = 16 PPL

ASSEMBLY (LESS CONCENTRATED) =

7,702 NET/ 15 = 514 PPL

ASSEMBLY (CONCENTRATED) = 1,132

NET/ 7= 162 PPL

STORAGE = 3,785 GSF/500 = 8 PPL

TOTAL OCCUPANCY = 787 PEOPLE

GROSS MEASURED AREA

(INTERIOR FACE WALLS)

N/A 23,427 SF

GROSS BUILDING AREA

(OUTSIDE FACE WALLS)

25,350 SF 24,277 SF

EGRESS INFORMATION ALLOWABLE ACTUAL

2. REFER TO PARTITION TYPES FOR FURTHER FIRE SEPARATION

REQUIREMENTS.

3. ALL FIRE RATED ASSEMBLIES MUST BE INSTALLED IN STRICT ACCORDANCE

WITH TESTED ASSEMBLIES INDICATED.

4. WHERE A RATING HAS BEEN GIVEN TO AN EXISTING WALL, ALL PENETRATIONS

(EXISTING OR NEW) MUST BE SEALED AND PROPERLY FIREPROOFED PER

THAT RATING REQUIREMENT

5. EXTEND FIRE RATED PARTITIONS, BARRIERS, AND OTHER SEPARATIONS TO

BOTTOM OF ROOF/FLOOR DECK ABOVE (OR AS DIRECTED BY UL ASSEMBLY)

AND TO EXTERIOR WALL. SEAL JOINT BETWEEN EDGES OF PARTITION WITH

FIRE RATED SEALANT AND/OR INTUMESCENT ASSEMBLY.

6. ALL PENETRATIONS OF FIRE-RATED ASSEMBLIES MUST BE FIRE-SEALED IN

ACCORDANCE WITH APPROVED MANUFACTURER'S DETAIL FOR LOCATION,

TYPE OF CONSTRUCTION, PENETRATING ITEM AND RATING REQUIRED.

7. ALL DUCTWORK, DIFFUSERS, GRILLES, LIGHT FIXTURES, AND ELECTRICAL

DEVICES PENETRATING FIRE-RATED OR SMOKE RESISTANT WALLS, CEILINGS,

AND FLOORS MUST HAVE THE APPROPRIATE TYPE OF FIRE/SMOKE DAMPER IN

ACCORDANCE WITH THE TYPE OF CONSTRUCTION BEING PENETRATED AND

THE FIRE/SMOKE RATING REQUIRED. ASSEMBLIES MUST BE UL-LISTED FOR

INSTALLATION IN THE ASSEMBLY AND MUST BE INSTALLED SUCH THAT THE

FIRE/SMOKE RATING IS NOT COMPROMISED. REFER TO MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS FOR PENETRATIONS THAT MAY NOT

BE SHOWN HERE.

LIFE SAFETY GENERAL NOTESOCCUPANCY LEGEND

ASSEMBLY (STANDING SPACE)

ASSEMBLY (UNCONCENTRATED)

BUSINESS

KITCHEN

MECH/ STORAGE

STAGE

BALLROOM B

STAGE

BALLROOM A

BALLROOM C

WOMEN

MEN

FOYER

VEST

VEST

CASHIER

COATS

OFFICE

WOMEN

MEN

JAN

STORAGE

DELIVERY

SOILED LINEN

CLOSET

15A

STOR

FOOD PREP

BUYER

STOR

CLEAN LINEN

CORR

SERVING

FAST FOOD

COOKING

DISHWASH

POTS AND

PANS

TRASH

ELEC

STORAGE

39 EMPL

KITCHEN

POT AND PAN

STORAGE

POTS AND

PANS

OFFICE

SALAD

CORR

SOUTH

DINING ROOM

OFFICE

STORAGE

FOOD PREP

JAN

WOMEN

MEN

VEST

VEST

LOBBY

MECH

STAIR

STOR

STOR

DISHWASHING

SERVING

LOBBY

NORTH

DINING ROOM

DISH RETURN

LOUNGE

BAR

CORR

CORR

STORAGE

VEST

STORAGE

61 UNISEX

CORR

CORR

CORR

CORR

RR

STOR

STOR

BAR

DANCE

FLOOR

SERVING LINE

1 3 4 5 6 7 9 102 8

A

B

C

D

E

F

G

H

K

J

AUTHORITY HAVING JURISDICTION: 934th BASE CIVIL ENGINEER

APPLICABLE CODES AND CRITERIA:

• 2018 INTERNATIONAL BUILDING CODE

• 2018 NFPA 101 LIFE SAFETY CODE

• 2017 NATIONAL ELECTRIC CODE

• 2018 INTERNATIONAL PLUMBING CODE

• 2008 DOD ABA MEMORANDUM - ACCESS FOR PEOPLE WITH DISABILITIES

• UFC 1-200-01 DOD BUILDING CODE - GENERAL BUILDING REQUIREMENTS

• UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES

• UFC 3-101-01 ARCHITECTURE

• UFC 3-110-03 ROOFING

• UFC 3-120-10 INTERIOR DESIGN

• UFC 3-401-01 MECHANICAL ENGINEERING

• UFC 3-501-01 ELECTRICAL ENGINEERING

• UFC 3-520-01 INTERIOR ELECTRICAL SYSTEMS

• UFC 3-530-01 INTERIOR AND EXTERIOR LIGHTING SYSTEMS

• UFC 4-010-01 DOD MIN ANTITERRORISM STANDARDS

OCCUPANCY CLASSIFICATION (IBC 2018):

• BUSINESS

• KITCHEN

• STAGE

• ASSEMBLY

• STORAGE

CONSTRUCTION TYPE (IBC 2018)

• VB

FULLY SPRINKLERED (UFC 3-600-1 AND NFPA 13)

FIRE EXTINGUISHERS (NFPA 101 - 38.3.5 FOR BUSINESS OCCUPANCY, UFC 3-600-1

FOR STORAGE OCCUPANCY)

EGRESS PATH

COMMON PATH

EGRESS IDENTIFICATION

CAPACITYCLR

EXTERIOR

EXIT

XX" ###

EXIT

IDENTIFICATION

EGRESS CLEAR

WIDTH

EGRESS CAPACITY

LIFE SAFETY LEGEND

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER CABINET

FIRE BLANKET CABINET

EMERGENCY RESPONSE REFERENCE

CONTROLLED ACCESS - ALWAYS

UNLOCKED IN DIRECTION OF EGRESS

KNOX BOX

DELAYED EGRESS W/ ALARM

CA

DE

KB

FEB

FEC

FBC

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B

E

C H

E C

K E

D B

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

CERTIFICATION AND SIGNATURE

UNCLASSIFIED // FOUO

UNCLASSIFIED // FOUO

M

IN

N E

A P

O L

IS

A

IR

R E

S E

R V

E S

T A

T

IO

N M

IN

N

E A

P O

L

IS

M

N

F G

I/ B

R J

V

G-006

F

IR

S T

F L O

O R

O C

C U

P A

N C

Y th

R e p a ir C o m m u n it y A c ti v it y C e n te r (C

A C

B ld g

J M

S

C M

W /S

M M

E L C

/0

/2

FINAL 100% SUBMITTAL - FOR CONSTRUCTION

3/32" = 1'-0"A1

FIRST FLOOR LIFE SAFETY PLAN NORTH

PLAN

0 84 16

BUILDING HEIGHT = 19'-6"

