Amendment 6 Revised Drawings(updated 2 Dec 19).pdf

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LIFE SAFETY ANALYSIS

OCCUPANCY CLASSIFICATION:

THE INSPECTION FACILITY BUILDING IS CLASSSIFIED AS A BUSINESS OCCUPANCY PER NFPA 101 AND

BUSINESS (B) PER THE IBC.

APPLICABLE CODES

· UFC 1-200-01 DOD BUILDING CODE (GENERAL BUILDING REQUIREMENTS), 20 JUNE 2016

WITH CHANGE 1, 01 FEB. 2018

· UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, 8 AUGUST 2016 WITH

CHANGE 2, 25 MARCH 2018

· NFPA 101 LIFE SAFETY CODE, 2018

· IBC INTERNATIONAL BUILDING CODE, 2015

OCCUPANCY

USE

AREA

(ft²)

LOAD FACTOR

(ft²/PERSON)

NUMBER OF

OCCUPANTS

ASSEMBLY -

CONCENTRATED

226 7 N 32

ASSEMBLY - LESS

CONCENTRATED

304 15 N 20

BUSINESS 1629 150 G 11

SUPPORT SPACES 361 500 G 4

TOTAL 2520 67

EXIT CAPACITIES

EXIT

REQUIRED

(PERSONS)

PROVIDED

(PERSONS)

REQUIRED

(IN)

PROVIDED

(IN)

E:109 1 170 34 34

E:110 1 170 34 34

E:111 1 170 34 34

E:112 23 210 34 42

TOTAL 67 1060 170 212

COMMON PATH OF

TRAVEL (FT)

TRAVEL DISTANCE

LIMIT (FT)

DEAD-END

LIMIT

TYPE OF

OCCUPANCY

ALLOWED ACTUAL ALLOWED ACTUAL ALLOWED ACTUAL

BUSINESS 100 32 300 66 50 NONE

INTERNATIONAL BUILDING CODE ANALYSIS

CONSTRUCTION TYPE:

a. TYPE V-S

b. NON-RATED

c. UNPROTECTED (STRUCTURE)

d. FULLY SPRINKLERED

AREA LIMITATIONS (IBC):

FOR BUSINESS (B) OCCUPANCIES, TABLE 506.2 ALLOWS AN AREA OF 36,000 SQ. FT. FOR SINGLE STORY SPRINKLER PROTECTED BUILDINGS. A FRONTAGE INCREASE IS NOT REQUIRED. THE ACTUAL FLOOR AREA IS 2724 SQ.

FT. THE BUILDING COMPLIES WITH THE AREA REQUIRMENTS OF THE IBC.

HEIGHT LIMITATIONS:

PER TABLE 504.4 THE ALLOWABLE HEIGHT OF THIS FULLY SPRINKLER PROTECTED BUILDING IS 75 FEET AND 4 STORIES. THIS IS A SINGLE STORY BUILDING WITH AN ACTUAL HEIGHT OF 20 FEET, WHICH COMPLIES WITH THE IBC.

OCCUPANCY LOAD

OCCUPANCY COUNT PER AREA USE (N = NET, G = GROSS) LOAD FACTORS FROM

TABLE 10-1 IN UFC 3-600-01 AND TABLE 7.3.1.2 NFPA 101.

EGRESS COMPONENTS (ALLOWED/REQUIRED VS. ACTUAL)

MINIMUM CONSTRUCTION REQUIREMENTS:

PARAGRAPH 38.1.6 OF NFPA 101 DOES NOT PROVIDE A MINIMUM CONSTRUCTION TYPE FOR BUSINESS OCCUPANCIES.

FIRE SUPPRESSION:

THIS BUILDING IS REQUIRED TO BE CONSTRUCTED AS A SHELTER-IN-PLACE FACILITY. THEREFORE IT IS TO BE PROVIDED WITH A WET-PIPE SPRINKLER SYSTEM PER UFC 04-23-010 SAFE HAVENS. AN AUTOMATIC SPRINKLER

SYSTEM IS PROVIDED.

FIRE ALARM:

A LIMITED APPLICATION FIRE ALARM SYSTEM IS REQUIRED AND PROVIDED FOR THIS BUILDING.

INTERIOR FINISHES:

PARAGRAPH 38.3.3 REQUIRES CLASS A, B OR C INTERIOR WALL AND CEILING FINISHES. PARAGRAPH 38.3.3.2 REQUIRES CLASS A OR B IN EXITS AND EXIT ACCESS CORRIDORS. THE INTERIOR WALLS AND CEILING FINISHES WILL BE CLASS A, B, OR C AND THE EXITS AND EXIT ACCESS CORRIDORS WILL BE CLASS A OR B.

ILLUMINATION:

ILLUMINATION OF MEANS OF EGRESS IS REQUIRED AND PROVIDED. SEE ELECTRICAL SHEETS FOR DETAILS.

EMERGENCY LIGHTING:

EMERGENCY LIGHTING IS PROVIDED. SEE ELECTRICAL SHEETS FOR DETAILS.

REMOTENESS:

THE MECH, ELEC, AND COMM EACH HAVE AN INDIVIDUAL EXIT, ALL OTHER ROOMS IN THE BUILDINGS HAVE ONE SHARED EXIT. THE LONGEST TRAVEL DISTANCE ONE MUST TRAVEL TO AN EXIT IN THIS BUILDING IS 67'.

OCCUPANCY SEPARATION (IBC):

THIS BUILDING IS A BUSINESS OCCUPANCY WITH ACCESSORY SPACES AS ALLOWED BY 508.2.

BUILDING SEPARATION (IBC):

PER TABLE 602 TYPE II-B BUILDINGS WITH BUSINESS OCCUPANCY AND NO EXTERIOR WALL RATING MAY BE AS CLOSE AS 10 FEET APART. PER TABLE 705.8 FOR BUILDINGS OF TYPE II-B CONSTRUCTION 20 FEET OR MORE APART, THERE IS NO LIMIT TO THE OPENING IN WALLS. THIS BUILDING IS MORE THAN 20 FEET FROM ANY ADJACENT

BUILDING AND COMPLIES WITH THE IBC FOR SEPARATION.

CLASSIFICATION OF OCCUPANCY:

PER PARAGRAPH 304.1 OF THE IBC THIS BUILDING WILL CLASSIFY B (BUSINESS).

NFPA 101 REQUIREMENTS

EGRESS:

LIFE SAFETY PLANS HAVE BEEN DEVELOPED TO SHOW COMPLIANCE WITH THE EGRESS REQUIREMENTS

OF NFPA 101

FIRE/SMOKE RESISTANCE:

THERE IS NO FIRE/SMOKE RESISTANCE REQUIRED FOR THIS BUILDING AND NONE WILL BE

INCLUDED.

NON-BEARING PARTITION FIRE RESISTANCE:

THE BUILDING HAS A SPRINKLER SYSTEM AND NO FIRE SEPARATIONS ARE REQUIRED.

CLASSIFICATION OF OCCUPANCY:

PER NFPA 101 THIS WILL BE A BUSINESS OCCUPANCY PER PARAGRAPH 6.1.11.

CLASSIFICATION OF HAZARD OF CONTENTS:

THIS BUILDING WILL MEET THE DEFINITION OF ORDINARY HAZARD OF CONTENTS AS PROVIDED IN

PARAGRAPH 6.2.2.3.

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LIFE SAFETY ANALYSIS

OCCUPANCY CLASSIFICATION

THE INSPECTION FACILITY BUILDING IS CLASSIFIED AS A BUSINESS OCCUPANCY PER NFPA 101 AND

BUSINESS (B) PER THE IBC.

APPLICABLE CODES

· UFC 1-200-01 DOD BUILDING CODE (GENERAL BUILDING REQUIREMENTS), 20 JUNE 2016 WITH

CHANGE 2, 01 NOV. 2018

· UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, 8 AUGUST 2016 WITH

CHANGE 2, 25 MARCH 2018

· NFPA 101 LIFE SAFETY CODE, 2018

· IBC INTERNATIONAL BUILDING CODE, 2018

ROOM NAME

OCCUPANCY

USE

AREA

(ft²)

LOAD FACTOR

(ft²/PERSON)

NUMBER OF

OCCUPANTS

BREAK

ROOM

ASSEMBLY - LESS

CONCENTRATED

N

OFFICE BUSINESS 122 150 1

WAIT

ASSEMBLY - LESS

CONCENTRATED

61 15N 4

TOILET BUSINESS 39 150 1

ELECTRICAL MECH/ELEC 61 500 1

COMM MECH/ELEC 106 500 1

TOTAL 496 15

EXIT CAPACITIES

EXIT

REQUIRED

(PERSONS)

PROVIDED

(PERSONS)

REQUIRED

(IN)

PROVIDED

(IN)

E:1 4 170 34 34

E:2 1 170 34 34

E:3 1 170 34 34

E:4 1 170 34 34

E:5 1 170 34 34

E:6 7 170 34 34

TOTAL 15 1020 204 204

INTERNATIONAL BUILDING CODE ANALYSIS

CONSTRUCTION TYPE:

a. TYPE V-NS

b. NON-RATED

c. UNPROTECTED (STRUCTURE)

d. NO SPRINKLERS

AREA LIMITATIONS (IBC):

FOR BUSINESS (B) OCCUPANCIES, TABLE 506.2 ALLOWS AN AREA OF 9,000 SQ. FT.

FOR SINGLE STORY NON-SPRINKLER PROTECTED BUILDINGS. A FRONTAGE INCREASE IS

NOT REQUIRED. THE ACTUAL FLOOR AREA IS 503 SQ. FT. THE BUILDING COMPLIES WITH

THE AREA REQUIRMENTS OF THE UFC.

HEIGHT LIMITATIONS:

PER TABLE 504.4 THE ALLOWABLE HEIGHT OF THIS NON-SPRINKLER PROTECTED

BUILDING IS 55 FEET AND 3 STORIES. THIS IS A SINGLE STORY BUILDING WITH AN

ACTUAL HEIGHT OF 14 FEET, WHICH COMPLIES WITH THE IBC.

