Attachment__1_-_Revised_Plan_Sheets.pdf

Amendment 0001, Attachment #1

PLAN NOTES:

1. TOP OF SLAB AND REFERENCE EL = 100'-0"

UNLESS NOTED OTHERWISE BY A (+) OR (-)

FROM THIS ELEVATION.

2. 5" CONCRETE SLAB ON GRADE

REINFORCE W/ #4 @ 16" O.C., E.W.

PLACE 2" CLEAR FROM TOP SURFACE OF SLAB.

3. TOP OF ALL WALL FOOTING EL. = 98'-8" U.N.O.

4. TOP OF COLUMN FOOTINGS EL = 97'-6" U.N.O.

4.. SEE SHEET 01S001 FOR STRUCTURAL

GENERAL NOTES.

5. ALL COLUMNS EXTEND FULL HEIGHT OF STRUCTURE

UNLESS NOTED OTHERWISE.

6. SLAB CONTROL JOINTS (DESIGNTED C.J.) PER

DETAIL 5/01S002.

A B C D E F G H I

8 8

1.1

2.9

W

X72

W

X72

W

X72

F5.5

F8.0

F5.5

H S S8X

8X 1/

W

X60

22'-6" 21'-6" 9'-4" 10'-8" 34'-6" 21'-4" 31'-8" 25'-3" 25'-3"

W

X60

H S S8X

8X 3/

W

X60

F8.0 F8.0 F8.0

F7.0F7.0F7.0

F18.0 X 74.0

F8.0F8.0F8.0

/2

/2

/2

/2

TOP OF FTG.

EL = (-2'-10")

SLAB ON GRADE

TOP OF SLAB

EL = 98'-6"

SEE NOTE 2

(-2'-6") (-2'-0")

(-2'-6")(-2'-6")

(-2'-6") (-2'-6")

(-2'-6")

(-2'-6")

4'-0"

SLAB ON GRADE

TOP OF SLAB

EL = 100'-0"

SEE NOTE 2

4'-0"

(-1'-4")

(-1'-4")

(-1'-0")

C.J. C.J.

C .J

C

.J

SLAB ON GRADE

TOP OF SLAB

EL = 100'-0"

SEE NOTE 2

SLAB ON GRADE

TOP OF SLAB

EL 100'-0"

SEE NOTE 2

3'-6"

C.J.

C.J.

C .J

NON- LOAD BRG WALL

COOR. W/ ARCH.

SLAB ON GRADE

TOP OF SLAB

EL = 100'-0"

SEE NOTE 2

(-2'-6")

H S S8X

8X 1/

F7.0

(-2'-6")

H S S8X

8X 1/

F7.0

(-2'-6")

3'-0"

C .J

C .J

C .J

C .J

C.J.

C.J. C.J.

C.J. C.J.

C.J.

C.J.

C.J.

C .J

C

.J

C .J

C .J

C .J

C .J

C

.J

C .J

C .J

C

.J

C .J

. C .J

TOP OF FTG.

EL = (-1'-4")

FTG.

STEP

TOP OF FTG.

EL = (-1'-4")

FTG.

STEP

TOP OF FTG.

EL = (-2'-10")

TOP OF FTG.

EL = (-2'-10")

C .J

C .J

C .J

C .J

C.J.

C.J.

SLAB ON GRADE

TOP OF SLAB

EL 100'-0"

SEE NOTE 2

SLAB ON GRADE

TOP OF SLAB

EL = 100'-0"

SEE NOTE 2

C.J.

M A

T C

H L

IN

E

S E

E S

H E

E T

S

F

O R

C O

N T

IN

U

A T

IO

N

F7.0

(-2'-6")

H S S8X

8X 1/

H S S8X

8X 3/

H S S8X

8X 3/

H S S8X

8X 1/

H S S8X

8X 1/

H S S8X

8X 1/

H S S8X

8X 1/

H S S8X

8X 3/

2.1

C.5

1.3

H S S6X

6X 5/

7.8

F4.5

H S S6X

6X 5/

(-1'-4")

(-2'-6")

22'-0"22'-0"

WF3 WF33

3'-0"

W F

W F

WF3 3

WF3

WF2

WF2

WF3

W F

WF3

WF2

WF2

W F

WF3 WF3

2'-0"

W F

.5

W F

WF3WF3

5'-6"

W F

.5

W

X60

VERT. BRACING

SEE 1/01S201

0"

0"

STEP FOOTING FOR

MOP SINK DRAIN

01S301

46'-0"

1'-0"

/8

(S L R

S

(S L R

S

4'-6"

01S301

01S302

01S003

01S003 5

01S003

C.J. C.J.

SIM.

TYP.

F6.0

(-1'-4")

8"

8"

01S301

01S003

(S L R

S

(S L R

S

01S003

01S003

01S301

01S003

01S003

01S003 01S301

H S S4X

4X 3/

H S S4X

4X 3/

1601S301

01S301

FTG.

STEP

8'-3 1/2"

"FTG.

STEP

FTG.

STEP

TOP OF FTG.

EL = (-3'-2")

TOP OF SLAB

EL = (-5'-0")

32'-0" 32'-0" 28'-8" 23'-4" 22'-0"

2 2 2 2 F4.5

(SIM.)

2 2 2

F4.5

SIM.

01S302

C .J

C

.J

C .J

TYP.

8'-0"

TYP.

01S0032

SIM.

01S003

01S003

KEYED PLAN NOTES :

1 ONE STORY COLUMN.

SEE 6/01S502 FOR BASE PLATE DETAIL.

2 MASONRY CONTROL JOINT.

3 6" WIDE X 6" TALL CONRETE CURB. REINFORCE

WITH 1 - #3 HORIZ. AND #3 VERT. DOWELS SPACED

AT 1'-4" O.C.

4 DEPRESSED SLAB FOR FLOOR TILE. COORDINATE

SIZE, DEPTH, AND LOCATION WITH ARCHITECTURAL.