ALLOWABLE HEIGHT = 60'-0"

AREA TOTAL = 24,277 SF

AREA ALLOWED = 25,350 SF PER STORY

LOWER 434 SF 0 SF 434 SF

GROUND 24,277 SF 0 SF 24,277 SF

FLOOR EXISTING NEW TOTAL

AGGREGATE FLOOR AREAS (per TABLE 503):

AREA AND HEIGHT REQUIREMENTS:

SERVICE SINKS 1

DRINKING FOUNTAINS 3

LAVATORIES 6 6

URINALS 3 N/A

WATER CLOSETS 10 10

FIXTURE MALE FEMALE

PLUMBING CODE REVIEW

REQUIRED # OF EXITS

(PER NFPA 7.4.1.2)

> 1,000 OCCUPANTS = 4 EXITS

MIN

7 EXIT(S) PROVIDED

DEAD-END CORRIDOR

(PER NFPA 101 TABLE A.7.6

SECTION 38.2.5.2.1) 20'-0" MAXIMUM N/A

TRAVEL DISTANCE

(PER NFPA 101 TABLE A.7.6

AND SECTION 38.2.6.3)

250'-0" MAXIMUM DISTANCE 139'-0" MAXIMUM DISTANCE

COMMON PATH OF TRAVEL

(PER NFPA 101 TABLE A.7.6

AND SECTION 38.2.5.3.1) 20'-0"/75'-0" MAXIMUM

(>50 PERSONS/<50 PERSONS)

48'-3" MAXIMUM

EGRESS WIDTH

(PER NFPA 101 TABLE

7.3.3.1)

EXIT DOORS = 33"/(0.20) = 165

PPL

EXIT DOORS = 69"/(0.20) = 365

PPL

EXIT DOORS = 787 PPL (.20) = 158"

MEANS OF EGRESS CAPACITY

REQUIRED

OCCUPANT LOAD

(per NFPA TABLE 7.3.1.2)

BUSINESS = 150 GROSS

KITCHENS = 100 GROSS

STAGE = 15 NET

ASSEMBLY

(UNCONCENTRATED) = 15 NET

ASSEMBLY (STANDING SPACE)

= 5 NET

MECHANICAL / STORAGE = 500

GROSS

BUSINESS = 5,912 GSF/150 = 40 PPL

KITCHENS = 4,666 GSF/100 = 47 PPL

STAGE = 230 NET/ 15 = 16 PPL

ASSEMBLY (LESS CONCENTRATED) =

7,702 NET/ 15 = 514 PPL

ASSEMBLY (CONCENTRATED) = 1,132

NET/ 7= 162 PPL

STORAGE = 3,785 GSF/500 = 8 PPL

TOTAL OCCUPANCY = 787 PEOPLE

GROSS MEASURED AREA

(INTERIOR FACE WALLS)

N/A 23,427 SF

GROSS BUILDING AREA

(OUTSIDE FACE WALLS)

25,350 SF 24,277 SF

UP

MECH

B001

MECH

B002

STAIR

OCCUPANCY LEGEND

MECH/ STORAGE

1 3 4 5 6 7 9 102 8

A

B

C

D

E

F

G

H

K

J

1. REFER TO ELECTRICAL DRAWINGS FOR FIRE ALARM NOTIFICATION AND

EMERGENCY EGRESS LIGHTING LOCATIONS.

2. REFER TO PARTITION TYPES FOR FURTHER FIRE SEPARATION

REQUIREMENTS.

3. ALL FIRE RATED ASSEMBLIES MUST BE INSTALLED IN STRICT ACCORDANCE

WITH TESTED ASSEMBLIES INDICATED.

4. WHERE A RATING HAS BEEN GIVEN TO AN EXISTING WALL, ALL PENETRATIONS

(EXISTING OR NEW) MUST BE SEALED AND PROPERLY FIREPROOFED PER

THAT RATING REQUIREMENT

5. EXTEND FIRE RATED PARTITIONS, BARRIERS, AND OTHER SEPARATIONS TO

BOTTOM OF ROOF/FLOOR DECK ABOVE (OR AS DIRECTED BY UL ASSEMBLY)

AND TO EXTERIOR WALL. SEAL JOINT BETWEEN EDGES OF PARTITION WITH

FIRE RATED SEALANT AND/OR INTUMESCENT ASSEMBLY.

6. ALL PENETRATIONS OF FIRE-RATED ASSEMBLIES MUST BE FIRE-SEALED IN

ACCORDANCE WITH APPROVED MANUFACTURER'S DETAIL FOR LOCATION,

TYPE OF CONSTRUCTION, PENETRATING ITEM AND RATING REQUIRED.

7. ALL DUCTWORK, DIFFUSERS, GRILLES, LIGHT FIXTURES, AND ELECTRICAL

DEVICES PENETRATING FIRE-RATED OR SMOKE RESISTANT WALLS, CEILINGS,

AND FLOORS MUST HAVE THE APPROPRIATE TYPE OF FIRE/SMOKE DAMPER IN

ACCORDANCE WITH THE TYPE OF CONSTRUCTION BEING PENETRATED AND

THE FIRE/SMOKE RATING REQUIRED. ASSEMBLIES MUST BE UL-LISTED FOR

INSTALLATION IN THE ASSEMBLY AND MUST BE INSTALLED SUCH THAT THE

FIRE/SMOKE RATING IS NOT COMPROMISED. REFER TO MECHANICAL,

ELECTRICAL, AND PLUMBING DRAWINGS FOR PENETRATIONS THAT MAY NOT

BE SHOWN HERE.