OCCUPANCY SEPARATION (IBC):

THIS BUILDING IS A BUSINESS OCCUPANCY WITH ACCESSORY SPACES AS ALLOWED BY

508.2.

CLASSIFICATION OF OCCUPANCY:

PER PARAGRAPH 304.1 OF THE IBC THIS BUILDING WILL CLASSIFY B (BUSINESS).

BUILDING SEPARATION (IBC):

PER TABLE 602 TYPE II-B BUILDINGS WITH BUSINESS OCCUPANCY AND NO EXTERIOR

WALL RATING MAY BE AS CLOSE AS 10 FEET APART. PER TABLE 705.8 FOR BUILDINGS

OF TYPE II-B CONSTRUCTION 20 FEET OR MORE APART, THERE IS NO LIMIT TO THE

OPENING IN WALLS. THIS BUILDING IS MORE THAN 20 FEET FROM ANY ADJACENT

BUILDING AND COMPLIES WITH THE IBC FOR SEPARATION.

REMOTENESS:

ALL ROOMS HAVE A SINGLE EXIT, THEREFORE REMOTENESS DOES NOT APPLY.

OCCUPANCY LOAD

OCCUPANCY COUNT PER AREA USE (N = NET, G = GROSS) LOAD FACTORS FROM TABLE 10-1 IN UFC 1-300-01 AND

TABLE 7.3.1.2 NFPA 101.

NFPA 101 REQUIREMENTS

EGRESS:

LIFE SAFETY PLANS HAVE BEEN DEVELOPED TO SHOW COMPLIANCE WITH THE EGRESS REQUIREMENTS OF NFPA 101.

FIRE/SMOKE RESISTANCE:

THERE IS NO FIRE/SMOKE RESISTANCE REQUIRED FOR THIS BUILDING.

NON-BEARING PARTITION FIRE RESISTANCE:

NO FIRE SEPARATIONS ARE REQUIRED.

FIRE SUPPRESSION:

THIS BUILDING IS NOT REQUIRED TO BE PROVIDED WITH A FIRE SPRINKLER SYSTEM AND NONE WILL BE INCLUDED.

FIRE ALARM:

THIS BUILDING IS NOT REQUIRED TO BE PROVIDED WITH A FIRE ALARM SYSTEM AND NONE WILL BE INCLUDED.

MINIMUM CONSTRUCTION REQUIREMENTS:

PARAGRAPH 38.1.6 OF NFPA 101 DOES NOT PROVIDE A MINIMUM CONSTRUCTION TYPE FOR BUSINESS OCCUPANCIES.

CLASSIFICATION OF HAZARD CONTENTS:

THIS BUILDING WILL MEET THE DEFINITION OF ORDINARY HAZARD OF CONTENTS AS PROVIDED IN PARAGRAPH 6.2.2.3.

CLASSIFICATION OF OCCUPANCY:

PER NFPA 101 THIS WILL BE A BUSINESS OCCUPANCY PER PARAGRAPH 6.1.11.

INTERIOR FINISHES:

PARAGRAPH 38.3.3 REQUIRES CLASS A, B OR C INTERIOR WALL AND CEILING FINISHES. PARAGRAPH 39.3.3.2 REQUIRES

CLASS A OR B IN EXITS AND EXIT ACCESS CORRIDORS. THE INTERIOR WALLS AND CEILING FINISHES WILL BE CLASS A, B, OR C AND THE EXITS AND EXIT ACCESS CORRIDORS WILL BE CLASS A OR B.

ILLUMINATION:

ILLUMINATION OF MEANS OF EGRESS IS REQUIRED AND PROVIDED. SEE ELECTRICAL SHEETS FOR DETAILS.

EMERGENCY LIGHTING:

EMERGENCY LIGHTING IS PROVIDED. SEE ELECTRICAL SHEETS FOR DETAILS.

COMMON PATH OF

TRAVEL (FT)

TRAVEL DISTANCE

LIMIT (FT)

DEAD-END

LIMIT (FT)

TYPE OF

OCCUPANCY

ALLOWED ACTUAL ALLOWED ACTUAL ALLOWED ACTUAL

BUSINESS 50 15 250 15 50 NONE

EGRESS COMPONENTS (ALLOWED/REQUIRED VS. ACTUAL)

LIFE SAFETY FLOOR PLAN

1/4"=1'-0"

<170> E: 2

<170> E: 3

<170> E:

<170> E:

<170> E:

<170> E:

AL

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NUM

CAP

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AREA

LOAD FAC

NUM OCCUPANT LOAD CALCULATION NUM IS THE NUMBER OF

OCCUPANTS, AREA IS THE AREA OF THE ROOM IN SQ.FT.

AND LOAD FAC IS THE LOAD FACTOR IN SQ.FT./PERSON

TOTAL NUMBER OF OCCUPANTS GOING THROUGH AN EXIT

EXIT IDENTIFICATION: CAP IS THE CAPACITY OF THE EXIT,

NUM IS THE EXIT NUMBER.

BUSINESS USE (NFPA 101), B (IBC)

ASSEMBLY - LESS CONCENTRATED USE (NFPA 101), A-3

(IBC)

BUILDING SUPPORT SPACE (MECH/COMM/ELEC)

0 2' 4' 8'

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E:105B <170>

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FLOOR PLAN

LIFE SAFETY ANALYSIS

OCCUPANCY CLASSIFICATION

THE GATEHOUSE IS CLASSSIFIED AS A BUSINESS (B) OCCUPANCY PER NFPA 101.

APPLICABLE CODES

UFC 1-200-01 DOD BUILDING CODE (GENERAL BUILDING REQUIREMENTS), 1 NOVEMBER 2018

UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, 8 AUGUST 2016 WITH CHANGE 2, 25 MARCH 2018

NFPA 101 LIFE SAFETY CODE, 2018

IBC INTERNATIONAL BUILDING CODE, 2015

OCCUPANCY COUNT PER AREA USE (N = NET, G = GROSS) LOAD FACTORS FROM NFPA 101.

OCCUPANCY SEPARATION

NOT APPLICABLE

MINIMUM CONSTRUCTION REQUIREMENTS

FOR A SINGLE STORY UNSPRINKLERED BUILDING, ANY TYPE OF CONSTRUCTION IS ALLOWED.

EGRESS COMPONENTS (ALLOWED/REQUIRED VS. ACTUAL)

OCCUPANCY

USE

AREA

(ft²)

LOAD FACTOR

(ft²/PERSON)

NUMBER OF

OCCUPANTS

BUSINESS 350 ACTUAL 3

STORAGE 39 500 1

SUPPORT

SPACES

101 500 2

ALLOWED/

REQUIRED

ACTUAL

COMMON PATH OF TRAVEL (FT) 75 16

TRAVEL DISTANCE (FT) 200 18

DEAD END CORRIDOR (FT) 20 0

MINIMUM CORRIDOR WIDTH (IN) 36 N/A

NUMBER OF EXITS 5 6

PROTECTION

HAZARDS

ALL EXITS ARE DOORS TO THE EXTERIOR, THEREFORE NO PROTECTION FOR EXITS IS REQUIRED. CORRIDORS ARE

NOT REQUIRED TO BE RATED PER NFPA 101 PARAGRAPH 38.3.6 (3). THERE ARE NO RATED CORRIDORS IN THE

BUILDING.

INTERIOR FINISH

INTERIOR WALL AND CEILING FINISHES SHALL BE CLASS A B, OR C IN ALL CORRIDORS. INTERIOR FLOOR FINISH

SHALL BE NOT LESS THAN CLASS II IN ACCORDANCE WITH NFPA 101 12.3.3. INTERIOR WALL FINISHES ARE

PAINTED GYPSUM BOARD OR CERAMIC TILE AND ARE CONSIDERED A CLASS A FINISH. CEILINGS ARE EITHER

EXPOSED, PAINTED GYPSUM BOARD OR ACOUSTICAL CEILING TILE. FLOORS ARE PORCELAIN TILE.

ALL INTERIOR WALL AND CEILING FINISHES ARE CLASS A. ALL FLOOR FINISHES ARE CLASS I.

EXTINGUISHMENT REQUIREMENTS

FIRE EXTINGUISHERS ARE REQUIRED. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS.

CORRIDORS

N/A

SUBDIVISION OF BUILDING SPACES (OTHER THAN OCCUPANCY SEPARATION)

NONE REQUIRED

BUILDING CODE ANALYSIS

THIS BUILDING MEETS THE CRITERIA FOR UNLIMITED AREA BUILDING. THE BUILDING IS APPROXIMATELY 819 SQFT.

ALLOWABLE HEIGHT

THE ALLOWABLE HEIGHT IS 40 FEET. THE TALLEST POINT OF THE 819 IS APPROXIMATELY 9 FT.

ALLOWABLE STORIES

THE MAXIMUM ALLOWABLE STORIES IS 3. THE GATEHOUSE IS ONE STORY.

FIRE RESISTANCE RATING FOR STRUCTURAL ELEMENTS.

NO FIRE RESISTANCE RATING IS REQUIRED FOR TYPE IIB CONSTRUCTION.

EXIT DISCHARGE

ALL EXITS DISCHARGE ONTO A YARD OR PUBLIC WAY AS REQUIRED BY NFPA 101 SECTION 7.7.1

ILLUMINATION

ILLUMINATION OF MEANS OF EGRESS IS REQUIRED AND PROVIDED. SEE ELECTRICAL SHEETS FOR DETAILS.

EMERGENCY LIGHTING

EMERGENCY LIGHTING IS PROVIDED. SEE ELECTRICAL SHEETS FOR DETAILS.