NONE

A B

KEY PLAN

M A

T C

H L

IN

E

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

MECHANICAL

FIRE PROTECTION

ELECTRICAL

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

B. BRADLEY

D. THOMAS

B. PERLBERG

E. SHOWALTER

W. DAVIDSON

CALIFORNIA AIR

NATIONAL GUARD

WEST COAST

REMOTELY PILOTED AIRCRAFT

FLIGHT TRAINING UNIT

LANDSCAPE A.COTTINI

C rv t\ \1

S m a rk

.t .j o h n s o n .r v t

/1

/2

:1

:2

P

M

01S101

WEST COAST RPA FTU

10045566

ZACH HALL

10045566_10_S.rvt

FOUNDATION/FIRST FLOOR PLAN

1/8" = 1'-0"

FOUNDATION/FIRST FLOOR PLAN

05.12.2017 B-1 SUBMITTAL

08.15.2017 B-2 DESIGN SUBMITTAL

11.17.2017 B-3 DESIGN SUBMITTAL

A 08.14.2018 MODIFIED FOR ADDENDUM A

A

A

A

A B C D E F G H I

1 1

8 8

1.1

2.9

22'-6" 21'-6" 9'-4" 10'-8" 34'-6" 21'-4" 31'-8" 25'-3" 25'-3"

/2

/2

/2

/2

W

X

W

X

W12X19 (10) C=1/2"

W12X19 (10) C=1/2"

W12X19 (10) C=1/2"

W12X19 (10) C=1/2"

W12X19 (10) C=1/2"

W12X19 (10) C=1/2"

W12X19 (10) C=1/2"

W12X19 (10) C=1/2"

W12X19 (10) C=1/2"

W24X76 (34) C=3/4"

W24X55 (24) C=3/4"

W24X68 (30) C=3/4"

W24X62 (28) C=3/4"

W16X31 (16)

W16X36 (20)

W16X36 (20)

W21X55 (24) C=3/4"

W24X55 (24) C=3/4"

W18X40 (14) C=1/2"

W18X46 (42) C=1/2"

W18X46 (42) C=1/2" W18X46 (42) C=1/2"

W18X40 (14) C=1/2"

W18X46 (42) C=1/2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/ 2"

W

X

C

1/

2"

W

X

C

1/

2" W

X

C

1/ 2"

W

X

C

1/

2"

W

X

C

1/ 2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2" W

X

C

1/ 2"

W

X

C

1/

2" W

X

C

1/ 2"

W

X

C

1/

2" W

X

C

1/ 2"

W

X

C

1/

2" W

X

C

1/ 2"

W

X

C

1/

2" W

X

C

1/ 2"

W

X

C

1/

2" W

X

C

1/ 2"

W

X

C

1/

2"

W

X

C

1/

2" W

X

C

1/ 2"

W

X

C

1/

2"

W

X

C

1/

2" W

X

C

1/ 2"

W

X

C

1/

2" W

X

C

1/ 2"

W

X

C

1/

2" W

X

C

1/ 2"

W

X

C

1/

2"

W

X

C

1/

2" W

X

C

1/ 2"

W

X

C

1/

2" W

X

C

1/ 2"

W

X

C

1/

2" W

X

C

1/ 2"

W

X

C

1/

2" W

X

C

1/ 2"

W

X

C

1/

2" W

X

C

1/ 2"

W

X

C

1/

2" W

X

C

1/ 2"

W

X

C

1/

2" W

X

C

1/ 2"

W

X

C

1/

2" W

X

C

1/ 2"

14K1

14K1

W12X19 (10)

W12X19 (10)

W12X19 (10)

W12X19 (10)

W12X19 (10)

W12X19 (10)

W

X

W

X

W

X

W

X

W

X

W18X50

W16X31 (13)

W21X44 (13)

W12X19 (10)

W12X22 (13)

W12X22 (13)

W12X22 (13)

W

X

W18X50

W12X19 (10)

W12X19 (10)

W12X19 (10)

W12X19 (10)

14K1

14K1

14K1

14K1

14K1

M L -3

M L -3

M L -3

M L -3

M L -3

(S L R

S

(S L R

S

6"

SP

SP

W12X19 (10)

W12X19 (10)

W12X19

W

X

8)

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W24X55 (24) C=3/4" W16X31 (16) W21X55 (24) C=3/4" W18X40 (14) C=1/2" W18X40 (14) C=1/2"

W

X

W

X

W

X

W

X

W12X19

W12X19

S L -1

S L -1

S L -2

OPEN

TO

BELOW

M L -2

ML-2

S L -1

SP

SP

S L -1

M L -2

M L -2

(S L R

S

ROOF

HATCH

- COORDINATE

SIZE AND

LOCATION

W/ ARCH.

AND HATCH

SUPPLIER

N O

T E

NOTE 3 N

O

T E

N O

T E

N O

T E

NOTE 3

(112'-6")

(-8 3/8")

W

X

C

1/

2"

" 5

5 EQUAL SPACES 3 EQUAL SPACES 5 EQUAL SPACES 4 EQUAL SPACES 4 EQUAL SPACES

BP-2

BP-4

BP-2

BP-2

BP-4

BP-2

BP-2

BP-2

W

X

W

X

C

1/ 2"

NOTE 3

NOTE 3

NOTE 3

NOTE 3

(-8 3/8")

/2

/4

ML-2

9 1/4" EOS

5'-2"

2.1

(112'-10 1/4")

(113'-3 7/8")(112'-10 1/4")

(113'-3 7/8")(112'-10 1/4")

01S007

SIM.

01S007

01S007

01S007

SLOPE DN

C.5

1.3

7.8

(C O

N T

(C O

N T

01S501

/2

01S501

7'-4" 6'-10"

7'-10" 7'-4"

10K1

/4

/4

/4

22'-0" 22'-0"

VERT. BRACING

SEE 1/01S201

VERT. BRACING

SEE 1/01S201

0"

0"

01S301

01S301

01S301

DN DN

MOMENT FRAME

SEE 2/01S201

(S L R

S

(S L R

S

01S501

01S501

S L -1

(S L R

S ) 2

S L -1

S L -1

01S302

3 2

01S501

01S301

01S301

01S301

01S301

01S301

01S301

01S301

8 8

W12X19 (10)

E

Q U

A L S

P A

C E

S E

Q U

A L S

P A

C E

S

W12X19 (10)

E

Q U

A L S

P A

C E

S 4'-9 1/2"

7'-8 1/2"

W

X

W

X

W12X19 (10)

E

Q U

A L S

P A

C E

S

(113'-3 7/8")

W12X19 (10) C=1/2"

(112'-10 1/4") (113'-3 7/8")

W12X19 (10) C=1/2"

(112'-10 1/4") (113'-3 7/8")

W12X19 (10) C=1/2"

(112'-10 1/4") (113'-3 7/8")

/2

/2

2'-0"

4'-7 1/2" 3 EQUAL SPACES

W12X19 (10)

01S007

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

W

X

(S L R

S

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W

X

C

1/

2"

W12X19 (10)

W12X40

/8

W12X19 (10)

W12X19 (10)

W12X19 (10)

T

Y P

01S502

TYP.

M A

X

M A

X

"7

2.5KS1 2.5KS1

01S009

01S502

01S502

FLOOR FRAMING PLAN NOTES :

1. TOP OF SLAB EL = 114'-0" UNLESS NOTED

OTHERWISE (U.N.O.)