LIFE SAFETY GENERAL NOTES

AUTHORITY HAVING JURISDICTION: 934th BASE CIVIL ENGINEER

APPLICABLE CODES AND CRITERIA:

• 2018 INTERNATIONAL BUILDING CODE

• 2018 NFPA 101 LIFE SAFETY CODE

• 2017 NATIONAL ELECTRIC CODE

• 2018 INTERNATIONAL PLUMBING CODE

• 2008 DOD ABA MEMORANDUM - ACCESS FOR PEOPLE WITH DISABILITIES

• UFC 1-200-01 DOD BUILDING CODE - GENERAL BUILDING REQUIREMENTS

• UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES

• UFC 3-101-01 ARCHITECTURE

• UFC 3-110-03 ROOFING

• UFC 3-120-10 INTERIOR DESIGN

• UFC 3-401-01 MECHANICAL ENGINEERING

• UFC 3-501-01 ELECTRICAL ENGINEERING

• UFC 3-520-01 INTERIOR ELECTRICAL SYSTEMS

• UFC 3-530-01 INTERIOR AND EXTERIOR LIGHTING SYSTEMS

• UFC 4-010-01 DOD MIN ANTITERRORISM STANDARDS

OCCUPANCY CLASSIFICATION (IBC 2018):

• BUSINESS

• KITCHEN

• STAGE

• ASSEMBLY

• STORAGE

CONSTRUCTION TYPE (IBC 2018)

• VB

FULLY SPRINKLERED (UFC 3-600-1 AND NFPA 13)

FIRE EXTINGUISHERS (NFPA 101 - 38.3.5 FOR BUSINESS OCCUPANCY, UFC 3-600-1

FOR STORAGE OCCUPANCY)

EGRESS PATH

COMMON PATH

EGRESS IDENTIFICATION

CAPACITYCLR

EXTERIOR

EXIT

XX" ###

EXIT

IDENTIFICATION

EGRESS CLEAR

WIDTH

EGRESS CAPACITY

LIFE SAFETY LEGEND

FIRE EXTINGUISHER BRACKET

FIRE EXTINGUISHER CABINET

FIRE BLANKET CABINET

EMERGENCY RESPONSE REFERENCE

CONTROLLED ACCESS - ALWAYS

UNLOCKED IN DIRECTION OF EGRESS

KNOX BOX

DELAYED EGRESS W/ ALARM

CA

DE

KB

FEB

FEC

FBC

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B

E

C H

E C

K E

D B

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

CERTIFICATION AND SIGNATURE

UNCLASSIFIED // FOUO

UNCLASSIFIED // FOUO

M

IN

N E

A P

O L

IS

A

IR

R E

S E

R V

E S

T A

T

IO

N M

IN

N

E A

P O

L

IS

M

N

F G

I/ B

R J

V

G-007

B A

S E

M E

N T

O C

C U

P A

N C

Y th

R e p a ir C o m m u n it y A c ti v it y C e n te r (C

A C

B ld g

J M

S

C M

W /S

M M

E L C

/0

/2

FINAL 100% SUBMITTAL - FOR CONSTRUCTION

3/32" = 1'-0"A1

BASEMENT FLOOR LIFE SAFETY PLAN

BUILDING HEIGHT = 19'-6"

ALLOWABLE HEIGHT = 60'-0"

AREA TOTAL = 24,277 SF

AREA ALLOWED = 25,350 SF PER STORY

LOWER 434 SF 0 SF 434 SF

GROUND 24,277 SF 0 SF 24,277 SF

FLOOR EXISTING NEW TOTAL

AGGREGATE FLOOR AREAS (per TABLE 503):

AREA AND HEIGHT REQUIREMENTS:

NORTH

PLAN

0 84 16

SERVICE SINKS 1

DRINKING FOUNTAINS 3

LAVATORIES 6 6

URINALS 3 N/A

WATER CLOSETS 10 10

FIXTURE MALE FEMALE

PLUMBING CODE REVIEW

REQUIRED # OF EXITS

(PER NFPA 7.4.1.2)

> 1,000 OCCUPANTS = 4 EXITS

MIN

7 EXIT(S) PROVIDED

DEAD-END CORRIDOR

(PER NFPA 101 TABLE A.7.6

SECTION 38.2.5.2.1) 20'-0" MAXIMUM N/A

TRAVEL DISTANCE

(PER NFPA 101 TABLE A.7.6

AND SECTION 38.2.6.3)

250'-0" MAXIMUM DISTANCE 139'-0" MAXIMUM DISTANCE

COMMON PATH OF TRAVEL

(PER NFPA 101 TABLE A.7.6

AND SECTION 38.2.5.3.1) 20'-0"/75'-0" MAXIMUM

(>50 PERSONS/<50 PERSONS)

48'-3" MAXIMUM

EGRESS WIDTH

(PER NFPA 101 TABLE

7.3.3.1)

EXIT DOORS = 33"/(0.20) = 165

PPL

EXIT DOORS = 69"/(0.20) = 365

PPL

EXIT DOORS = 787 PPL (.20) = 158"

MEANS OF EGRESS CAPACITY

REQUIRED

OCCUPANT LOAD

(per NFPA TABLE 7.3.1.2)

BUSINESS = 150 GROSS

KITCHENS = 100 GROSS

STAGE = 15 NET

ASSEMBLY

(UNCONCENTRATED) = 15 NET

ASSEMBLY (STANDING SPACE)

= 5 NET

MECHANICAL / STORAGE = 500

GROSS

BUSINESS = 5,912 GSF/150 = 40 PPL

KITCHENS = 4,666 GSF/100 = 47 PPL

STAGE = 230 NET/ 15 = 16 PPL

ASSEMBLY (LESS CONCENTRATED) =

7,702 NET/ 15 = 514 PPL

ASSEMBLY (CONCENTRATED) = 1,132

NET/ 7= 162 PPL

STORAGE = 3,785 GSF/500 = 8 PPL

TOTAL OCCUPANCY = 787 PEOPLE

GROSS MEASURED AREA

(INTERIOR FACE WALLS)

N/A 23,427 SF

GROSS BUILDING AREA

(OUTSIDE FACE WALLS)

25,350 SF 24,277 SF

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX XXXXXXXX

X

X

X

X

X

X

X

X X

X X

X X

X

X XX X X X X

X

X XX X X X X X X X X X

X XX X

X X

X XX

5th STREET WORK BOUNDARY

CONTRACTOR'S LAYDOWN AREA 'A'

SECURITY FENCEFLIGHT LINE AREA

WORK BOUNDARY

SECURITY FENCE

ADJACENT SITE BUILDINGS

MILITARY HIGHWAY

A P

O L

L O

A V

E N

U E

ALTERNATE

LAYDOWN AREA 'B'

LEGEND

1. CONTRACTOR MUST COORDINATE MOVEMENT OF CONSTRUCTION EQUIPMENT

ONTO AND WITHIN THE SITE. COORDINATION MUST BE REVIEWED PRIOR TO THE

NEXT DAY’S WORK WITH THE CONTRACTING OFFICER OR DESIGNATED

REPRESENTATIVE.

2. PROJECT IDENTIFICATION SIGN AND DELIVERY DIRECTIONAL SIGNS MUST BE

LOCATED BY THE GOVERNMENT. COORDINATE WITH THE CONTRACTING

OFFICER PRIOR TO PLACEMENT.

3. POTENTIAL LAYDOWN OPTIONS ARE SHOWN DUE TO ADJACENT CONSTRUCTION

COMMENCING PRIOR TO THIS PROJECT. SIZE AND FINAL LOCATION MUST BE

COORDINATED WITH THE CONTRACTING OFFICER.