MARKING OF THE MEANS OF EGRESS

MEANS OF EGRESS MARKING IS REQUIRED AND PROVIDED. SEE ELECTRICAL SHEETS FOR DETAILS

FIRE DETECTION AND ALARM SYSTEMS

FIRE DETECTION AND ALARM SYSTEMS ARE NOT REQUIRED

X

PLAN LEGEND

NUM

CAP

AREA

LOAD FAC

NUM OCCUPANT LOAD CALCULATION NUM IS THE NUMBER OF

OCCUPANTS, AREA IS THE AREA OF THE ROOM IN SQ.FT.

AND LOAD FAC IS THE LOAD FACTOR IN SQ.FT./PERSON

TOTAL NUMBER OF OCCUPANTS GOING THROUGH AN EXIT

EXIT IDENTIFICATION: CAP IS THE CAPACITY OF THE EXIT,

NUM IS THE EXIT NUMBER.

BUSINESS USE (NFPA 101), B (IBC)

BUILDING SUPPORT SPACE (MECH/COMM/ELEC)

STORAGE USE (NFPA 101); STORAGE S-1 (IBC)

B

SP

S

0 2' 4' 8'

INTERNATIONAL BUILDING CODE ANALYSIS

CONSTRUCTION TYPE:

a. TYPE V-NS

b. NON-RATED

c. UNPROTECTED (STRUCTURE)

d. NO SPRINKLERS

AREA LIMITATIONS (IBC):

FOR BUSINESS (B) OCCUPANCIES, TABLE 506.2 ALLOWS AN AREA OF 9,000 SQ. FT.

FOR SINGLE STORY NON-SPRINKLER PROTECTED BUILDINGS. A FRONTAGE INCREASE IS

NOT REQUIRED. THE ACTUAL FLOOR AREA IS 503 SQ. FT. THE BUILDING COMPLIES WITH

THE AREA REQUIRMENTS OF THE UFC.

HEIGHT LIMITATIONS:

PER TABLE 504.4 THE ALLOWABLE HEIGHT OF THIS NON-SPRINKLER PROTECTED

BUILDING IS 55 FEET AND 3 STORIES. THIS IS A SINGLE STORY BUILDING WITH AN

ACTUAL HEIGHT OF 14 FEET, WHICH COMPLIES WITH THE IBC.

OCCUPANCY SEPARATION (IBC):

THIS BUILDING IS A BUSINESS OCCUPANCY WITH ACCESSORY SPACES AS ALLOWED BY

508.2.

CLASSIFICATION OF OCCUPANCY:

PER PARAGRAPH 304.1 OF THE IBC THIS BUILDING WILL CLASSIFY B (BUSINESS).

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N S

P E

R I

N Q

U

IR

Y I

D

/1

STOP

S T

O P

O

N

LY

P

A

R

K

IN

G

O

N

LY

P

A

R

K

IN

G

FORCES

SECURITY

ONLY

S T

O P

STOP

STOP

EE E

E

E

E

E

EE

E

E E

E

E

E

EE

G

G

G

DD

D

D

D

D

D

D s s ss s

T

T

I I I I I

I I I I

I II

W W

W

W

W

WW

WWW

W

W

W W

W

WW

W

W W

W W

W

W

W

W W

W

W

W W

W W

W

WW

W

W

W

WW

W

W

E

EM

W s

D D

W

T W s

Ds

G

G

D

EE

G

PVB X PVB X PVB X

P

V

B

STOP

P V

B X

P V

B X

20.0'

LANE

18.0'

18.0'

16.0'

EXIT

LANE

N: 2083218.12

E: 6302109.32

N: 2083218.12

E: 6302193.32

N: 2083287.12

E: 6302193.32

N: 2083312.12

E: 6302168.32

N: 2083312.12

E: 6302109.32

5.0'

PROPOSED 9" CURB

(APPROX. 252 LF)

(BASE BID) SEE NOTE 1.

PROPOSED VCC

PARKING LOT

(BASE BID)

ADDITIONAL 24 STALLS

VCC PARKING LOT

(BID OPTION 2)

NEW STRIPING

TYPICAL, (BID

OPTION 2)

20.0'

LANE

NOTE:

1. IF BID OPTION 2 IS EXECUTED,

PROPOSED 9" CURB AROUND

ADDITIONAL 24 STALLS SHALL NOT

BE CONSTRUCTED.

PVB X

P V

B X

PVBX

P

V

B

X

X

WW

N: 2083078.79

E: 6302165.62

N: 2083078.79

E: 6302230.93

N: 2082998.45

E: 6302230.93

N: 2082998.45

E: 6302165.62

N: 2082998.45

E: 6302170.62

N: 2083012.60

E: 6302170.62

N: 2083064.91

E: 6302170.62

N: 2083078.79

E: 6302170.78

N: 2083078.79

E: 6302178.85

N: 2083012.60

E: 6302222.93

N: 2083064.91

E: 6302222.93

-5:1

MATCH EXISTING GRADES

AFTER CONTRUCTION OF

NEW VCC FACILITY (BLDG 128)

BLDG 128

FF: 96.0

MATCH GRADE

AT EXISTING

SIDEWALK

NEW SIDEWALK

SPLASH BLOCK (TYP)

IN GRAVEL AREA

S T O

P

S T O

P

SSSSSSSSSSSSSS

SD

SD

SD SD SD SD

S D

S D

G x

G x

G x

G x

G x

G x

G x

W W W W W W W W W

W

W

W

W

W

W

W

W W

S S

S S

S S

XXXXXXX

X

XXXXXXXXXX

X

X

X

X

X

X

BLDG T135 (LOCATION TO

BE FIELD VERIFIED BY

CONTRACTING OFFICER)

1ST STREET

CHRISMAN ROAD

EXISTING SITE FENCING

TEMPORARY

VISITOR PARKING

EXISTING CONCRETE PAD

E N

N I

D

R I V

E

EMPLOYEE

GATE

POWER POLE

POWER POLE

POWER POLE

E

E

W W s s

2.5"W

6"SS

ELECTRICAL

LINE

PVB X PVB X PVB X PVB

P

A

R

K

I N

G

N: 2083456.58

E: 6302210.71

N: 2083456.58

E: 6302224.04

N: 2083500.58

E: 6302224.04

N: 2083500.58

E: 6302210.71

N: 2083505.63

E: 6302205.83

N: 2083505.63

E: 6302224.04

N: 2083451.71

E: 6302224.04

N: 2083451.71

E: 6302205.83

EXISTING SIDEWALK

BLDG132

NEW INSPECTION

BDG 131

NEW BUILDING PAD

FROM BID OPTION

VEHICLE INSPECTION LANE

VEHICLE SAFETY BUFFER

VEHICLE SAFETY BUFFER

BYPASS LANE

EXTENDED CONCRETE

WALK BID OPTION

EXTENDED CONCRETE

WALK BID OPTION

BUS SHELTER

PAD BASE BID

TO BE REMOVED

P

M

Q X

X C

S

X

X X d w g

L a s t

P l o t t e d

F i l e n a m e

A N

S x

P r o j e c t

M a n a g e m e n t

I n i t i a l s

D e s i g n e r

C h e c k e d

A p p r o v e d

KEY PLAN

U P

G R

A D

E

M

A

A

C C

E S

S

C

O N

T R

O L

P

I N

T

D L

A

D

I S

T R

I B

U T

I O

N

S A

N

J O

A Q

U I N

C

A

U S

A

R M

Y

C

O R

F

E

N G

I N

E E

R S

S A

C R

A M

E N

T

S

T R

I C

T

S A

C R

A M

E N

T O

C

A L

I F

O R

N

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

I S

S U

E

D

A T

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E

US Army Corps of Engineers

Sacramento District

R

E E

T

S

E

S A

C R

A M

E N

T O

C

A

P

F

SHEET ID

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

D R

A W

I N

G

C

O D

E

A N

S I

D

A

B

C

D

1 2 3 4 5

W

D

T R

A C

Y

A

B

T

I O

N S

CS-104

M W

D L

D D

A H

1. CONNECT VCC UTILITIES TO UTILITIES INSTALLED UNDER

THE BASE BID.

2. CONCRETE SIDEWALKS PER DETAIL A1 ON SHEET CS-516

3. BUILDING FOUNDATION INCLUDED IN THIS BID OPTION.

BID OPTION1 VCC BUILDING NOTES:

00 20' 40'

VCC PARKING - BID OPTION 2

1" = 20'

A1

00 30' 60'

VCC BUILDING - BID OPTION 1

1" = 30'

D1

00 30' 60'

TEMPORARY BADGING TRAILER - BID OPTION 3

1" = 30'

D5

1. THIS SHEET SHOWS THE APPROXIMATE LOCATION OF THE

TEMPORARY PASS AND ID CHECK POINT DURING

CONSTRUCTION SERVICES.

2. FINAL LOCATION OF THE TEMPORARY FACILITY,

RELOCATED INSPECTION CANOPY, AND ANY ADDITIONAL

CHANGES TO THE EMPLOYEE GATE DURING

CONSTRUCTION WILL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO COORDINATE WITH THE CONTRACTING

OFFICER AND SECURITY FORCES.

3. UTILITY SIZES ARE APPROXIMATE. CONTRACTOR TO VERIFY

WITH BUILDING MANUFACTURER AND COORDINATE

LOCATIONS OF CONNECTIONS WITH CONTRACTING

OFFICER.

4. TEMPORARY SIGNAGE ALONG CHRISMAN ROAD WILL BE

REQUIRED TO DIRECT TRAFFIC TO THE TEMPORARY GATE

DURING CONSTRUCTION.

5. UTILITY INFORMATION BASED ON INFORMATION PROVIDED

BY DLA TRACY. VERIFICATION IS REQUIRED PRIOR TO

CONNECTION.

6. TEMPORARY SERVICE POWER REQUIREMENTS FOR BLDG

T135 WILL BE 120/240V, 1PH, 3WR RATED FOR 200A.

COORDINATE WITH CONTRACTING OFFICER ON WHICH

POWER POLE TO TAP FOR PRIMARY POWER FOR

CONTRACTOR PROVIDED TEMPORARY TRANSFORMER.