2. TOP OF STEEL EL = 113'-6 1/2" U.N.O.

3. - INDICATES DIRECTION OF SPAN OF 2" - 18 GAGE COMPOSITE STEEL

FORM DECK W/ 3 1/2" CONCRETE FILL.

TOTAL SLAB THICKNESS = 5 1/2". REINFORCE W/ #4 @ 12" O.C., E.W.

PLACED 3/4" CLEAR FROM TOP SURFACE OF SLAB. DECK SHALL BE

CONTINUOUS FOR 3 OR MORE SPANS (4 SUPPORTS) WHERE POSSIBLE.

4. WELD DECK TO STRUCTURE USING 5/8" DIAMETER NET EFFECTIVE PUDDLE WELDS.

A. PERPENDICULR BEARINGS: 4 WELDS PER SHEET PER SUPPORT.

B. PARALLEL EDGES: 1'-6" ON CENTER.

C. WELD SIZE SEAMS USING 5/8" DIAMETER PUDDLE WELDS OR

1 1/2" FILLET WELDS, 2 EQUALLY SPACE WELDS PER SPAN.

D. SEE DETAILS 6/01S007 AND 7/01S007 FOR PERIMETER

WELDING REQUIREMENTS.

5. SEE SHEET 01S006 FOR STEEL BEAM TO BEAM AND BEAM TO COLUMN

CONNECTIONS.

6. SEE SHEET 01S007 FOR TYPICAL COMPOSITE CONSTRUCTION DETAILS.

7. COORDINATE OPENINGS IN FLOOR DECK AND ROOF WITH ARCHIECTURAL,

MECHANICAL, AND PLUMBING SHEETS.

8. ALL BEAMS SHALL BE LOCATED ON COLUMN CENTERLINE (GRID) OR

EQUALLY SPACED BETWEEN GRIDS. TYPICAL U.N.O.

9. MASONRY LINTELS DESIGNATED BY ML-#, SEE SHEET 01S004.

10. STEEL MASONRY LINTEL DESIGNATED SL-#, SEE SHEET 01S009.

11. ALL BEAMS BEARING ON CMU SHALL USE BEARING PLATE BP-1

UNLESS NOTED OTHERWISE. SEE SHEET 01S009.

KEYED PLAN NOTES :

1 ROOF STRUCTURE IN HATCHED AREA HAS BEEN DESIGNED FOR FUTURE

SECOND-STORY ADDITION. FUTURE LIVE LOAD = 100 PSF.

2 L4X4X1/4 CONT. W/ EMBED PLATE EP-3 SPACED AT 2'-0" O.C.

3 JOIST HEADER FRAMING BY JOIST MANUFACTURER.

4 SLOPED SLAB EL = 113'-8 1/4" TO 113'-2 5/8".

5 LINTEL AT MECHANICAL LOUVER.

6 2 1/2" CONCRETE TOPPING PLACED OVER WATERPROOFING MEMBRANE

AND 5 1/2" COMPOSITE SLAB. REINFORCE WITH #4 @ 16" O.C., E.W.

7 COMPOSITE SLAB CONSTRUCTION JOINT.

SEE DETAIL 5/01S007.

KEYED PLAN NOTES (CONT'D):

8 MASONRY CONTROL JOINT.

9 L3X3X1/4 FLANGE BRACE.

10 CMU WALL BELOW.

NONE

A B

KEY PLAN

M A

T C

H

LI

N E

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

MECHANICAL

FIRE PROTECTION

ELECTRICAL

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

B. BRADLEY

D. THOMAS

B. PERLBERG

E. SHOWALTER

W. DAVIDSON

CALIFORNIA AIR

NATIONAL GUARD

WEST COAST

REMOTELY PILOTED AIRCRAFT

FLIGHT TRAINING UNIT

LANDSCAPE A.COTTINI

C rv t\ \1

S m a rk

.t .j o h n s o n .r v t

/1

/2

:1

:2

P

M

01S102

WEST COAST RPA FTU

10045566

ZACH HALL

10045566_10_S.rvt

SECOND FLOOR FRAMING PLAN

1/8" = 1'-0"

SECOND FLOOR FRAMING PLAN

05.12.2017 B-1 SUBMITTAL

08.15.2017 B-2 DESIGN SUBMITTAL

11.17.2017 B-3 DESIGN SUBMITTAL

A 08.14.2018 MODIFIED FOR ADDENDUM A

A

A

/4

/4

BOND BEAM

W16

PL 5/16"

EACH SIDE

W/ (6) 3/4"Ø

H.S. BOLTS

IN LONG

SLOTTED

HOLES

1/4 3"

W24

PL 5/8X8X1'-0"

W/ (4) 5/8" Ø X 8" LONG

HEADED STUDS

CMU

TOP OF SLAB

EL = 114'-0"

BEAM BRG

EL = 111'-6 1/2"

CL OF WALL

6"

NOTE:

GROUT SOLID AROUND

BEAM AFTER FLOOR

SLAB IS CAST.

3/16

TOP OF STEEL

EL = 113'-4"

TOP OF SLAB

EL = 114'-0"

1/2" Ø X 2'-0" LONG

DEFORMED BAR ANCHOR

@ 2'-0" O.C. WELDED TO

PLATE

BOND BEAM

PL 3/8" CONT.

1/4 2@12

3 5/8" CMU

EACH SIDE

ADJUSTABLE TRIANGLE

MASONRY ANCHORS

@ 8" O.C. VERT. AND

2'-0" O.C. HORIZ.

CONNECTION

PER DETAIL 1/01S006

BOT. OF CMU

EL = 111'-0"

#4 U-BAR SPACED @ 12" O.C.

W16W18

01S005

2-#4 CONT

3/16

1/4 2@12

PL 3/8"

CENTERED ON

BEAM AND CMU

CMU

#5 A706 @ 2'-0" O.C.

PROVIDE STD.

HOOK TOP OF BAR OVER

BOND BEAM REINF. AT

TOP OF WALL

W8

TOP OF STEEL

EL = 113'-4"

TOP OF SLAB

EL = 114'-0"

BOT. OF CMU

EL = 111'-0"

2'-0"

PL 11/16"X9" CONT.

CENTERED ON W24

FLANGE

COPE BOTTOM

FLANGE OF W24

STIFFENER PL 3/8"

EACH SIDE

W24

HSS7X7

3/8

3/8

01S501

3/4" Ø @ 12" O.C.

CMU

#5 A706 @ 2'-0" O.C.

PROVIDE STD.

HOOK TOP OF BAR OVER

BOND BEAM REINF.

W10

JOIST BEYOND

L4X4X1/4 CONT.

3/16

1/4 2@12 3/16

3/4" Ø @ 12" O.C.