GENERAL NOTES

SHEET ID

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B

E

C H

E C

K E

D B

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

CERTIFICATION AND SIGNATURE

UNCLASSIFIED // FOUO

UNCLASSIFIED // FOUO

M

IN

N E

A P

O L

IS

A

IR

R E

S E

R V

E S

T A

T

IO

N M

IN

N

E A

P O

L

IS

M

N

F G

I/ B

R J

V

G-008

S

IT

E P

L A

N th

R e p a ir C o m m u n it y A c ti v it y C e n te r (C

A C

B ld g

J M

S

C M

W /S

M M

E L C

/0

/2

FINAL 100% SUBMITTAL - FOR CONSTRUCTION

1" = 40'-0"A1

SITE PLAN NORTH

PLAN

0 84 16 CERTIFICATION AND SIGNATURE

1 3 4 5 6 7 9 102 8

B

C

D

E

F

G

H

K

J

LOUNGE

WOMEN

CORR

4VEST

VEST

FOYER

CASHIER

VEST

CORR

STORAGE

COATS

OFFICE

WOMEN

MEN

JAN

STORAGE

DELIVERY

SOILED LINEN

STOR

STOR

CLEAN LINEN

BUYER

ELEC

TRASH

MECH

SOUTH

DINING ROOM

MEN

WOMEN

JAN

DISHWASHING

STOR

STOR

UNISEX

STORAGE

OFFICE

STAIR

81 STORAGE

POT AND PAN

STORAGE

BAR

CORR

SERVING

FAST FOOD

COOKING

FOOD PREP

STORAGE

POTS AND PANS

DISHWASH

EMPL

RR

CORR

KITCHEN

POTS AND PANS

LOBBY

VEST

VEST

CORR

BALLROOM A

STOR

STOR

BALLROOM B

BALLROOM C

BAR

CORR

STAGE

CORR

SALAD

SERVING

LOBBY

B

B

-1

06-1

MEN

-1

-1

-1

-1

DANCE FLOOR

PHASE 1

PHASE 1

OPTIONAL

PHASE 2

1. THIS PHASING DRAWING IS PROVIDED TO DEMONSTRATE THE INTENT FOR

KEEPING BUILDING OPERATIONS ACTIVE AND INDICATE GENERAL SEPARATION

AREAS FROM OCCUPIED PORTIONS OF THE BUILDING. ADJACENT SPACES

NOT IN THE WORK AREA WILL BE OCCUPIED DURING CONSTRUCTION AND

MUST REMAIN FULLY OPERATIONAL. KITCHEN AREAS WHICH ARE NOT PARTOF

THE PHASE OF WORK, MUST ALSO REMAIN FULLY OPERATIONAL.

2. MAINTAIN USER ACCESS AND MEANS OF EGRESS THROUGH EXISTING

CORRIDORS AND MAINTAIN EXISTING NEGATIVE AND POSITIVE PRESSURE AS

REQUIRED. CONTRACTOR MUST TAKE PRECAUTIONS AS TO NOT DISTURB

OPERATIONS DURING NORMAL OPERATING HOURS.

3. CONSTRUCTION PHASING IS THE RESPONSIBILITY OF THE CONTRACTOR. THE

CONTRACTOR MUST SUBMIT PROPOSED PHASING PLANS WITH A DETAILED

CONSTRUCTION SCHEDULE FOR REVIEW AND APPROVAL BY THE

CONTRACTING OFFICER PRIOR TO BEGINNING WORK.

4. PROVIDE CONTINUOUS EXHAUST TO THE EXTERIOR TO MAINTAIN NEGATIVE

PRESSURE IN THE CONSTRUCTION AREA.

5. CONTRACTOR MUST PREPARE AND SUBMIT A SAFETY PLAN DEMONSTRATING

COMPLIANCE WITH ALL APPLICABLE BUILDING CODES, LIFE SAFETY CODES

AND BASE SPECIFIC REQUIREMENTS TO THE CONTRACTING OFFICER FOR

APPROVAL PRIOR TO THE BEGINNING OF WORK ACTIVITIES.

6. CONTRACTOR MUST PROVIDE TEMPORARY CONSTRUCTION BARRIERS TO

ENCLOSE THE CONSTRUCTION AREA AND THESE BARRIERS MUST BE

INSTALLED PRIOR TO THE START OF PHASE WORK. TEMPORARY BARRIERS

MUST MEET ALL APPLICABLE FIRE AND LIFE SAFETY CODES.

7. TEMPORARY SERVICE SHUT OFFS AND HOURS OF OPERATION MUST BE

COORDINATED WITH THE CONTRACTING OFFICER PRIOR TO ALL ACTIVITIES.

8. CONTRACTOR MUST FIELD VERIFY THE LOCATION OF EXISTING UTILITIES

WITHIN THE LIMITS OF CONSTRUCTION. THE CONTRACTOR MUST EXERCISE

CAUTION TO AVOID DAMAGE TO EXISTING UTILITIES.

9. CONTRACTOR MUST COORDINATE OUTAGES OF FIRE SPRINKLER AND FIRE

ALARM SYSTEMS WITH THE CONTRACTING OFFICER AND THE AUTHORITY

HAVING JURISDICTION (AHJ), AND MUST PROVIDE APPROVED FIRE WATCH

SERVICE AT TIMES AND LOCATIONS AS REQUIRED BY THE AHJ.

10. ALL FACILITY CONTROLS UPGRADES MUST BE PERFORMED AS PART OF A

SINGLE PHASE. CONTRACTOR MUST COORDINATE POTENTIAL FACILITY-WIDE

SYSTEM DOWNTIME WITH FACILITY MANAGEMENT.

11. HEATING HOT WATER PUMPS REPLACEMENT AND ASSOCIATED FACILITY-WIDE

HEATING SYSTEM DOWNTIME MUST BE COORDINATED WITH FACILITY

MANAGEMENT.

12. ALL CONSTRUCTION ASSOCIATED WITH THE AHU-4 SYSTEM INCLUDING ITS

ASSOCIATED DUCTWORK AND CONTROLS MODIFICATIONS MUST BE

PERFORMED AS PART OF A SINGLE PHASE.

PHASING SHEET NOTES

PHASE 1

PHASE 1 OPTIONAL

PHASE 2

PHASING PLAN LEGEND

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FINAL 100% SUBMITTAL - FOR CONSTRUCTION

3/32" = 1'-0"A1

PHASING FLOOR PLAN

NORTH

PLAN

0 84 16 CERTIFICATION AND SIGNATURE

1. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE

TYPICAL AND MUST BE CONSTRUED TO APPLY TO SIMILAR CONDITIONS

ELSEWHERE.

2. THESE NOTES MUST BE READ IN CONJUNCTION WITH THE SPECIFICATIONS AND

THE DRAWINGS. IN THE EVENT OF A CONFLICT, NOTIFY THE ENGINEER FOR

CLARIFICATION.