EXISTING ELECTRICAL SERVICE CONSISTS OF 12KV AERIAL

LINES.

BID OPTION 3

TEMPORARY BADGING TRAILER NOTES:

BID

OPTION 1

BID

OPTION 3

BID

OPTION 2

BID

OPTION 6

00 10' 20'

INSPECTION BUILDING - BID OPTION 6

1" = 10'

A5

1. THE PRE-FABRICATED INSPECTION BUILDING SHALL BE

INSTALLED ON BASE BID CONCRETE BUILDING FOUNDATION

PER MANUFACTURERS RECOMMENDATIONS AND

STANDARDS.

2. THE PRE-FABRICATED INSPECTION BUILDING UTILITIES

SHALL BE CONNECTED TO THE PROVIDED UTILITY AND

ELECTRICAL CONNECTION POINTS.

3. FOUNDATION INCLUDED.

BID OPTION 6

INSPECTION BUILDING NOTES:

1. PAVE AND STRIPE PER BASE BID DETAILS: C4 ON SHEET

CS-515.

BID OPTION 2 VCC PARKING NOTES:

FOR LOCATION REFER TO DLA SITE MAP ON SHEET CG-001

E9

CS-510

R E

S P

O N

B

Q U

I R

Y

N

O V

EE E

E

E

E

EE

E

E E

E

E

E

EE

G

G

G

D

D

D

D

D

D

D s s ss s

T

T

I I I I I

I I I I

I II

W W

W

W

W

WW

WWW

W

W

W W

W

WW

W

W W

W W

W

W

W

W

W

W

W

W W

W W

W

WW

W

W

W

WW

W

W

E

EM

W s

D D

W

T W s

D s

G

G

D

E

E

G

STOP

S T

O P

O

N

L

Y

P

A

R

K

IN

G

O

N

L

Y

P

A

R

K

IN

G

F O

R C

E S

S E

C U

R

IT

Y

O N

L Y

S T

O P

EE

E

G

D ss

W

W

W

WW

W W

W W

W

W

W

W

D s

PVB

X

PVB

X

PVB

X

PVB

X

PVB

X

PVB

X

PVB

X

PVB X PVB X

P

V

B

X

PVB X

P

V

B

X

P

V

B

X

P

V

B

P

V

B

STOP

O

N

L

Y

P

A

R

K

I N

G

O

N

L

Y

P

A

R

K

I N

G

P V

B X

PVB

P V

B

X

P

V

B

P

V

B

X

PVB

(K-4)

PERIMETER SECURITY FENCE

PVB

(K-4)

PVB

(K-4)

SIDEWALK

VEHICLE

TURN OUT

BLDG 132

INSPECTION AREA

OFFICER PARKING

GENERATOR

PERIMETER

SECURITY FENCE

BLDG 129

1 LANE (12' WIDE)

ACCESS ROAD

DOUBLE SWING GATE

MAN GATE

INSPECTION

AREA ACCESS

PARKING

AREA

PVB

(K-4)

BASE BID SHELTER

PER CS-522 (BLDG 131

BID OPTION 6)

PCC PAVEMENT

DESIGN

INSPECTION AREA ENTRANCE

BOLLARD PROTECTION

ACCESS ROAD

AC PAVEMENT

9" CURB

26.6'

16.9'

GRAVEL

MEDIAN

CHRISMAN ROAD

VISITOR PARKING

GRAVEL MEDIAN

BLDG 133

BLDG 130C

BLDG 130B

BLDG

130A

4 CART SPACES

4 ADA STALLS

20 STANDARD STALLS

N: 2083142.12

E: 6302060.86

N: 2083169.37

E: 6302088.11

N: 2083170.12

E: 6302103.32

N: 2083222.90

E: 6301972.36

N: 2083252.85

E: 6301964.24

N: 2083195.87

E: 6302087.11

N: 2083195.87

E: 6302103.32

N: 2083205.12

E: 6302077.86

N: 2083328.12

E: 6302063.11

N: 2083328.12

E: 6302041.11

N: 2083302.12

E: 6302077.85

N: 2083311.37

E: 6302087.10

N: 2083312.12

E: 6302103.32

N: 2083328.87

E: 6302103.32

N: 2083328.87

E: 6302102.11

N: 2083348.12

E: 6302082.86

N: 2083318.31

E: 6301964.24

N: 2083348.26

E: 6301972.36

N: 2083460.04

E: 6301972.37

N: 2083489.98

E: 6301964.24

VEHICLE

TURN OUT

N: 2083555.43

E: 6301964.24

N: 2083585.37

E: 6301972.37

N: 2083758.01

E: 6301972.37

N: 2083917.81

E: 6302020.52

N: 2083877.33

E: 6302089.51

N: 2083741.54

E: 6302060.44

N: 2083610.63

E: 6302076.87

N: 2083606.41

E: 6302089.19

N: 2083721.08

E: 6302048.14

N: 2083721.08

E: 6302036.12

A5

CS-519

DI

CS-506

C1

CS-501

D7

CS-501

D1

CS-506

C1

CS-517

A1

CS-518

D1

CS-505

F1

CS-508

A1

CS-505

D4

CS-505

A1

CS-516

A5

CS-501

C1

CS-519

C1

CS-517

A1

CS-518

D1

CS-506

VCC PARKING

EXTENSION

(BID OPTION 2)

4-DLA CART

STALLS

SPEED

BUMP

DI

CS-506

PVB

(K-8)

A

CS-509

PVB

(K-8)

A

CS-509

N: 2083142.29

E: 6302068.86

N: 2083144.86

E: 6302248.50

PVB

(K-4)

DI

CS-506

N: 2083326.09

E: 6302245.60

N: 2083482.79

E: 6302267.44

PVB

(K-4)

DI

CS-506

PVB

(K-4)

DI

CS-506

N: 2083582.97

E: 6302193.17

N: 2083695.06

E: 6302124.31

N: 2083698.57

E: 6302071.21

N: 2083901.76

E: 6302005.46

PVB

(K-4)

D1

CS-506

N: 2083737.67

E: 6301967.89

N: 2083737.16

E: 6301924.52

N: 2083498.25

E: 6301919.13

PVB

(K-4)

D1

CS-506

N: 2083323.78

E: 6301920.90

N: 2083149.58

E: 6301922.84

PVB

(K-4)

D1

CS-506

N: 2083860.55

E: 6302085.21

P

M

Q X

X C

S

X

X X d w g

L a s t

P l o t t e d

F i l e n a m e

A N

S x

P r o j e c t

M a n a g e m e n t

I n i t i a l s

D e s i g n e r

C h e c k e d

A p p r o v e d

KEY PLAN

U P

G R

A D

E

M

A

C

E S

S

C

O N

T R

I N

T

D L

A

D

I S

T R

I B

U T

I O

N

S A

N

J O

A Q

U I N

C

A

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

S A

C R

A M

E N

S

T R

I C

T

S A

C R

A M

E N

T O

C

A L

I F

O R

N

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S U

B M

I T

T E

D

B

Y

S I Z

E

I S

S U

E

D

A T

E

M A

R K

D E

S C

R I P

T I O

N D

A T

E

US Army Corps of Engineers

Sacramento District

R

E E

T

S

S A

C R

A M

E N

T O

C

A

P

F

SHEET ID

S O

L I C

I T

A T

I O

N

N

O

C O

N T

R A

D R

A W

I N

G

C

O D

E

A N

S I

D

A

B

C

D

1 2 3 4 5

W

D

SCALE: 1" = 30'

CIVIL SITE PLAN ENLARGEMENT 2 OF 3

00 30' 60'

M A

T C

H L

I N

E

S

H E

C I V

T

E

P

L A

N

E N

L A

R G

E M

E N

CS-402

M W

D L

D D

A H

C6

CS-521

A7

CS-512

M A

T C

H L

I N

E

S

H E

1. MAXIMUM OF THREE (3) FEET BETWEEN PVB POSTS.

MINIMUM OF TWO (2) FEET BETWEEN PVB FOUNDATIONS.

NOTES:

R E

S P

O N

B

Q U

I R

Y

N

O V

ELEVATION C AND (A MIRRORED) ELEVATION D

ELEVATION B SIMILAR

FIN.

FLOOR

FIN.

CEILING

/2

FIELD INSTALLED MASONARY

VENEER FINISH

STANDING SEAM HIP ROOF

W/ EXTENDED OVERHANG

TINTED GLAZING

DURASTEEL WITH UL 752

LEVEL 3 BULLET RESISTANT

CONSTRUCTION

HVAC UNITHVAC UNIT

OPEN

/2

INFRARED RADIANT HEATER

NOTE : DOOR CLEAR

OPENING TO BE 32"

ROOF OVERHANG

C

A

D

HMD-SL-BR

HMD-SL-BR

B

HVAC

(HIGH)

10' - 0"

3' - 2"3' - 8"3' - 2"

3"x3" ANCHOR TAB W/

3/4" DIA. HOL (TYP. 4)

24" DEEP STAINLESS

STEEL WORK COUNTER

1. THE ENTIRE DESIGN OF THIS BUILDING SHALL BE

CONSIDERED "DELEGATED ENGINEERED SYSTEMS" AS

DEFINED IN SECTION 2-1.1.1 OF UFC 3-301-01. SEE PROJECT

SPECIFICATION FOR PREMANUFACTURED STRUCTURES.

2. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET

OF SHOP DRAWINGS (INCLUSIVE OF MECHANICAL,

ELECTRICAL AND STRUCTURAL DESIGN DRAWINGS) TO

ARCHITECT/ENGINEER FOR REVIEW PRIOR TO THE BUILDING

FABRICATION. REVIEW OF SHOP DRAWINGS BY THE

ARCHITECT/ENGINEER IS FOR GENERAL COMPLIANCE WITH

THE CONTRACT DOCUMENTS ONLY. THE CONTRACTOR WILL

REMAIN RESPONSIBLE FOR ALL ERRORS OF DETAILING,

FABRICATION, AND FOR CORRECT FITTING OF ALL

COMPONENTS AND MEMBERS INCLUDING COORDINATION

WITH OTHERS TRADES. SHOP DRAWING SUBMITTALS

PROCESSED BY THE ENGINEER DO NOT CONSTITUTE CHANGE

ORDER. ANY PROPOSED CHANGES MUST BE SUBMITTED IN A

LETTER OR DETAIL TO THE ARCHITECT/ENGINEER FOR

APPROVAL. NOTE REFER TO NOTE NO. 7 BELOW FOR

ADDITIONAL MECHANICAL REQUIREMENTS.

3. ELECTRICAL, MECHANICAL, COMMUNICATIONS AND

SECURITY CONTROLS SYSTEMS SWITCHES WILL BE WALL

MOUNTED. PREMANUFACTURED STRUCTURES BUILDING

MANUFACTURER SHALL PROVIDE ELECTRICAL, MECHANICAL,

COMMUNICATIONS AND SECURITY CONTROLS SYSTEMS

INFRASTRUCTURE WITH IN-WALL CONDUIT PATHWAYS, AND

CONTRACTOR SHALL CONNECT AND ANCHOR SURFACE

MOUNTED CONTROLS SWITCHES AND PLATES AS REQUIRED

FOR CONTROLS EQUIPMENT CONNECTIVITY PER ELECTRICAL

AND MECHANICAL DRAWINGS AND SPECIFICATIONS FOR

PERFORMANCE REQUIREMENTS. TYPICAL MOUNTING HEIGHT

RANGE FOR CONTROLS IS BETWEEN 36" AND 48" ABOVE

FINISH FLOOR. SHOP DRAWINGS SHALL INCLUDE TYPE AND

SIZE OF IN-WALL CONDUIT PATHWAYS AND PROPOSED

TERMINIATIONS LOCATIONS.

4. ANCHORING WITH EXPANSION ANCHORS SHALL BE

DESIGNED AND IN ACCORDANCE WITH ACI-318 CHAPTER 17,

ASSUMING CRACKED CONCRETE CONDITIONS. EXPANSION

BOLTS TO BE OF DIAMETER, EMBEDMENT AND FINISH AS

INDICATED ON THE DRAWINGS AND SPECIFICATIONS. UNLESS

NOTED OTHERWISE, USE 1/2" DIA. CARBON STEEL BOLTS WITH

3.5" EFFECTIVE EMBEDMENT. LOAD VALUES FOR KB-TZ AS

MANUFACTURED BY HILTI HAVE BEEN USED AS THE BASIS OF

DESIGN. PROVIDE ANY APPROPRIATE EXPANISION ANCHOR

WITH EQUIVALENT SHEAR AND TENSION CAPACITIES AFTER

MODIFICATION DUE TO EMEBEMENT, SPACING AND EDGE

DISTANCES. LOAD CAPACITIES SHALL BE BASED ON TESTS IN

ACCORDANCE WITH ACI 355.2 AND ICC-ES AC 193. INSTALL

ANCHORS PER THE MANUFACTURER'S INSTRUCTIONS AND

RECOMMENDATIONS. OTHER AVAILABLE MANUFACTURERS

INCLUDE SIMPSON AND POWERS FASTENERS. CONCRETE IN

WHICH ANCHORS ARE INSTALLED SHALL BE REGULAR

WEIGHT (145 PCF, MIN.) WITH A MINIMUM 28 DAY

COMPRESSIVE STRENGTH OF 4,000 PSI. ANCHOR DIAMETER

REFERS TO THE THREAD SIZE.

5. ANCHORING WITH ADHESIVE ANCHOR SIZES SHALL BE

BASED ON HILTI HIT HY-200, ADHESIVE ANCHOR SYSTEM WITH

HAS THREADED ROD. ANY SYSTEM CONSISTING OF AN

EQUIVALENT TWO-COMPONENT STRUCTURAL GRADE

INJECTION MATERIAL CONFORMING TO ASTM C881 THAT

MEETS OR EXCEEDS THE CAPACITIES OF THE HILTI SYSTEM

AND IS APPROVED BY THE STRUCTUAL ENGINEER MAY BE

USED. ANCHOR SYSTEM MUST BE SHOWN TO HAVE

APPROVAL FROM THE ICC WITH A DOCUMENTED ICC

EVALUATION SERVICES REPORT. EXPOXY ANCHORS SHALL BE

DESIGNED AND IN ACCORDANCE WITH ACI-318 CHAPTER 17

ASSUMING CRACKED CONCRETE CONDITIONS. CONCRETE IN

WHICH ANCHORS ARE INSTALLED SHALL BE REGULAR

WEIGHT (145 PCF MIN) WITH A MINIMUM 28 DAY COMPRESSIVE

STRENGTH OF 4,000 PSI. TESTING OF CORE SAMPLES TO BE

PERFORMED BY THE CONTRACTOR AS NEEDED TO

DEMONSTRATE EXISTING CONCRETE STRENGTH, OR

CONSTRACTOR TO OBTAIN RECORDS OF ORIGINAL TEST

SAMPLES. ALL EPOXY ANCHOR INSTALLATIONS SHALL

COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS

AND SPECIFICATIONS. DUST SHALL BE BLOWN FROM THE

HOLE WITH COMPRESSED AIR TO ENSURE PROPER ANCHOR

SEATING DEPTH AND TO PROVIDE A CLEAN BONDING

SURFACE. ADDITIONALLY, THE HOLE SHALL BE BRUSHED WITH

A NYLON BRUSH THEN BLOWN AGAIN WITH COMPRESSED AIR.

EPOXY SHALL ONLY BE APPLIED TO CLEAN DRY SURFACES.

BASE MATERIAL TEMPERATURE MUST NOT BE BELOW 40 F.

6. THE BUILDING WILL ARRIVE ON-SITE AS A FULLY

ASSEMBLED PREMANUFACTURED STRUCTURE, AND THE

CONTRACTOR IS REPSONSIBLE TO PROVIDE A CRANE OR LIFT

SYSTEM PER MANUFACTURER'S REQUIREMENTS TO PLACE

THE BUILDING IN THE DESIGNED LOCATION ONTO A

CONCRETE PAD WHERE IT WILL BE PREMANANTLY

ANCHORED; SEE CIVIL DRAWINGS FOR LOCATION

7. PROVIDE COMPLETE THRU-WALL HEATING,

VENTILATION, AND AIR CONDITIONING (HVAC) SYSTEM TO

MAINTAIN CONDITIONS INDOORS AT 78F DRY BULB/50%

RELATIVE HUMIDITY MAXIMUM IN THE SUMMER AND 68 F DRY

BULB/30% RELATIVE HUMIDITY MINIMUM IN THE WINTER.

OUTDOOR CONDITIONS ARE 97.9 F DRY BULB/68.8 F WET BULB

IN THE SUMMER AND 32.7 F DRY BULB IN THE WINTER.

PROVIDE ASHRAE 62.1-2010 OUTDOOR AIR (VENTILATION) TO

THE SPACE THROUGH THE HVAC UNIT. HVAC COIL CAPACITY

CALCULATIONS SHALL INCLUDE HEAT LOSSES DUE TO

VENTILATION AIR, OCCUPANTS, OFFICE EQUIPMENT,

LIGHTING, ENVELOPE INSULATION VALUE, ETC. PROVIDE

SEISMIC BRACING ON EQUIPMENT, DUCTWORK, PIPING, ETC.

AS REQUIRED. ALSO PROVIDE ELECTRIC INFRARED RADIANT

HEATER ON EXTERIOR OF GUARD BOOTH, MOUNTED

DIRECTLY OVER EXIT DOORWAY AT A 45-DEGREE ANGLE WITH

MANUAL OCCUPANT ON/OFF DIAL AND TIMER INSIDE THE

GUARD BOOTH, ADJACENT TO DOOR. UNIT CAPACITY SHALL

BE 1,500 WATTS (5,118 BTU) AND RATED FOR OUTDOOR USE.

INSTALL ALL HVAC EQUIPMENT PER MANUFACTURER

RECOMMENDATIONS. SEE MECHANICAL-SERIES DRAWING

SHEET M-001 FOR VISITOR CONTROL CENTER AND DIVISION

22/23 SPECIFICATIONS FOR GENERAL NOTES REGARDING THE

HVAC PROJECT SCOPE AND REQUIREMENTS.

8. FINISH AND COLOR SELECTIONS FOR INTERIOR AND

EXTERIOR SURFACES, INCLUSIVE OF ROOFING, WALL PANELS,

DOORS, WINDOWS, INTERIOR WALL PANELS, CASEWORK,

COUNTERS, AND OTHER ELEMENTS THAT WILL BE VISIBLE TO

THE PUBLIC, WILL BE CHOSEN AS PART OF THE SHOP

DRAWING REVIEW PROCESS, AND WILL BE SELECTED FROM

THE BUILDINGS MFG'S. STANDARD COLOR SELECTIONS,

UNLESS OTHERWISE DIRECTED ON THE DRAWINGS.

UL 752 LEVEL 3 BULLET RESISTANT CONSTRUCTION, SLIDING DOOR, TINTED GLAZING, FACTORY ADHERED BRICK FINISH, THRU WALL HAVC, EXTERIOR LIGHTING AND STANDING SEAM HIP ROOF WITH EXTENDED OVERHANG

1. ROOF INCLUDES A FULLY INSTALLED STANDING SEAM METAL ROOF.

2. A CONTINUOUS SHEET OF HARDENED BALLISTIC RATED STEEL IS USED FOR EACH WALL TO CREATE A SEAMLESS BALLISTIC BARRIER FROM GRADE TO THE ROOF LINE.

3. BULLET RESISTANT STEEL TOP-SUSPENDED SLIDING DOOR.

4. DURABLE STEEL CONSTRUCTION CONSISTING OF STRUCTURAL ASTM A500 GRADE B WELDED STEEL EXTERIOR WALL PANELS AND 16 GUAGE INTERIOR WALL PANELS.