PL 3/8"

CMU#5 A706 @ 2'-0" O.C.

PROVIDE STD.

HOOK TOP OF BAR

INTO BOND BEAM

W16

3"

ROOF DECK

1/4 2@12

3/16 2@12

PLATE TO

METAL DECK

#3 NOSING BAR

BENT PL 3/8"

CMU WALL

BELOW

METAL DECK

#4 @ 12" O.C.

W/ 180° HOOK

CONCRETE

SLAB

CMU WALL BEYOND

W12

3/4"

TOP OF SLAB

EL = SEE PLAN

FLOOR SLAB

W12

CMU SHAFT WALL

ELEVATOR

SHAFT

BACKER ROD

AND SEALANT

BENT PL 3/8"

3/16 2@12

HSS8X8

COL.

W.P.

W16 (TYP.)

ERECTION

BOLT (TYP.)

HSS6X6

(TYP.)

KNIFE PL 1/2"

TOP OF STEEL

EL = 128'-11"3

W.P.

CL OF HORIZ. TUBE

3/16

3/16

TYP.

ERECTION

BOLT

PL1/2X8

LENGTH AS REQ'D

FOR CONNECTION

3/16

1/4

CAP PL 3/16"

HSS 8X8 COL.

NOTE:

BEAMS AND

KNIFE PLATE

NOT SHOWN

FOR CLARITY.

3/16

3/16

TYP.

PLAN ELEVATION A-A

A A W.P.

HSS6X6

(TYP.)

3/16

3/16

KNIFE PL 1/2X8X2'-2"

- KNIFE THROUGH

CENTER OF HSS

ERECTION BOLT

3/16

3/16

CL

C L

TOP OF STEEL

EL = 128'-9 1/2"

CMU

ROOF DECK

3/16 2

JOIST

POCKET

JOIST

SUBSTITUTE W10

NONE

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

MECHANICAL

FIRE PROTECTION

ELECTRICAL

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

B. BRADLEY

D. THOMAS

B. PERLBERG

E. SHOWALTER

W. DAVIDSON

CALIFORNIA AIR

NATIONAL GUARD

WEST COAST

REMOTELY PILOTED AIRCRAFT

FLIGHT TRAINING UNIT

LANDSCAPE A.COTTINI

C rv t\ \1

S m a rk

.t .j o h n s o n .r v t

/1

/2

:1

:3

P

M

01S501

WEST COAST RPA FTU

10045566

ZACH HALL

10045566_10_S.rvt

STEEL SECTIONS AND DETAILS

01S102

1 SECTION

01S102

2 SECTION

4 SECTION

01S102

3 SECTION

01S103 1" = 1'-0"

5 SECTION AT SKYLIGHT

01S103 1" = 1'-0"

6 SECTION AT SKYLIGHT

01S102 1" = 1'-0"

7 SECTION AT ELEVATOR DOOR

01S102 1" = 1'-0"

8 SLAB AT ELEVATOR SHAFT WALL

01S103 1" = 1'-0"

9 CONNECTION DETAIL

01S103 1" = 1'-0"

10 CONNECTION PLAN DETAIL

1" = 1'-0"

11 SECTION AT SKYLIGHT

08.15.2017 B-2 DESIGN SUBMITTAL

11.17.2017 B-3 DESIGN SUBMITTAL

A 08.14.2018 MODIFIED FOR ADDENDUM A

A

W12 COL.

4 - 1" Ø ANCHOR BOLTS

W/ WASHER PL3/8X3X3

MINIMUM 12" EMBEDMENT

G R

O U

T

/2

1'-3"

/4

5/16

5/16

5/16

TYP.

1 13/16" Ø HOLES

FOR 1" Ø

ANCHOR BOLTS

TOP OF FTG

3 1/2" 3 1/2"

G

R

ID

S

.1 A

N D

.9

G

R

ID

S

.9

W21

2 1/2"

@ 2 1/4"

7 SPACES 1 1/2"

CJP

D1.8

TYP.

D1.8-DC

TYP. TOP &

BOT. PLATE

5/16

5/16

D1.8-DC

PL 7/16X4 1/2X15

PL 1 1/4X10X19 3/4

W12 COL.

W12X65

PLAN DETAIL

TOP VIEW

DETAIL

FRONT VIEW

/2

3" PL 1 1/4X10X19 3/4

STIFFENER PL 1 1/4"

(TYP.)

DOUBLER PL 3/4"

(EA. SIDE OF WEB)

3/8D1.8

TYP.

3'-3 1/4" TYP.

PROTECTED ZONE

5 - 3/4" Ø A490-X

BOLTS IN SHORT

SLOTTED HOLES

2 1/4"

W21

2 1/2"

@ 2 1/4"

7 SPACES 1 1/2"

CJP

D1.8

TYP.

D1.8-DC

TYP. TOP &

BOT. PLATE

5/16

5/16

D1.8-DC

PL 7/16X4 1/2X15

PL 1 1/4X10X19 3/4

W12 COL.

W12

PLAN DETAIL

TOP VIEW

DETAIL

FRONT VIEW

/2

Pl 1 1/4X10X19 3/4

STIFFENER

PL 1 1/4" (TYP.)

DOUBLER PL 3/4"

(EA. SIDE OF WEB)

3/8D1.8

TYP.

1/2"

(16) 3/4 DIA A490-X TYP.

BOLTS (GAGE 5 1/2")

1/2"

PROTECTED ZONE

3'-3 3/4" TYP.

5 - 3/4" Ø A490-X

BOLTS IN SHORT

SLOTTED HOLES

W21

2 1/2"

@ 2 1/4"

7 SPACES 1 1/2"

CJP

D1.8

TYP.

D1.8-DC

TYP. TOP &

BOT. PLATE

5/16

5/16

PL 7/16X4 1/2X12

PL 1 1/4X10X19 3/4

(16 - 3/4" Ø A490-X

TYP. BOLTS (GAGE 5 1/2")

W12 COL.

W12

PLAN DETAIL

TOP VIEW

DETAIL

FRONT VIEW

/2

2 1/2"

3/8D1.8

TYP.

PL 1 1/4X10X19 3/4

STIFFENER PL 1 1/4"

(TYP.)

4 - 3/4" Ø A490-X

BOLTS IN SHORT

SLOTTED HOLES

PROTECTED ZONE

3'-3 3/4" TYP.

1/2"

DOUBLER PL 3/4"

1/2"

W21

2 1/2"

@ 2 1/4"

1'-3 3/4" 1 1/2"

CJP

D1.8

TYP.