3. THE CONTRACTOR MUST HAVE SOLE RESPONSIBILITY FOR DETERMINING THE

MEANS, METHODS, SEQUENCES, AND SAFETY PROCEDURES USED IN

PERFORMING THE WORK. SHOULD THE ENGINEER VISIT THE SITE, IT IS IN THE

CAPACITY AS ENGINEER AND NOT IN THE CAPACITY OF A CONTRACTOR.

4. REQUESTS FOR INFORMATION MUST BE SUBMITTED TO THE ENGINEER UNLESS

OTHERWISE NOTED.

5. THE CONTRACTOR IS TO ASSUME FULL RESPONSIBILITY, UNRELIEVED BY REVIEW

OF SHOP DRAWINGS OR PERIODIC OBSERVATIONS, FOR COMPLIANCE WITH THE

CONTRACT DOCUMENTS.

6. THE EXISTING CONDITIONS INDICATED ON THE DRAWINGS ARE BASED ON

SURVEYS AS WELL AS ON MATERIAL PROVIDED BY THE OWNER AND NO CLAIM IS

MADE AS TO ITS ABSOLUTE COMPLETENESS AND/OR ACCURACY PRIOR TO THE

START OF CONSTRUCTION OPERATIONS.

7. WHERE NEW CONSTRUCTION ABUTS OR INTEGRATES WITH EXISTING

CONSTRUCTION, THE CONTRACTOR MUST VERIFY THAT THE EXISTING

CONDITIONS AND DIMENSIONS ARE CLOSE TO THOSE THAT HAVE BEEN ASSUMED.

IF THERE ARE ANY VARIANCES THAT WILL PREVENT THE WORK FROM BEING

COMPLETED IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, THEY MUST

BE REPORTED TO THE ENGINEER IMMEDIATELY UPON DISCOVERY. THE ENGINEER

MUST ADVISE THE CONTRACTOR AS TO THE NECESSARY MODIFICATIONS.

8. THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY OF ANY

DISCREPANCIES BETWEEN CONSTRUCTION DOCUMENTS AND ACTUAL FIELD

CONDITIONS.

9. SEE ARCHITECTURAL DRAWINGS FOR:

• SIZE AND LOCATION OF STOREFRONT SYSTEMS, DOOR, AND WINDOW

OPENINGS, EXCEPT AS SHOWN OR NOTED.

• FLOOR AND ROOF FINISHES, DRAINAGE, AND WATERPROOFING

• FIREPROOFING REQUIREMENTS INCLUDING FIREPROOFING OF

STRUCTURAL STEEL

• DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.

10. SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR:

• PIPE RUNS, SLEEVES, TRENCHES, WALL AND SLAB OPENINGS, ETC.,

EXCEPT AS SHOWN OR NOTED.

• ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.

• CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL, OR PLUMBING

FIXTURES.

11. OPENINGS, POCKETS, ETC., LARGER THAN 6" MUST NOT BE PLACED IN CONCRETE

SLABS, DECKS, WALLS, UNLESS SPECIALLY DETAILED ON THE STRUCTURAL

DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS

SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE

STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS.

12. CONSTRUCTION MATERIAL MUST BE SPREAD OUT IF PLACED ON FRAMED ROOF

OR FLOOR. LOAD MUST NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.

THE CONTRACTOR MUST DESIGN AND PROVIDE ADEQUATE SHORING AND/OR

BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.

13. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE

DESIGN INTENT FOR THE FINISHED STRUCTURE. THEY DO NOT INDICATE MEANS

OR METHODS OF CONSTRUCTION. THE CONTRACTOR MUST PROVIDE ALL

MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION.

SUCH MEASURES MUST INCLUDE, BUT ARE NOT LIMITED TO, BRACING, SHORING

FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE CONTRACTOR IS

RESPONSIBLE FOR PROVISIONS OF TEMPORARY SHORING AND OTHER

CONSTRUCTION AIDS, INCLUDING ALL ENGINEERING OF SUCH SYSTEMS, FOR

TEMPORARY SUPPORT OF NEW AND/OR EXISTING STRUCTURAL ELEMENTS AS

REQUIRED FOR ERECTION AND OTHER CONTRACTOR'S MEANS AND METHODS OF

CONSTRUCTION, UNLESS NOTED OTHERWISE. OBSERVATION VISITS TO THE SITE

BY THE STRUCTURAL ENGINEER MUST NOT INCLUDE INSPECTION OF THE ABOVE

ITEMS.

1. THE STRUCTURAL ENGINEERING DESIGN IS BASED ON AND IN ACCORDANCE WITH

THE FOLLOWING CODE:

INTERNATIONAL BUILDING CODE - 2018; UFC 3-301-01

2. UNLESS OTHERWISE SHOWN OR NOTED ON THE DRAWINGS, THE STRUCTURAL

DESIGN IS BASED ON THE FOLLOWING TYPICAL UNIFORM LOADS:

DEAD LOADS ROOF = 20 PSF

LIVE LOADS ROOF = 20 PSF

SNOW LOADS Pg = 50 PSF Pf = 40 PSF (AT LOW-SLOPE ROOFS)

Ps = 47 PSF (AT COLD ATTIC PITCHED ROOFS) Ce = 1.0 I = 1.1 Ct = 1.0 (AT LOW-SLOPE ROOFS)

= 1.2 (AT COLD ATTIC PITCHED ROOFS)

WIND DESIGN DATA V (ULT) = 117 MPH

EXPOSURE CATEGORY = C

GCpi = (+/-) 0.18

COMPONENTS AND CLADDING

EFFECTIVE ULTIMATE

ZONE WIND AREA (SF) WIND PRESSURE (PSF)

1 10 = +19.7/-45.0 20 = +18.2/-43.5 50 = +16.2/-41.5 100 = +16.0/-40.0

2 10 = +19.7/-60.2 20 = +18.2/-56.4 50 = +16.2/-51.3 100 = +16.0/-47.5

3 10 = +19.7/-72.8 20 = +18.2/-65.2 50 = +16.2/-55.1 100 = +16.0/-47.5

4 10 = +29.8/-32.4 20 = +28.5/-31.0 50 = +26.7/-29.2 100 = +25.4/-27.9 500 = +22.3/-24.8

5 10 = +29.8/-40.0 20 = +28.5/-37.3 50 = +26.7/-33.7 100 = +25.4/-31.0 500 = +22.3/-24.8

EARTHQUAKE DESIGN DATA

I = 1.25

RISK CATEGORY = III

Ss = 0.047 S1 = 0.03

SITE CLASS = D

SDS = 0.050

SD1 = 0.048

SEISMIC DESIGN CATEGORY = A

BASIC SEISMIC-FORCE-

RESISTING SYSTEM = LIGHT FRAMED WOOD WALLS

WITH SHEAR PANELS, OTHER

R = 2 Cs = 0.031 V = 0.031W

ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE

1. ENGINEERED TIMBER CONSTRUCTION DESIGNED IN ACCORDANCE WITH THE

"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" BY THE

NATIONAL FOREST PRODUCTS ASSOCIATION.