5. FULLY INSULATED WALLS AND CEILING.

6. WINDOWS ARE CLEAR OR TINTED GLAZING AND SLIDING TYPE.

7. 1 1/2" SOLID INSULATING FLOOR STRUCTURE WITH MAINTENANCE-FREE ALUMINUM TREADPLATE FINSIHED SURFACE.

8. ALL STEEL SURFACES ARE ELECTROSTATICALLY PAINTED WITH RUST INHIBITIVE EPOXY PRIMER AND HAVE A FINISHED COAT OF AN AIR DRY INDUSTRIAL ARCYLIC PAINT.

9. EXTERIOR FACADE FINISH COLORS TO MATCH BUILDING 128 IN ALL RESPECTS.

GUARD BOOTH DESIGN CRITERIA

DEGREES F

WET BULB

51.5

DEGREES F

WET BULB

% RELATIVE

HUMIDITY

% RELATIVE

HUMIDITY

SUMMER 78.0

DEGREES F

DRY BULB

WINTER 68.0

DEGREES F

DRY BULB

NOTES: 1. SETPOINT DATA BASED ON UFC 3-410-01 REQUIREMENTS.

INDOOR DESIGN CONDITIONS

68.8

DEGREES F

WET BULB

SUMMER 97.9

DEGREES F

DRY BULB

WINTER 32.7 DEGREES F

NOTES: 1. WEATHER DATA BASED ON ASHRAE CLIMACTIC DATA,

UFC 3-400-02, AND UFC 3-410-01 REQUIREMENTS.

OUTDOOR DESIGN CONDITIONS

COLOR FINISH NOTES:

1. VENEER TO MATCH VCC COLOR SELECTION OF SPLIT FACE CMU. (SEE ** BELOW)

2. UPPER FIELD TO MATCH VCC BURNISHED BLOCK COLOR SELECTION.

3. ROOFING TO MATCH VCC ROOFING AND COLOR SELECTION BY GOV.

4. DOORS AND FRAMES TO MATCH ROOFING COLOR.

5. WINDOW FRAMES TO MATCH ROOFING COLOR.

6. GLAZING TO BE BALLISTIC RATED/TINTED GLASS PER VCC SELECTION.

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1/2" = 1'-0"A-501

ELEVATIONS2

1/2" = 1'-0"A-501

PLAN VIEW1

0 1' 2' 4'

INTERNATIONAL BUILDING CODE ANALYSIS:

CONSTRUCTION TYPE:

A. TYPE V-NS

B. NON-RATED

C. UNPROTECTED STRUCTURE

D. NON-SPRINKLER

OCCUPANCY TYPE: "B"

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** THE MASONRY VENEER SHALL HAVE SPLIT FACE FINISH, SUCH AS THE SPLIT FACE

MASONRY UNITES UTILIZED FOR THE WAINSCOT OF VCC BUILDING. BUILDING NO. 128.

WITH A DIMENSIONAL SHAPE OF 8"x16"x1" MINIMUM, TO 3" MAX THICKNESS. THE

MASONRY VENEER SHALL BE APPLIED TO THE LOWER WAINSCOT LEVEL OF THE

PREFABRICATED BUILDINGS AND BOOTHS. THE CONTRACTOR AS PART OF THE

SUBMITTAL AND SHOP DRAWING PROCESS, WILL COORDINATE WITH THE SELECTED

PREFABRICATED BUILDING MANUFACTURER, AND THE MASONRY SUPPLIER, AND OR

SUB-CONTRACTOR TO COORDINATE THE EXTERIOR SUBSTRATE THE MASONRY

VENEERS WILL BE APPLIED TO AS WELL AS ANY FLASHING BETWEEN THE VENEER

AND THE METAL PANELS ABOVE.

FINISH CEILING

8' - 2"

FINISH FLOOR

LINE

0' - 2"

T.O.W.

9' - 2"

T.O.S.

0' - 0"

SEE 5/A-201 FOR GUTTER DETAILS

FINISH CEILING

8' - 2"

FINISH FLOOR

LINE

0' - 2"

T.O.W.

9' - 2"

T.O.S.

0' - 0"

AB

FINISH CEILING

8' - 2"

FINISH FLOOR

LINE

0' - 2"

T.O.W.

9' - 2"

T.O.S.

0' - 0"

1 2

FOUNDATION PADALL DOORS TO BE BALLISTIC

RATED & MIN 3070, TYP.

FIELD INSTALLED MASONRY VENEER TO

MATCH VCC COLOR SELECTION.

INSTALLED BY GENERAL CONTRACTOR

STANDING SEAM METAL

ROOF FULLY INSULATED

TYP BALLISTIC RATED

WINDOW. MIN 3040 ALL

WINDOWS

BALLISTIC RATED MTL

WALL PANELS

T

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12" TO CL

24" TO CL

#12 BUILDING SIGN CENTERED ON

FINISH CEILING. SEE 12/AI-501

ROOM SIGN TYP. SEE #11/AI-

501 FURNISHED & INSTALLED

BY GENERAL CONTRACTOR

SEE 5/A-201 FOR GUTTER DETAILS

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501 FURNISHED & INSTALLED

BY GENERAL CONTRACTOR

ROOM SIGN TYP. SEE #6/AI-

501 FURNISHED & INSTALLED

BY GENERAL CONTRACTOR

12" TO CL

FINISH CEILING

8' - 2"

FINISH FLOOR

LINE

0' - 2"

T.O.W.

9' - 2"

T.O.S.

0' - 0"

A B

24" TO CL

#12 BUILDING SIGN CENTERED ON

FINISH CEILING. SEE 12/AI-501

COLOR FINISH NOTES:

1. VENEER TO MATCH VCC COLOR SELECTION OF SPLIT FACE CMU. (SEE ** BELOW)

2. UPPER FIELD TO MATCH VCC BURNISHED BLOCK COLOR SELECTION.

3. ROOFING TO MATCH VCC ROOFING AND COLOR SELECTION BY GOV.

4. DOORS AND FRAMES TO MATCH ROOFING COLOR.

5. WINDOW FRAMES TO MATCH ROOFING COLOR.

6. GLAZING TO BE BALLISTIC RATED/TINTED GLASS PER VCC SELECTION.

HEAVY DUTY SUPPORT BRACKETS

@ 30" CENTERS. (OPTIONAL)

HEAVY DUTY INTERIOR STRAPS

@ 30" CENTER.

GUTTER PROFILE 10' LENGTH, 1"

TELESCOPING JOINTS.

#10 X 2" S.S. WOOD SCREWS

1-1/2" STAINLESS NAILS OR #10

X 1 1/2" S.S. WOOD SCREWS.

ALUMINUM RIVET TO SECURE

INTERIOR STRAP OT GUTTER.

0' - 5"

0' - 4"

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3/8" = 1'-0"1

WEST ELEVATION

3/8" = 1'-0"2

NORTH ELEVATION

3/8" = 1'-0"3

EAST ELEVATION

3/8" = 1'-0"4

SOUTH ELEVATION

3" = 1'-0"5

INDUSTRIAL SERIES COMMERCIAL

GUTTER SYSTEM G1-R6

** THE MASONRY VENEER SHALL HAVE SPLIT FACE FINISH, SUCH AS THE SPLIT FACE

MASONRY UNITES UTILIZED FOR THE WAINSCOT OF VCC BUILDING. BUILDING NO. 128.

WITH A DIMENSIONAL SHAPE OF 8"x16"x1" MINIMUM, TO 3" MAX THICKNESS. THE

MASONRY VENEER SHALL BE APPLIED TO THE LOWER WAINSCOT LEVEL OF THE

PREFABRICATED BUILDINGS AND BOOTHS. THE CONTRACTOR AS PART OF THE

SUBMITTAL AND SHOP DRAWING PROCESS, WILL COORDINATE WITH THE SELECTED

PREFABRICATED BUILDING MANUFACTURER, AND THE MASONRY SUPPLIER, AND OR

SUB-CONTRACTOR TO COORDINATE THE EXTERIOR SUBSTRATE THE MASONRY

VENEERS WILL BE APPLIED TO AS WELL AS ANY FLASHING BETWEEN THE VENEER

AND THE METAL PANELS ABOVE.

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FINISH FLOOR

LINE

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T.O.S.

0' - 0"

FINISH CEILING

8' - 2"

FOUNDATION PADFIELD INSTALLED MASONRY

VENEER TO MATCH VCC

COLOR SELECTION

STANDING SEAM METAL

ROOF FULLY INSULATED

TYP BALLISTIC RATED WINDOW.

MIN 3040 ALL WINDOWS

BALLISTIC RATED MTL

WALL PANELS

ALL DOORS TO BE BALLISTIC

RATED & MIN 3070, TYP.

SEE 5/A-201 FOR GUTTER PROFILE

#12 BUILDING SIGN CENTERED ON

FINISH CEILING. SEE 12/AI-501

ROOM SIGN TYP. SEE #11/AI-

501 FURNISHED & INSTALLED

BY GENERAL CONTRACTOR

T

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12" TO CL

T

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ROOM SIGN TYP. SEE #10/AI-

501 FURNISHED & INSTALLED

BY GENERAL CONTRACTOR

EQEQ

ROOM SIGN TYP. SEE #6/AI-

501 FURNISHED & INSTALLED

BY GENERAL CONTRACTOR

AB

T.O.W.

9' - 2"

FINISH FLOOR

LINE

0' - 2"

T.O.S.

0' - 0"

FINISH CEILING

8' - 2"

A B

T.O.W.

9' - 2"

FINISH FLOOR

LINE

0' - 2"

T.O.S.

0' - 0"

FINISH CEILING

8' - 2"

2 1

T.O.W.

9' - 2"

FINISH FLOOR

LINE

0' - 2"

T.O.S.