D1.8-DC

TYP. TOP &

BOT. PLATE

5/16

5/16

D1.8-DC

PL 7/16X4 1/2X12

W/ 4 - 3/4" Ø

BOLTS

PL 1 1/4X10X19 3/4

(16 - 3/4" Ø A490-X

TYP. BOLTS (GAGE 5 1/2")

W12 COL.

W12

COL.

DETAIL

TOP VIEW

DETAIL

FRONT VIEW

/2

TYP.

PL 1 1/4X10X19 3/4

STIFFENER PL 1 1/4"

(TYP.)

1/2"

DOUBLER PL 3/4"

BOTH SIDES

PROTECTED ZONE

3'-3 1/4" TYP.

4 - 3/4" Ø A490-X

BOLTS IN SHORT

SLOTTED HOLES

DETAIL

TOP VIEW

1/2"

C .5

7.8

1.3

OPP.

7" 3 1/2"

2" 6 1/2" 2"

MIN. SIZE

FOR PLATE

HSS6X6

PL 3/4"X10 1/2"X1'-2"

(4) 3/4" Ø ANCHOR BOLTS

RIGID CONNECTION DETAILS NOTES:

1. HORIZONTAL AND WEB CONNECTION PLATES SHALL BE ASTM (A572) GRADE 50 MATERIAL.

HORIZONTAL COLUMN STIFFENER PLATES SHALL ALWAYS OCCUR

ON BOTH SIDES OF THE COLUMN WEB U.N.O.

2. PROVIDE WASHERS WITH ALL BOLTS IN SLOTTED HOLES. ALL BOLTS IN RIGID CONNECTIONS SHALL BE

ASTM A490-X. PROVIDE QUANTITY AND SIZE PER CONNECTION SCHEDULE 1/01S006.

3. FILLET WELD SIZES SHALL BE AS INDICATED UNLESS A GREATER SIZE IS REQUIRED PER AISC TABLE J2.4.

4. CONTINUITY PLATES (STIFFENERS) SHALL EXTEND TO EDGE OF COLUMN FLANGES.

5. D1.8-DC - INDICATES DEMAND CRITICAL WELD CONFORMING TO AISC 341-10 SEC A3 (4)(b)

AND AWS D1.8.

6; D1.8 - INDICATES WELDING SHALL CONFORM TO AISC 341-10 SEC A3 (4)(b)

AND AWS D1.8. WELD IS NOT DEMAND CRITICAL.

7. WELD ELECTRODES SHALL HAVE A MINIMUM CHARPY V NOTCH (CVN), TOUGHNESS OF 20 FT-LBS

AT -20° F AND 40 FT-LBS @ 70°F.

G

5"

BENT PL 1/4X4X6 CONT.

(LLV)3/16 2@12

ROOF DECK

W12

L3X3X1/4

W21

3/16 1"

EACH

SIDE

B

3/16

JOIST

TOP OF STEEL

NOTE:

JOIST MANUFACTURER SHALL DESIGN JOIST FOR

ADDITIONAL POINT LOAD OF 2.7 KIPS TENSION AND

COMPRESSION ALONG AXIS OF ANGLE.

B

SEE PLAN

3/16 2

W12

L3X3X1/4

PL 1/4"

3/4" Ø BOLT

W21

W12

NOTE:

REINF. NOT SHOWN

FOR CLARITY.

CLOSURE

BENT PLATE

/2

O .C

R

O W

S

/2

/2

2" 1 1/2"

1" Ø A490 BOLTS

5/16

5/16

TYP.

KNIFE PLATE THROUGH

HSS COLUMN PL 3/8"

ASTM A572

GR. 50

W18

W16 OR W18

HSS8X8

COL.

NOTE:

USE 5 BOLTS @ W18.

3/16 2@12

FLOOR SLAB

W24

L2 1/2x2 1/2x3/16 @ 24" O.C.

BENT PL

3/8" x 3" x 1'-0" x CONT

3/16

3/16 2@12

3/16

TYP

BENT PL

3/8" x 3" x 1'-6" x CONT

L2 1/2x2 1/2x3/16 @ 24" O.C.

WITH ARCHITECTURE

5 3/8" COORDINATE

NONE

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

MECHANICAL

FIRE PROTECTION

ELECTRICAL

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

B. BRADLEY

D. THOMAS

B. PERLBERG

E. SHOWALTER

W. DAVIDSON

CALIFORNIA AIR

NATIONAL GUARD

WEST COAST

REMOTELY PILOTED AIRCRAFT

FLIGHT TRAINING UNIT

LANDSCAPE A.COTTINI

C rv t\ \1

S m a rk

.t .j o h n s o n .r v t

/1

/2

:1

:3

P

M

01S502

WEST COAST RPA FTU

10045566

ZACH HALL

10045566_10_S.rvt

STEEL SECTIONS AND DETAILS

01S201 3/4" = 1'-0"

BASE PLATE CONN.

FOR MOMENT FRAME1

01S201 3/4" = 1'-0"

5 BOLTED FLANGE CONNECTION

01S201 3/4" = 1'-0"

4 BOLTED FLANGE CONNECTION

01S201 3/4" = 1'-0"

2 BOLTED FLANGE CONNECTION

01S201 3/4" = 1'-0"

3 BOLTED FLANGE CONNECTION

1" = 1'-0"

6 BASE PLATE DETAIL

01S301

01S103 1" = 1'-0"

7 EDGE OF DECK DETAIL

01S103 1" = 1'-0"

8 FLANGE BRACE @ ROOF LEVEL

01S102 1" = 1'-0"

9 FLANGE BRACE @ FLOOR LEVEL

01S102 1" = 1'-0"

10 CONNECTION DETAIL

11.17.2017 B-3 DESIGN SUBMITTAL

A 08.14.2018 MODIFIED FOR ADDENDUM A

A 01S102 1" = 1'-0"

11 SECTION

UP

LOBBY

OFFICE

SUPER

SUPER

CC

CC

AOCE

CONF

ROOM

COMMON

ELEV

ELEV RM

WOMENS

112WOMENS

LOCKER

MENS

MENS

LOCKER

CUST

10'-0"

M O

M O

01A401

C

01A302

C

01A302

J

01A305

J

01A305

B

01A301

B

01A301

C L R

A

A

A

A

A

B

A

A

A

A

A

A

A

A

A B C D

1.1

2.9

01A311

01A310

01A310

01A201

01A401

I

01A305

I

01A305

M O

M O

M O

M O

M O

5'-11" 3'-4" 9"

4'-0"

4'-5" 3'-4"

9"

1'-7"

30'-2" 13'-10"

10'-0" 10'-0"

23'-0" 21'-0" 10'-0"

01A202

01A308

01A202

M1 S1

S

S

S1

S1.2

C

C2

M1

S3

S

S1

S1.3

C2

S

.3

A

STOR

A

01A301

A

01A301

S

.2

M1

01A308

01A605

C1

S1

S1

D

01A302

D

01A302

C

C1

C1

C

C1

M

M

81 81

K

01A304

K

01A304

M A

T C

H L

IN

E

S E

E S

H E

E T

A

F

O R

C O

N T

IN

U

A T

IO

N

01A402

M

C

B

8'-0" 12'-0"

M

IN

C L R

A

GENERAL PLAN NOTES

1.DIMENSIONS AND GRID LINES AT EXTERIOR WALL ASSEMBLY ARE TO

FACE OF EXTERIOR MASONRY, UNLESS SPECIFICALLY NOTED

OTHERWISE.