2. WOOD BEAMS, HEADERS, RAFTERS, AND OTHER STRUCTURAL WOOD MEMBERS

WHICH ARE 2" TO 4" THICK AND WIDER THAN 6" MUST BE DOUGLAS FIR-LARCH

NO.2 AND HAVE THE FOLLOWING MINIMUM PROPERTIES:

Fb (SINGLE MEMBER USE) . . . . . . . . . . . . . . . . . . . . . 900 PSI Fc (PARALLEL TO GRAIN) . . . . . . . . . . . . . . . . . . . . . . 1350 PSI Fc (PERPENDICULAR TO GRAIN) . . . . . . . . . . . . . . . . 625 PSI Fv . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 180 PSI E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1,600,000 PSI

3. TIMBER CONNECTIONS MUST BE AS SHOWN ON THE DRAWINGS, AND WHEN NOT

DETAILED, MUST CONFORM TO ACCEPTED INDUSTRY STANDARDS SUBJECT TO

THE ENGINEER'S APPROVAL.

1. REINFORCED CONCRETE DESIGNED IN ACCORDANCE WITH THE "BUILDING CODE

REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) BY THE AMERICAN

CONCRETE INSTITUTE.

2. REINFORCING BAR DETAILING, FABRICATING, AND PLACING MUST CONFORM TO

THE CONCRETE REINFORCING STEEL INSTITUTE'S "REINFORCING BAR

DETAILING" AND "PLACING REINFORCING BARS".

3. MINIMUM CONCRETE COMPRESSIVE STRENGTH (F'C) AT 28 DAYS:

FOOTINGS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3000 PSI

FOUNDATION WALLS AND GRADE BEAMS. . . . . . . . . . . 4000 PSI

SLABS ON GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4000 PSI

4. PORTLAND CEMENT MUST CONFORM TO ASTM C-150, TYPE I/II, UNLESS

OTHERWISE NOTED.

5. CONCRETE REINFORCEMENT:

DEFORMED BARS - NEW BILLET STEEL COMPLYING WITH ASTM A615

AND HAVING A MINIMUM YIELD STRENGTH OF 60000 PSI.

6. CONCRETE PROTECTION FOR REINFORCEMENT:

UNLESS OTHERWISE SHOWN THE CLEAR DISTANCE FROM THE FACE OF

CONCRETE TO THE REINFORCING STEEL MUST BE:

CONCRETE POURED AGAINST GROUND (NOTE A) . . . . . . . . . . 3"

CONCRETE POURED AGAINST FORMS (NOTE A, B, C):

#6 BARS OR LARGER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2" SMALLER THAN #6 BARS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1/2"

SLABS POURED TO FORMS:

FORMED SURFACE (NOTE B) . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3/4"

TROWELED SURFACE (NOTE B) . . . . . . . . . . . . . . . . . . . . . . . . . . 1"

SCREEDED SURFACE FOR APPLIED TOPPING . . . . . . . . . . . . . . 3/4"

SLABS POURED ON GRADE:

FROM BOTTOM SURFACE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2"

TROWELED SURFACE (NOTE B) . . . . . . . . . . . . . . . . . . . . . . . . . . 1"

SCREEDED SURFACE FOR APPLIED TOPPING . . . . . . . . . . . . . . 3/4"

(NOTE A) EXCLUDING SLABS POURED ON GRADE.

(NOTE B) INCREASE BY 1/2" IF SURFACE IS TO BE IN PERMANENT

CONTACT WITH GROUND OR WATER.

(NOTE C) USE ONE HALF THE CLEAR DISTANCE SHOWN FOR WEBS OF

CONCRETE JOISTS.

7. UNLESS OTHERWISE SHOWN OR NOTED, SPLICING OF REINFORCING BARS MUST

CONFORM TO THE REQUIREMENTS OF ACI 318.

8. ARRANGE, SPACE, AND SECURELY TIE BARS AND BAR SUPPORTS TO HOLD

REINFORCEMENT IN POSITION DURING CONCRETE PLACEMENT OPERATIONS.

SET WIRE TIES SO ENDS ARE DIRECTED INTO CONCRETE.

9. PROVIDE SUPPORT FOR REINFORCEMENT INCLUDING BOLSTERS, CHAIRS, AND

SPACERS WITH SAND PLATES FOR SUPPORTING AND FASTENING REINFORCING

BARS TO PROVIDE THE CONCRETE COVER INDICATED.

10. ALTERNATE LOCATION OF LAP SPLICE IN WALLS AND SLABS.

11. UNLESS OTHERWISE SHOWN OR NOTED, TOP AND BOTTOM BARS FOR

CONTINUOUS BEAMS MUST BE OF MAXIMUM LENGTH WITH SPLICES LOCATED AT

MIDSPAN FOR TOP BARS AND AT SUPPORTS FOR BOTTOM BARS.

12. USE OF CONSTRUCTION JOINTS AT LOCATIONS OTHER THAN THOSE INDICATED

ON THE DRAWINGS MUST REQUIRE PRIOR APPROVAL OF THE ENGINEER.

13. ALL KEYS FOR CONSTRUCTION JOINTS MUST BE 2" X 4" (NOMINAL) UNLESS

OTHERWISE SHOWN OR NOTED ON THE DRAWINGS.

14. SIZE AND LOCATIONS OF CONCRETE BASES AND EMBEDDED ANCHORAGES FOR

EQUIPMENT MUST BE COORDINATED WITH EQUIPMENT SUPPLIER AND MUST BE

IN ACCORDANCE WITH APPROVED SHOP DRAWINGS.

1. INSPECTIONS AND TESTING SERVICES MUST BE PERFORMED BY AN

INDEPENDENT INSPECTION AND TESTING AGENCY (IES) PROVIDED BY THE

OWNER IN CONFORMANCE WITH CHAPTER 17 OF THE IBC.

2. INSPECTIONS AND TESTING MUST BE PERFORMED FOR, BUT NOT LIMITED TO, THE

FOLLOWING:

A. PERIODIC INSPECTION OF WOOD ROOF TRUSS TIE-DOWN

ATTACHMENT TO WALLS.

1. FARNSWORTH GROUP WILL REVIEW THE GENERAL CONTRACTOR’S SHOP

DRAWINGS AND RELATED SUBMITTALS (AS INDICATED BELOW) WITH RESPECT TO

THE ABILITY OF THE DETAILED WORK, WHEN COMPLETED, TO BE A PROPERLY

FUNCTIONING INTEGRAL ELEMENT OF THE OVERALL STRUCTURAL SYSTEM

DESIGNED BY FARNSWORTH GROUP.

2. PRIOR TO SUBMITTAL OF A SHOP DRAWING OR ANY RELATED MATERIAL TO

FARNSWORTH GROUP, THE GENERAL CONTRACTOR MUST:

A. REVIEW EACH SUBMISSION FOR CONFORMANCE WITH THE MEANS,

METHODS, TECHNIQUES, SEQUENCES, AND OPERATIONS FOR

CONSTRUCTION AND SAFETY PRECAUTIONS AND PROGRAMS

INCIDENTAL THERETO, ALL OF WHICH ARE THE SOLE RESPONSIBILITY

OF THE GENERAL CONTRACTOR.