0' - 0"

FINISH CEILING

8' - 2"

SEE 5/A-201 FOR GUTTER DETAIL

12" TO CL

T

O C

L

COLOR FINISH NOTES:

1. VENEER TO MATCH VCC COLOR SELECTION OF SPLIT FACE CMU. (SEE ** BELOW)

2. UPPER FIELD TO MATCH VCC BURNISHED BLOCK COLOR SELECTION.

3. ROOFING TO MATCH VCC ROOFING AND COLOR SELECTION BY GOV.

4. DOORS AND FRAMES TO MATCH ROOFING COLOR.

5. WINDOW FRAMES TO MATCH ROOFING COLOR.

6. GLAZING TO BE BALLISTIC RATED/TINTED GLASS PER VCC SELECTION.

HEAVY DUTY SUPPORT BRACKETS

@ 30" CENTERS. (OPTIONAL)

HEAVY DUTY INTERIOR STRAPS

@ 30" CENTER.

GUTTER PROFILE 10' LENGTH, 1"

TELESCOPING JOINTS.

#10 X 2" S.S. WOOD SCREWS

1-1/2" STAINLESS NAILS OR #10

X 1 1/2" S.S. WOOD SCREWS.

ALUMINUM RIVET TO SECURE

INTERIOR STRAP OT GUTTER.

0' - 5"

0' - 4"

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3/8" = 1'-0"1

NORTH ELEVATION

3/8" = 1'-0"3

SOUTH ELEVATION

3/8" = 1'-0"4

WEST ELEVATION

3" = 1'-0"5

INDUSTRIAL SERIES COMMERCIAL

GUTTER SYSTEM G1-R6

** THE MASONRY VENEER SHALL HAVE SPLIT FACE FINISH, SUCH AS THE SPLIT FACE

MASONRY UNITES UTILIZED FOR THE WAINSCOT OF VCC BUILDING. BUILDING NO. 128.

WITH A DIMENSIONAL SHAPE OF 8"x16"x1" MINIMUM, TO 3" MAX THICKNESS. THE

MASONRY VENEER SHALL BE APPLIED TO THE LOWER WAINSCOT LEVEL OF THE

PREFABRICATED BUILDINGS AND BOOTHS. THE CONTRACTOR AS PART OF THE

SUBMITTAL AND SHOP DRAWING PROCESS, WILL COORDINATE WITH THE SELECTED

PREFABRICATED BUILDING MANUFACTURER, AND THE MASONRY SUPPLIER, AND OR

SUB-CONTRACTOR TO COORDINATE THE EXTERIOR SUBSTRATE THE MASONRY

VENEERS WILL BE APPLIED TO AS WELL AS ANY FLASHING BETWEEN THE VENEER

AND THE METAL PANELS ABOVE.

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3"x3" ANCHOR TAB W/

3/4"DIA. HOLE (TYP. 4)

ROOF OVERHANG

C

A

D

HMD-SL-BR

B

HVAC

(HIGH)

HMD-SL-BR

6' - 0"

32" CLR OPNG

32" CLR OPNG

ELEVATION A AND (C MIRRORED) ELEVATION D (B MIRRORED W/O HVAC UNIT)

FIN.

FLOOR

FIN.

CEILING

/2

STANDING SEAM HIP ROOF

W/ EXTENDED OVERHANG.

DURASTEEL WITH UL 752

LEVEL 3 BULLET RESISTANT

CONSTRUCTION.

FIELD APPLIED MASONRY

VEENER FINISH

TINTED GLAZING

HVAC UNIT

SLIDING DOOR W/ MIN

32" CLR OPENING WHEN

DOOR IS OPEN

1. THE ENTIRE DESIGN OF THIS BUILDING SHALL BE

CONSIDERED "DELEGATED ENGINEERED SYSTEMS" AS

DEFINED IN SECTION 2-1.1.1 OF UFC 3-301-01. SEE PROJECT

SPECIFICATION FOR PREMANUFACTURED STRUCTURES.

2. THE CONTRACTOR SHALL SUBMIT A COMPLETE SET

OF SHOP DRAWINGS (INCLUSIVE OF MECHANICAL,

ELECTRICAL AND STRUCTURAL DESIGN DRAWINGS) TO

ARCHITECT/ENGINEER FOR REVIEW PRIOR TO THE BUILDING

FABRICATION. REVIEW OF SHOP DRAWINGS BY THE

ARCHITECT/ENGINEER IS FOR GENERAL COMPLIANCE WITH

THE CONTRACT DOCUMENTS ONLY. THE CONTRACTOR WILL

REMAIN RESPONSIBLE FOR ALL ERRORS OF DETAILING,

FABRICATION, AND FOR CORRECT FITTING OF ALL

COMPONENTS AND MEMBERS INCLUDING COORDINATION

WITH OTHERS TRADES. SHOP DRAWING SUBMITTALS

PROCESSED BY THE ENGINEER DO NOT CONSTITUTE CHANGE

ORDER. ANY PROPOSED CHANGES MUST BE SUBMITTED IN A

LETTER OR DETAIL TO THE ARCHITECT/ENGINEER FOR

APPROVAL. NOTE REFER TO NOTE NO. 7 BELOW FOR

ADDITIONAL MECHANICAL REQUIREMENTS.

3. ELECTRICAL, MECHANICAL, COMMUNICATIONS AND

SECURITY CONTROLS SYSTEMS SWITCHES WILL BE WALL

MOUNTED. PREMANUFACTURED STRUCTURES BUILDING

MANUFACTURER SHALL PROVIDE ELECTRICAL, MECHANICAL,

COMMUNICATIONS AND SECURITY CONTROLS SYSTEMS

INFRASTRUCTURE WITH IN-WALL CONDUIT PATHWAYS, AND

CONTRACTOR SHALL CONNECT AND ANCHOR SURFACE

MOUNTED CONTROLS SWITCHES AND PLATES AS REQUIRED

FOR CONTROLS EQUIPMENT CONNECTIVITY PER ELECTRICAL

AND MECHANICAL DRAWINGS AND SPECIFICATIONS FOR

PERFORMANCE REQUIREMENTS. TYPICAL MOUNTING HEIGHT

RANGE FOR CONTROLS IS BETWEEN 36" AND 48" ABOVE

FINISH FLOOR. SHOP DRAWINGS SHALL INCLUDE TYPE AND

SIZE OF IN-WALL CONDUIT PATHWAYS AND PROPOSED

TERMINIATIONS LOCATIONS.

4. ANCHORING WITH EXPANSION ANCHORS SHALL BE

DESIGNED AND IN ACCORDANCE WITH ACI-318 CHAPTER 17,

ASSUMING CRACKED CONCRETE CONDITIONS. EXPANSION

BOLTS TO BE OF DIAMETER, EMBEDMENT AND FINISH AS

INDICATED ON THE DRAWINGS AND SPECIFICATIONS. UNLESS

NOTED OTHERWISE, USE 1/2" DIA. CARBON STEEL BOLTS WITH

3.5" EFFECTIVE EMBEDMENT. LOAD VALUES FOR KB-TZ AS

MANUFACTURED BY HILTI HAVE BEEN USED AS THE BASIS OF

DESIGN. PROVIDE ANY APPROPRIATE EXPANISION ANCHOR

WITH EQUIVALENT SHEAR AND TENSION CAPACITIES AFTER

MODIFICATION DUE TO EMEBEMENT, SPACING AND EDGE

DISTANCES. LOAD CAPACITIES SHALL BE BASED ON TESTS IN

ACCORDANCE WITH ACI 355.2 AND ICC-ES AC 193. INSTALL

ANCHORS PER THE MANUFACTURER'S INSTRUCTIONS AND

RECOMMENDATIONS. OTHER AVAILABLE MANUFACTURERS

INCLUDE SIMPSON AND POWERS FASTENERS. CONCRETE IN

WHICH ANCHORS ARE INSTALLED SHALL BE REGULAR

WEIGHT (145 PCF, MIN.) WITH A MINIMUM 28 DAY

COMPRESSIVE STRENGTH OF 4,000 PSI. ANCHOR DIAMETER

REFERS TO THE THREAD SIZE.

5. ANCHORING WITH ADHESIVE ANCHOR SIZES SHALL BE

BASED ON HILTI HIT HY-200, ADHESIVE ANCHOR SYSTEM WITH

HAS THREADED ROD. ANY SYSTEM CONSISTING OF AN

EQUIVALENT TWO-COMPONENT STRUCTURAL GRADE

INJECTION MATERIAL CONFORMING TO ASTM C881 THAT

MEETS OR EXCEEDS THE CAPACITIES OF THE HILTI SYSTEM

AND IS APPROVED BY THE STRUCTUAL ENGINEER MAY BE

USED. ANCHOR SYSTEM MUST BE SHOWN TO HAVE

APPROVAL FROM THE ICC WITH A DOCUMENTED ICC

EVALUATION SERVICES REPORT. EXPOXY ANCHORS SHALL BE

DESIGNED AND IN ACCORDANCE WITH ACI-318 CHAPTER 17

ASSUMING CRACKED CONCRETE CONDITIONS. CONCRETE IN

WHICH ANCHORS ARE INSTALLED SHALL BE REGULAR

WEIGHT (145 PCF MIN) WITH A MINIMUM 28 DAY COMPRESSIVE

STRENGTH OF 4,000 PSI. TESTING OF CORE SAMPLES TO BE

PERFORMED BY THE CONTRACTOR AS NEEDED TO

DEMONSTRATE EXISTING CONCRETE STRENGTH, OR

CONSTRACTOR TO OBTAIN RECORDS OF ORIGINAL TEST

SAMPLES. ALL EPOXY ANCHOR INSTALLATIONS SHALL

COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS

AND SPECIFICATIONS. DUST SHALL BE BLOWN FROM THE

HOLE WITH COMPRESSED AIR TO ENSURE PROPER ANCHOR

SEATING DEPTH AND TO PROVIDE A CLEAN BONDING

SURFACE. ADDITIONALLY, THE HOLE SHALL BE BRUSHED WITH

A NYLON BRUSH THEN BLOWN AGAIN WITH COMPRESSED AIR.