2.ALL DIMENSIONS ARE ACTUAL AND ARE TO FACE OF MASONRY, FACE

OF GYPSUM WALL BOARD, OUTSIDE FACE OF METAL FRAME,

CENTERLINE OF COLUMN OR CENTERLINE OF BEAM UNLESS NOTED

OTHERWISE. ALL DIMENSIONS ARE FOR BIDDING PURPOSES ONLY.

ACTUAL FIELD DIMENSIONS SHALL BE VERIFIED PRIOR TO SUBMITTAL

OF SHOP DRAWINGS, ORDERING RELATED MATERIALS AND

PERFORMING DEMOLITION OR CONSTRUCTION WORK. ALL

DIMENSIONS ALIGNING WITH OR RELATED TO EXISTING CONDITIONS

ARE TO BE LAID OUT PRIOR TO COMMENCING WORK AND VERIFIED.

3.VERIFY MECHANICAL AND ELECTRICAL DRAWINGS FOR SCOPE AND

INTERFACE. CONTRACTOR SHALL COORDINATE LOCATION FOR ALL

MECHANICAL AND ELECTRICAL ITEMS WITH GENERAL CONSTRUCTION.

REVIEW ANY DISCREPANCIES WITH THE ENGINEER/ ARCHITECT PRIOR

TO INSTALLATION AND/OR FABRICATION.

4.SEE MECHANICAL DRAWINGS FOR ALL ROOF/ WALL PENETRATIONS

LOCATIONS AND DETAILS.

5.LOCATE EXPANSION JOINTS WHERE SHOWN ON THE PLANS AND

ELEVATIONS. LOCATE CONTROL JOINTS AS SPECIFICALLY NOTED OR

PER INDUSTRY STANDARDS DEFINED IN THE PROJECT MANUAL.

6.WOOD BLOCKING ABOVE CEILING WHICH IS LOCATED IN PLENUM

SPACES USED FOR RETURN AIR MOVEMENT SHALL BE FIRE-

RETARDANT TREATED OR SHALL BE COVERED WITH 5/8" FIRE-CODE

GWB.

7.ARCHITECTURAL FINISH FLOOR 100’-0” IS EQUAL TO 1541.50.

8.SEE SHEET 01A601 FOR WALL TYPES.

9.SEE SHEET 01A608 FOR TYPICAL MOUNTING HEIGHT ELEVATIONS.

10. PRIME AND PAINT ALL EXPOSED STRUCTURE, DECK, DUCTS, CONDUIT,

EQUIPMENT, ETC, PER FINISH SPECIFICATIONS, INCLUDING ALL

HANGERS, CONNECTORS, AND SUPPORT SYSTEMS.

11. ALL ANGLES ON PLAN ARE 45 OR 90 DEGREES UNLESS NOTED

OTHERWISE.

12. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF

DISCREPANCIES OR UNKNOWN FOUND CONDITIONS TO DETERMINE

APPROPRIATE ACTION.

13. ALLINTERIOR WALLS SHALL BE TYPE S1; UNLESS NOTED OTHERWISE.

14. SEE FURNITURE PLANS FOR ADDITIONAL BOARDS, SCREENS, ETC...

A B

KEY PLAN

M A

T C

H L

IN

E

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

MECHANICAL

FIRE PROTECTION

ELECTRICAL

ISSUE DATE DESCRIPTION

1/8" = 1'-0"

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

B. BRADLEY

D. THOMAS

B. PERLBERG

E. SHOWALTER

W. DAVIDSON

CALIFORNIA AIR

NATIONAL GUARD

WEST COAST

REMOTELY PILOTED AIRCRAFT

FLIGHT TRAINING UNIT

LANDSCAPE A.COTTINI

C rv t\

\1

A a n n

.m o rr is h d ri n c .c o m

.r v t

/1

/2

:3

:1

A

M

01A102

WEST COAST RPA FTU

10045566

ZACH HALL

10045566_10_A.rte

FIRST FLOOR PLAN - AREA A

1/8" = 1'-0"

FIRST FLOOR PLAN - AREA A

KEYNOTES

1 SKYLIGHT ABOVE

5 DRINKING FOUNTAINS WITH BOTTLE

FILLER.

58 FIRE EXTINGUISHER CABINET

81 LOCKER CURB, COORDINATE WITH NIC

LOCKERS; SEE FURNITURE PLAN

88 ELEVATOR DOOR

89 CUSTOM DISPLAY CASE

05.12.2017 B-1 SUBMITTAL

08.17.2017 B-2 SUBMITTAL

12.05.2017 B-3 SUBMITTAL

A 08.14.2018 ADDENDUM A

X

DN

972 SF

BREAK

1223 SF

HALLWAY

200A

81 SF

STOR

324 SF

WOMENS

345 SF

MENS

61 SF

ELEV

56 SF

ELECTRICAL

53 SF

CUST

01A402

C

01A302

C

01A302

J

01A305

J

01A305

B

01A301

B

01A301

A B C D

1.1

2.9

01A311

17'-4" 4'-8" 3'-11" 18'-1" 8'-10" 11'-2"

01A402

01A202

01A201

01A202

I

01A305

I

01A305

5'-6"

RO

3'-4"

1'-2"

A

A

B

A

A

A

A

M O

M O

M O

M O

"6

6"

L

01A304

01A310

CLR

10'-0"

B

C

D

A

E

D

C

A

01A301

A

01A301

01A605

179 SF

HALLWAY

200B

393 SF

HALLWAY

200C

M

D

01A302

D

01A302

M A

T C

H L

IN

E

S E

E S

H E

E T

A

F

O R

C O

N T

IN

U

A T

IO

N

C1.1

M3

M3

M

M3

M

C .1

SLOPE

SLOPE

S1

S3

S1

S

S2

S

S1

S

S1.3

S

.3 C

C2

C2

4'-0" M1

K

01A304

K

01A304

/2

/8

/8

22'-0" 22'-0" 8'-0"

6"