B. REVIEW AND APPROVE EACH SUBMISSION.

C. STAMP EACH SUBMISSION AS APPROVED.

3. FARNSWORTH GROUP MUST ASSUME THAT NO SUBMISSION COMPRISES A

VARIATION UNLESS THE GENERAL CONTRACTOR ADVISES FARNSWORTH GROUP

WITH WRITTEN DOCUMENTATION.

4. SHOP DRAWINGS AND RELATED MATERIAL (IF ANY) REQUIRED ARE INDICATED

BELOW. SHOULD FARNSWORTH GROUP REQUIRE MORE THAN TEN (10) WORKING

DAYS TO PERFORM THE REVIEW, FARNSWORTH GROUP MUST SO NOTIFY THE

GENERAL CONTRACTOR.

A. CONCRETE DESIGN MIXES AND REINFORCING STEEL.

5. ONLY TWO REVIEWS PER SHOP DRAWING MUST BE ALLOWED. ANY SUBSEQUENT

REQUIRED REVIEWS OF THE SAME SHOP DRAWING MUST BE AT THE COST OF

THE CONTRACTOR.

1. ALL METAL DECK MUST BE DETAILED, FABRICATED, AND INSTALLED IN

ACCORDANCE WITH THE CURRENT EDITION OF THE STEEL DECK INSTITUTE

SPECIFICATIONS.

2. ALL METAL DECK MUST BE CONTINUOUS OVER THREE OR MORE SUPPORTS

UNLESS APPROVED BY THE ENGINEER.

3. SEE FRAMING PLAN NOTES FOR METAL DECK ATTACHMENT.

4. ALL METAL DECK MUST BE GALVANIZED.

5. ALL WELDING OF DECK MUST BE DONE BY CERTIFIED LIGHT GAGE WELDERS IN

ACCORDANCE WITH "SPECIFICATIONS FOR WELDING SHEET STEEL IN

STRUCTURES", AWS D1.3 (LATEST EDITION).

6. METAL DECK OPENINGS UP TO 6" DO NOT REQUIRE REINFORCING AS LONG AS

NOT MORE THAN TWO WEBS ARE REMOVED FROM THE DECK. FOR OPENINGS

GREATER THAN 6" AND UP TO 12", THE DECK MUST BE REINFORCED WITH A

MINIMUM 0.071" SHEET OF STEEL, 6" WIDER THAN THE OPENING ON EACH SIDE

AND FASTED TO EACH CELL ALL AROUND THE OPENING. OPENINGS GREATER

THAN 12" MUST BE REINFORCED.

1. STRUCTURAL COLD FORMED METAL (LIGHT - GAGE) FRAMING MUST BE DESIGNED

AND CONSTRUCTED IN ACCORDANCE WITH THE AISI " NORTH AMERICAN

SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL

MEMBERS" NAS-01 INCLUDING ANY SUPPLEMENTS.

A. ALL STRUCTURAL LIGHT-GAGE JOIST AND STUDS MUST CONFORM TO

THE FOLLOWING MINIMUM YIELD STRENGTH PER ASTM

SPECIFICATIONS:

12, 14, 16 GAGE . . . . . . . . . . . 50,000 PSI

18, 20 GAGE . . . . . . . . . . . . . . 33,000 PSI

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GENERAL CONSTRUCTION:DESIGN CRITERIA:

WOOD:

STRUCTURAL CONCRETE:

SPECIAL INSPECTION:

SHOP DRAWING REVIEW:METAL DECK:

COLD FORMED METAL FRAMING:

Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.

Signature:

Typed or Printed Name:

Date: License Number:

Paige Hefner 03/11/2021 4564904/07/2021

1. SEE S-001 FOR GENERAL STRUCTURAL NOTES.

2. SEE ARCHITECTURAL FOR DIMENSIONS NOT SHOWN.

3. SEE DETAIL FOR TRENCH SLAB INFILL DETAIL.

4. SEE DETAIL FOR TYP LAP SPLICES.

5. SEE DETAIL FOR STANDARD HOOKS.

6. PROVIDE ANCHORAGE FOR NEW MECHANICAL UNITS TO EQUIPMENT PADS

PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE AT LEAST 3" OF EDGE

DISTANCE FROM ANCHORS TO PAD EDGES AND CONCRETE COLD JOINT

LOCATIONS.

/F7 S-301

/D7 S-301

/A7 S-301

6 7 8

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1'-0"

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AND FOOTING TO REMAIN

1'-8"

2'-0"

INDICATES (E)

CMU WALLS TO REMAIN, TYP

3'-0"

V

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INDICATES (E)

FOOTING TO REMAIN TYP.

(E) FOOTINGS ARE 12" THICK

TYP AND T/(E)FTG IS AT -3'-6"

BELOW FINISHED GRADE TYP

SHADED AREAS

INDICATE EQUIPMENT PAD

EXTENSIONS TYP

DOTTED-LINE AREAS

INDICATE (E) EQUIPMENT

PADS TYP

3'-0"

3'-0"

VIF

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TYP @

EXTERIOR PAD

EXTENSION

6" 6"

TYP

1'-1"

4'-4"

VIF

10'-9"

MIN

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MIN

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EXTENSION

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V

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4'-10" 6"

V

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6'-0"

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6'-10" VIF

VIF

4'-0"

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SOLID GRAY LINE INDICATES THE

OUTLINE OF THE MEP EQUIPMENT,

TYP. VERIFY WITH MEP DRAWINGS.

PAD EDGE MUST EXTEND A MINIMUM

OF 6" PAST THE EDGE OF THE

EQUIPMENT TYP, VIF. VERIFY WITH THE

FINAL EQUIPMENT SELECTION AND ITS

ANCHORAGE REQUIREMENTS PRIOR

TO CONSTRUCTION.

(E) FOOTING

TO REMAIN

2. CLIN 0002, BID OPTION 01: INSTALL (5) NEW AIR HANDLING UNITS IN THIS

MECHANICAL ROOM PER MECH AND MAKE MODIFICATIONS TO EXISTING

EQUIPMENT PADS AS SHOWN. (BASE BID DOES NOT INCLUDE EQUIPMENT

PAD MODIFICATIONS INSIDE THIS MECHANICAL ROOM.)

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FINAL 100% SUBMITTAL- FOR CONSTRUCTION

1/4" = 1'-0"A1

PARTIAL FOUNDATION PLAN

0 4 8 16

NORTH

PLAN

GENERAL SHEET NOTES

# KEYNOTES

Professional Engineer I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota.