EPOXY SHALL ONLY BE APPLIED TO CLEAN DRY SURFACES.

BASE MATERIAL TEMPERATURE MUST NOT BE BELOW 40 F.

6. THE BUILDING WILL ARRIVE ON-SITE AS A FULLY

ASSEMBLED PREMANUFACTURED STRUCTURE, AND THE

CONTRACTOR IS REPSONSIBLE TO PROVIDE A CRANE OR LIFT

SYSTEM PER MANUFACTURER'S REQUIREMENTS TO PLACE

THE BUILDING IN THE DESIGNED LOCATION ONTO A

CONCRETE PAD WHERE IT WILL BE PREMANANTLY

ANCHORED; SEE CIVIL DRAWINGS FOR LOCATION.

7. PROVIDE COMPLETE THRU-WALL HEATING,

VENTILATION, AND AIR CONDITIONING (HVAC) SYSTEM TO

MAINTAIN CONDITIONS INDOORS AT 78F DRY BULB/50%

RELATIVE HUMIDITY MAXIMUM IN THE SUMMER AND 68 F DRY

BULB/30% RELATIVE HUMIDITY MINIMUM IN THE WINTER.

OUTDOOR CONDITIONS ARE 97.9 F DRY BULB/68.8 F WET BULB

IN THE SUMMER AND 32.7 F DRY BULB IN THE WINTER.

PROVIDE ASHRAE 62.1-2010 OUTDOOR AIR (VENTILATION) TO

THE SPACE THROUGH THE HVAC UNIT. HVAC COIL CAPACITY

CALCULATIONS SHALL INCLUDE HEAT LOSSES DUE TO

VENTILATION AIR, OCCUPANTS, OFFICE EQUIPMENT,

LIGHTING, ENVELOPE INSULATION VALUE, ETC. PROVIDE

SEISMIC BRACING ON EQUIPMENT, DUCTWORK, PIPING, ETC.

AS REQUIRED. SEE MECHANICAL-SERIES DRAWING SHEET

M-001 FOR VISITOR CONTROL CENTER AND DIVISION 22/23

SPECIFICATIONS FOR GENERAL NOTES REGARDING THE HVAC

PROJECT SCOPE AND REQUIREMENTS.

8. FINISH AND COLOR SELECTIONS FOR INTERIOR AND

EXTERIOR SURFACES, INCLUSIVE OF ROOFING, WALL PANELS,

DOORS, WINDOWS, INTERIOR WALL PANELS, CASEWORK,

COUNTERS, AND OTHER ELEMENTS THAT WILL BE VISIBLE TO

THE PUBLIC, WILL BE CHOSEN AS PART OF THE SHOP

DRAWING REVIEW PROCESS, AND WILL BE SELECTED FROM

THE BUILDINGS MFG'S. STANDARD COLOR SELECTIONS,

UNLESS OTHERWISE DIRECTED ON THE DRAWINGS.

UL 752 LEVEL 3 BULLET RESISTANT CONSTRUCTION, SLIDING DOOR, TINTED GLAZING, FACTORY ADHERED BRICK FINISH, THRU WALL HAVC, EXTERIOR LIGHTING AND STANDING SEAM HIP ROOF WITH EXTENDED OVERHANG

1. ROOF: INSULATED STANDING SEAM METAL ROOF.

2. A CONTINUOUS SHEET OF HARDENED BALLISTIC RATED STEEL IS USED FOR EACH WALL TO CREATE A SEAMLESS BALLISTIC BARRIER FROM GRADE TO THE ROOF LINE.

3. BULLET RESISTANT STEEL SWING DOOR.

4. DURABLE STEEL CONSTRUCTION CONSISTING OF STRUCTURAL ASTM A500 GRADE B WELDED STEEL EXTERIOR WALL PANELS AND 16 GUAGE INTERIOR WALL PANELS.

5. FULLY INSULATED WALLS AND CEILING.

6. WINDOWS ARE CLEAR OR TINTED GLAZING AND SLIDING TYPE.

7. 1 1/2" SOLID INSULATING FLOOR STRUCTURE WITH MAINTENANCE-FREE ALUMINUM TREADPLATE FINSIHED SURFACE.

8. ALL STEEL SURFACES ARE ELECTROSTATICALLY PAINTED WITH RUST INHIBITIVE EPOXY PRIMER AND HAVE A FINISHED COAT OF AN AIR DRY INDUSTRIAL ARCYLIC PAINT.

9. EXTERIOR FACADE FINISH COLORS TO MATCH BUILDING 128 IN ALL RESPECTS.

10. GUN PORTS SHALL BE PROVEDED ON EACH FACE OF THE OVERWATCH.

11. ALL GUN PORTS SHALL BE USABLE FOR BOTH HANDGUN AND SHOULDER FIRED WEAPONS. GUNPORT DESIGN SHALL NOT REQUIRE WEAPONS TO BE ORIENTED IN AN UNUSUAL WAY (EG. GUNPORT BEING PLACED IMMEDIATELY ABOVE COUNTER AND COUNTER INTERFERING WITH VERTICAL ORIENTATiON OF PISTOL MAGAZINE.)

OVERWATCH DESIGN CRITERIA

DEGREES F

WET BULB

51.5

DEGREES F

WET BULB

% RELATIVE

HUMIDITY

% RELATIVE

HUMIDITY

SUMMER 78.0

DEGREES F

DRY BULB

WINTER 68.0

DEGREES F

DRY BULB

NOTES: 1. SETPOINT DATA BASED ON UFC 3-410-01 REQUIREMENTS.

INDOOR DESIGN CONDITIONS

68.8

DEGREES F

WET BULB

SUMMER 97.9

DEGREES F

DRY BULB

WINTER 32.7 DEGREES F

NOTES: 1. WEATHER DATA BASED ON ASHRAE CLIMACTIC DATA,

UFC 3-400-02, AND UFC 3-410-01 REQUIREMENTS.

OUTDOOR DESIGN CONDITIONS

COLOR FINISH NOTES:

1. VENEER TO MATCH VCC COLOR SELECTION OF SPLIT FACE CMU. (SEE ** BELOW)

2. UPPER FIELD TO MATCH VCC BURNISHED BLOCK COLOR SELECTION.

3. ROOFING TO MATCH VCC ROOFING AND COLOR SELECTION BY GOV.

4. DOORS AND FRAMES TO MATCH ROOFING COLOR.

5. WINDOW FRAMES TO MATCH ROOFING COLOR.

6. GLAZING TO BE BALLISTIC RATED/TINTED GLASS PER VCC SELECTION.

US Army Corps of Engineers ®

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BIM 360://60587539-R19-Upgrade ACP DLA Tracy/A_TRACY_OVERWATCH.rvt

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OVERWATCH PLAN VIEW1

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OVERWATCH ELEVATIONS2

0 1' 2' 4'

NOTE: OVERWATCH DOOR REQUIREMENTS.

PROVIDE A MINIMUM 32" CLEAR OPENING (CLEAR WHEN DOOR IS FULLY

OPEN). PROVIDE A MIN 6'-8' HIGH SLIDING DOOR AS SHOWN. THAT WHEN

FULLY RETRACTED WILL PROVIDE THE REQUIRED 32" CLEAR OPENING.

THE DOOR SHALL BE DESIGNED SUCH THAT WHEN FULLY CLOSED, THE

DOOR SHALL OVERLAP THE BACK JAMB A MIN OF 1.5" AS TO NOT ALLOW

OBJECTS TO FREELY PASS BETWEEN THE JAMB AND FRAME.

OVERWATCH BUILDING IS CURRENTLY DESIGNED AT 6'-0" x 6'-0" FOR A

GROSS TOTAL OF 36 SF. PRE 10 UFC 2853, THE BUILDING AREA MAY BE

INCREASED BY 10 PERCENT TO A MAXIMUM OF 39.5 SF (AND OR

EXTENDED A DISTANCE OF 4.92") TO ALLOW FOR MEETING THE MINMUM

DOOR CLEARANCES.

INTERNATION BUILDING CODE ANALYSIS:

CONSTRUCTION TYPE:

A. TYPE V-NS

B. NON-RATED

C. UNPROTECTED STRUCTURE

D. NON-SPRINKLER

OCCUPANCY TYPE: "B" 2

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** THE MASONRY VENEER SHALL HAVE SPLIT FACE FINISH, SUCH AS THE SPLIT FACE

MASONRY UNITES UTILIZED FOR THE WAINSCOT OF VCC BUILDING. BUILDING NO. 128.

WITH A DIMENSIONAL SHAPE OF 8"x16"x1" MINIMUM, TO 3" MAX THICKNESS. THE

MASONRY VENEER SHALL BE APPLIED TO THE LOWER WAINSCOT LEVEL OF THE

PREFABRICATED BUILDINGS AND BOOTHS. THE CONTRACTOR AS PART OF THE

SUBMITTAL AND SHOP DRAWING PROCESS, WILL COORDINATE WITH THE SELECTED

PREFABRICATED BUILDING MANUFACTURER, AND THE MASONRY SUPPLIER, AND OR

SUB-CONTRACTOR TO COORDINATE THE EXTERIOR SUBSTRATE THE MASONRY

VENEERS WILL BE APPLIED TO AS WELL AS ANY FLASHING BETWEEN THE VENEER

AND THE METAL PANELS ABOVE.

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(E) V24 (N15)

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CHRISMAN ROAD

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PULL BOX ON LIGHT POLE

(N) UG CONDUIT (1) 1-INCH

TO GATE OPERATORS

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FIBER

TERMINATION

CABINET

EXTERIOR MOUNTED

PULL BOX

C(UG)

C(UG)

2 3

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(2) 4-INCH

C(UG

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NEW UNDERGROUND COMM. CONDUIT

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CABLE PATHWAY

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LEGEND

GENERAL NOTES

1. THE NEW PATHWAYS SHOWN ARE…