1'-6"

10'-0"

17'-4" 26'-8" 8'-0" 6" 1'-6"

10'-0"

20'-10" 22'-2"

/8

A

A

A B

KEY PLAN

M A

T C

H L

IN

E

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

MECHANICAL

FIRE PROTECTION

ELECTRICAL

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

B. BRADLEY

D. THOMAS

B. PERLBERG

E. SHOWALTER

W. DAVIDSON

CALIFORNIA AIR

NATIONAL GUARD

WEST COAST

REMOTELY PILOTED AIRCRAFT

FLIGHT TRAINING UNIT

LANDSCAPE A.COTTINI

1/8" = 1'-0"C rv t\

\1

A a n n

.m o rr is h d ri n c .c o m

.r v t

/1

/2

:3

:1

A

M

01A105

WEST COAST RPA FTU

10045566

ZACH HALL

10045566_10_A.rte

SECOND FLOOR PLAN - AREA A

1/8" = 1'-0"

SECOND FLOOR PLAN - AREA A

KEYNOTES

1 SKYLIGHT ABOVE

5 DRINKING FOUNTAINS WITH BOTTLE

FILLER.

8 SKYLIGHT, SEE DETAIL 07/A605

10 ROOF DRAINS, SEE MECHANICAL.

11 GUARDRAIL

24 ROOF MEMBRANE

70 TRENCH DRAIN, SEE PLUMBING.

85 MOP SINK

93 PATIO GUARDRAIL, SEE BID OPTION #6 ON

SHEET 00G001

94 PATIO GLAZED DOORS, SEE BID OPTION #6

ON SHEET 00G001

95 PATIO SLIDING DOORS, SEE BID OPTION #6

ON SHEET 00G001

96 BREAK ROOM / PATIO CURTAINWALL, SEE

BID OPTION #6 ON SHEET 00G001

05.12.2017 B-1 SUBMITTAL

08.17.2017 B-2 SUBMITTAL

12.05.2017 B-3 SUBMITTAL

A 08.14.2018 ADDENDUM A

FIRST FLOOR

100' - 0"

SECOND FLOOR

114' - 0"

ROOF

130' - 0"

C

01A302

B

01A301

E

01A303

ABCDEFGHI

H

01A304

21'-8" 6'-8" 92'-0" 46'-0" 10'-0" 54'-0"

28'-4" 202'-0"

44'-0"8'-0"104'-9"45'-3"

2 1/4"

1'-0"2 1/4" 1'-0"

A

01A301

11'-4"

01A607

CJ

A

A

D

01A302

F

01A303

G

01A304

01A604

CJ

A

AA

FIRST FLOOR

100' - 0"

SECOND FLOOR

114' - 0"

ROOF

130' - 0"

J

01A305

8 1237 1.1

I

01A305

7'-4" 24'-8" 51'-4" 32'-0"

7'-4" 7'-4" 86'-0" 7'-4" 7'-4"

L

01A304

33'-9" 12'-0" 8'-3" 46'-8"

A

A

01A604

01A604

01A604

K

01A304

/8

CJ

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

MECHANICAL

FIRE PROTECTION

ELECTRICAL

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

B. BRADLEY

D. THOMAS

B. PERLBERG

E. SHOWALTER

W. DAVIDSON

CALIFORNIA AIR

NATIONAL GUARD

WEST COAST

REMOTELY PILOTED AIRCRAFT

FLIGHT TRAINING UNIT

LANDSCAPE A.COTTINI

1/8" = 1'-0"C rv t\

\1

A a n n

.m o rr is h d ri n c .c o m

.r v t

/1

/2

:3

:1

A

M

01A201

WEST COAST RPA FTU

10045566

ZACH HALL

10045566_10_A.rte

EXTERIOR ELEVATIONS

01A101 1/8" = 1'-0"

1 EAST EXTERIOR ELEVATION

01A101 1/8" = 1'-0"

2 SOUTH EXTERIOR ELEVATION

KEYNOTES

11 GUARDRAIL

14 SUNSHADES

16 KALWALL SKYLIGHT; SEE DETAIL

06/01A605, TYP

18 LOUVER, SEE DETAILS SHEET 01A604

32 STEEL FRAMING, SEE STRUCTURAL.

73 8" SHOTBLAST CMU

75 4" SHOTBLAST CMU

93 PATIO GUARDRAIL, SEE BID OPTION #6 ON

SHEET 00G001

107 ROOF HATCH GUARD RAIL AND GATE

05.12.2017 B-1 SUBMITTAL

08.17.2017 B-2 SUBMITTAL

12.05.2017 B-3 SUBMITTAL

A 08.14.2018 ADDENDUM A

SECOND FLOOR

114' - 0"

ROOF

130' - 0"

C

01A302

B

01A301

E

01A303

A B C D E F G H I

H

01A304

22'-0" 22'-0" 8'-0" 104'-9"

134'-9"

21'-0"

44'-0" 8'-0" 2'-0" 10'-0" 46'-0" 98'-8" 21'-8"

73A

01A301

11'-4"

B

CJ

D

01A302

F

01A303

G

01A304

2 1/4"

1'-0" 2 1/4"

1'-0"

01A604

CJ

A

FIRST FLOOR

100' - 0"

SECOND FLOOR

114' - 0"

ROOF

130' - 0"

J

01A305

81 2 71.1 2.9

I

01A305

7'-4" 7'-0" 86'-4" 7'-4" 7'-4"

47'-4" 10'-0"

7'-4" 47'-4" 10'-0" 43'-4" 7'-4"

115'-4"

L

01A304

11111

01A605

4'-8"

D

C

B

B

75 757575

K

01A304

95 95

A

94 94

A

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

MECHANICAL

FIRE PROTECTION

ELECTRICAL

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

B. BRADLEY

D. THOMAS

B. PERLBERG

E. SHOWALTER

W. DAVIDSON

CALIFORNIA AIR

NATIONAL GUARD

WEST COAST

REMOTELY PILOTED AIRCRAFT

FLIGHT TRAINING UNIT

LANDSCAPE A.COTTINI

1/8" = 1'-0"C rv t\

\1

A a n n

.m o rr is h d ri n c .c o m

.r v t

/1

/2

:3

:1

A

M

01A202

WEST COAST RPA FTU

10045566

ZACH HALL

10045566_10_A.rte

EXTERIOR ELEVATIONS

01A101 1/8" = 1'-0"

1 WEST EXTERIOR ELEVATION

01A101 1/8" = 1'-0"