Signature:

1. SEE S-001 FOR GENERAL STRUCTURAL NOTES.

2. SEE ARCHITECTURAL FOR DIMENSIONS NOT SHOWN.

3. COORDINATE SIZES AND LOCATIONS OF OPENINGS THROUGH ROOF DECK

WITH MECHANICAL CONTRACTOR.

4. INDICATES (E) METAL DECK ROOF TO REMAIN:1.5 DEEP X

20GA WITH 5/8" PUDDLE WELDS @ 24" OC, OR #12 SCREWS

@ 12" OC AND A MIN. OF (3) #10 SIDE LAP SCREWS EACH

SHEET, VIF

5. INDICATES (E) 5/8" CDX EXTERIOR GRADE PLYWOOD

SHEATHING TO REMAIN W/ 8d NAILS @ 6/6/12, UNBLOCKED

DIAPHRAGM WITH STAGGERED SHEETS VIF

6. INDICATES (E) HORIZ. 1X6 SHEATHING TO REMAIN W/ (2) 8d NAILS @ EACH TRUSS AND (3) 8d NAILS AT BOUNDARY

ELEMENTS (BLOCKING AND END RAFTERS), VIF ONLY AS

PART OF CLIN 0003, BID OPTION 02 PER KEYNOTE 3 BELOW.

7. UNLESS NOTED OTHERWISE, ALL EXISTING STRUCTURAL FRAMING IS TO

REMAIN.

8. PROVIDE PERIODIC SPECIAL INSPECTION OF INSTALLATION OF NEW STRAPS

TO TIE EXISTING TRUSSES/RAFTERS TO WALLS.

9. TYP HEADER SUPPORT: FOR SPANS UP TO 4 FT, PROVIDE SINGLE 2X KING

STUD AND TRIMMER. FOR SPANS UP TO 8 FEET, PROVIDE DOUBLE 2X KING

STUDS AND TRIMMERS.

10. FOR HOLES THROUGH EXISTING JOISTS, SEE DETAIL A4/S-401; FOR HOLES

THROUGH EXISTING STUDS, SEE DETAIL C4/S-401; FOR HOLES THROUGH

EXISTING TOP PLATES, SEE DETAIL F4/S-401.

11. SEE DETAIL D7/S-401 FOR NAILING SCHEDULE.

12. SEE ARCHITECTURAL FOR LOCATIONS WHERE CEILING AND TOP OF WALL

FINISH NEEDS TO BE DEMOLISHED TO INSTALL ROOF TRUSS TIEDOWNS.

13. SEE ARCH FOR NEW ROOF INSULATION BUILD-UP AND ROOFING

REQUIREMENTS. VERIFY THAT TOTAL ADDED WEIGHT OF NEW ROOFING,

INCLUDING INSULATION, ABOVE THE EXISTING ROOF SHEATHING DOES NOT

EXCEED 6 PSF.

A

(E) 8" CMU PERIMETER

WALL BELOW TO REMAIN

(E) 12H6 @ 3'-0" OC

STEEL JOISTS

(E) 10H3 @ 3'-0" OC

(E) 12H6 @ 3'-0" OC

STEEL JOISTS

V

IF

V

IF

"(E) PIPE COL

BELOW, TYP

(E) 12H6 @ 3'-0" OC

STEEL JOISTS

(E) 12K3

STEEL JOIST

(E) 12K3

STEEL JOIST

(E) 12K3 @ 4'-6" OC

(E) 12K3 @ 4'-6" OC

(E ) V

ALL

E Y

(E ) V

ALLEY

(E) RIDGE

(E ) V

A

LL

E x B

O L T

E D

T R

U S

S

O C

T O

R E

M A

IN

(E) GL 5-1/8X13-1/2

(E) GL 5-1/8X16-1/2

(E) GL 5-1/8X13-1/2

(E

X

O C

(E ) V

A

LLE

Y

(E V A

LL

E Y

(E) RIDGE

(E

R

ID

G E

(E

G L

-1 /8

X

V

IF

V

IF

(E) 2x BOLTED TRUSSES @ 24" OC TO REMAIN

(E) 14" TJL @ 24" OC

(E) 2X6

@ 16" OC

V

IF

(E

G L

-1 /8

X

(E

X

O C

V

IF

T J L

O C

(E

T J L

O C

T J L

T J L

(E) PARTIAL

TRUSSES

P A

R T

IA

L T

R U

S S

T

R

E M

A

IN

V

IF

(E

4)

X12

V

IF

V

IF

(E

W X

(E ) (4) 2X12

(E) (4) 2X12

(E) W27X94 CAMBER = 3/4"

(E) (4) 2X12

(E

(4

X

(E

(4

X

(E) SKYLIGHT

X

O C

(E ) V

ALLEY

VIF

4'-6"

VIF

3'-9" BEAM SPLICE23'-3"

(E) W21X44 (E) W21X44

VIF

4'-6"

H

S

T E

IS

T

S

O C

V

IF

B E

A M

S P

L

IC

E

(E) SKYLIGHT

VIF

4'-0" BEAM SPLICE 16'-10"

4'-6"

V

IF

(E) W16X31 (E) W16X26

X

(E) 8H3 STEEL JOISTS

@ 4'-0" OC

22'-6" VIF

VIF

3'-9" BEAM SPLICE

VIF

6'-7"

(E) W18X35 (E) W18X60

(E

W X

V

IF

B E

A M

S P

L

IC

E

(E) Wx COLUMN

BELOW, TYP

(E

W X

(E

H

S

T E

IS

T

O C

(E

W X

V

IF

B E

A M

S P

L

IC

E

V

IF

B E

A M

S P

L

IC

E

(E

W X

(E) 2X12 @

24" OC

(E ) V

ALLEY

(E V A

LL

E Y

(E ) V

A

LLE

(E) 14" TJL @

24" OC

(E) 2X12 @

24" OC

(E ) V

ALL

E Y

(E) (3) 2X4 STUDS

BELOW GL BRG

TYP

(E) GL 5-1/8X13-1/2

(E) GL 5-1/8X16-1/2

(E) GL 5-1/8X13-1/2

X

O C

(E

G L

-1 /8

X

(E) 2X6

@ 16" OC

(E

G L

-1 /8

X

(E

X

O C

V

IF

V

IF

V

IF

V

IF

(E) PIPE COL

BELOW, TYP

(E) 14" TJL @

24" OC

(E ) V

A

LLE

Y

(E) RIDGE

(E

G L

-1 /8

X -1

/2

(E

B E

A M

T O

R E

M A

IN

V

IF

(E) GL 3-1/8X18

(E) (4) 2X4

STUDS TYP

UNDER ENDS

OF GL BEAMS

(E) GL 3-1/8X18

(E) GL 3-1/8X18

(E

W X

A7

S-401

TYP, SEE

NOTE 12

A7

S-401

SIM, SEE

NOTE 12

A7

S-401

SIM, SEE

NOTE 12

A7

S-401

SIM, SEE

NOTE 12

A7

S-401

TYP, SEE

NOTE 12

A7

S-401

SIM, SEE

N…