2 NORTH EXTERIOR ELEVATION

KEYNOTES

11 GUARDRAIL

73 8" SHOTBLAST CMU

75 4" SHOTBLAST CMU

93 PATIO GUARDRAIL, SEE BID OPTION #6 ON

SHEET 00G001

94 PATIO GLAZED DOORS, SEE BID OPTION #6

ON SHEET 00G001

95 PATIO SLIDING DOORS, SEE BID OPTION #6

ON SHEET 00G001

96 BREAK ROOM / PATIO CURTAINWALL, SEE

BID OPTION #6 ON SHEET 00G001

107 ROOF HATCH GUARD RAIL AND GATE

05.12.2017 B-1 SUBMITTAL

08.17.2017 B-2 SUBMITTAL

12.05.2017 B-3 SUBMITTAL

A 08.14.2018 ADDENDUM A

SECOND FLOOR

114' - 0"

ROOF

130' - 0"

J

01A305

81 2 71.1 2.9

01A306

I

01A305

6'-0"

HALLWAY

200A

LOBBY

ELEV

ELEV RM

LOBBY

CUST

CUST

ELECTRICAL

01A310

"64 64

3 3

HALLWAY

200C

01A311

01A311

01A306

K

01A304

TYP

01A606

3'-4" 5'-0" 5'-0" 5'-0" 5'-0" 5'-0" 3'-4"

AA

FIRST FLOOR

100' - 0"

SECOND FLOOR

114' - 0"

ROOF

130' - 0"

J

01A305

8 12 1.12.9

I

01A305

01A310

HALLWAY

200A

LOBBY

A

A

A

A

A

K

01A304

5 4

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

MECHANICAL

FIRE PROTECTION

ELECTRICAL

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

B. BRADLEY

D. THOMAS

B. PERLBERG

E. SHOWALTER

W. DAVIDSON

CALIFORNIA AIR

NATIONAL GUARD

WEST COAST

REMOTELY PILOTED AIRCRAFT

FLIGHT TRAINING UNIT

LANDSCAPE A.COTTINI

1/8" = 1'-0"C rv t\

\1

A a n n

.m o rr is h d ri n c .c o m

.r v t

/1

/2

:3

:2

A

M

01A302

WEST COAST RPA FTU

10045566

ZACH HALL

10045566_10_A.rte

BUILDING SECTIONS

KEYNOTES

5 DRINKING FOUNTAINS WITH BOTTLE

FILLER.

16 KALWALL SKYLIGHT; SEE DETAIL

06/01A605, TYP

36 GWB CEILING W/ MTL STUD FRAMING.

64 GLASS SMOKE DRAFT STOP

85 MOP SINK

86 FLOATING GWB CEILING

88 ELEVATOR DOOR

89 CUSTOM DISPLAY CASE

99 METAL PANEL SOFFIT

101 CONCRETE STAIR; SEE STRUCTURAL

110 KALWALL FRAMING SYSTEM, BY

MANUFACTURER

00A100 1/8" = 1'-0"

C BUILDING SECTION - C

01A101 1/8" = 1'-0"

D BUILDING SECTION - D

05.12.2017 B-1 SUBMITTAL

08.17.2017 B-2 SUBMITTAL

12.05.2017 B-3 SUBMITTAL

A 08.14.2018 ADDENDUM A

SECOND FLOOR

114' - 0"

ROOF

130' - 0"

KALWALL SKYLIGHT;

SEE DETAIL

06/01A605, TYP

TAPERED RIGID

INSULATION

STEEL FRAMING,

SEE STRUCTURAL.

STEEL DECK, SEE

STRUCTURAL.

COMPOSITE FLOOR

DECK, SEE

STRUCTURAL.

CURTAIN WALL

SYSTEM

FOUNDATION WALL

AND FOOTING, SEE

STRUCTURAL.

GWB CEILING W/

MTL STUD FRAMING.

01A606

PORCELAIN TILE

STEEL FRAMING,

SEE STRUCTURAL.

STEEL DECK, SEE

STRUCTURAL.

COMPOSITE FLOOR

DECK, SEE

STRUCTURAL.

ROOF MEMBRANE

4" SHOTBLAST CMU

8" SHOTBLAST CMU

01A607

METAL PANEL

SOFFIT

SECOND FLOOR

114' - 0"

ROOF

130' - 0"

G

CURTAINWALL

SUNSHADE DEVICE

CURTAIN WALL

SYSTEM

COMPOSITE FLOOR

DECK, SEE

STRUCTURAL.

STEEL FRAMING,

SEE STRUCTURAL.

STEEL DECK, SEE

STRUCTURAL.

TAPERED RIGID

INSULATION

STEEL FRAMING,

SEE STRUCTURAL.

ACT CEILING

G

01A304

8"

CROSS BRACE; SEE

STRUCTURAL

COLUMN WHERE

OCCURS; SEE

FRAMING PLANS

METAL PANEL

SOFFIT

TYP

01A607

ROOF MEMBRANE

A

SOLID GROUT AT

TOP COURSE.

1/8" WATERPROOF

MEMBRANE

1/8" WATERPROOF

MEMBRANE

SEALANT AT EDGE

CONTINOUS WRAP

OVER CORNER

ADHERE SOLID SURFACE

WINDOW SILL WITH 1/2"

OVERLAP ON INTERIOR.

SEALANT AT EDGES.

4" SHOTBLAST CMU

PORCELAIN TILE

4" SHOTBLAST CMU

FOUNDATION WALL

AND FOOTING, SEE

STRUCTURAL.

FIRST FLOOR

100' - 0"

SECOND FLOOR

114' - 0"

ROOF

130' - 0"

1 1.1

PORCELAIN TILE

8" SHOTBLAST CMU

STEEL DECK, SEE

STRUCTURAL.

EMBEDDABLE

FLASHING SYSTEM.

ACT CEILING

VERTICAL WALL

REINFORCEMENT.

COMPOSITE FLOOR

DECK, SEE

STRUCTURAL.

CIP CONCRETE

FLOOR

FOUNDATION WALL

AND FOOTING, SEE

STRUCTURAL.

C1

4" SHOTBLAST CMU

3"

SIM

01A607

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

MECHANICAL

FIRE PROTECTION

ELECTRICAL

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

B. BRADLEY

D. THOMAS

B. PERLBERG

E. SHOWALTER

W. DAVIDSON

CALIFORNIA AIR

NATIONAL GUARD

WEST COAST

REMOTELY PILOTED AIRCRAFT

FLIGHT TRAINING UNIT

LANDSCAPE A.COTTINI

3/4" = 1'-0"C rv t\

\1

A a n n

.m o rr is h d ri n c .c o m

.r v t

/1

/2

:3

:2

A

M

01A308

WEST COAST RPA FTU

10045566

ZACH HALL

10045566_10_A.rte

WALL SECTIONS

01A102 3/4" = 1'-0"

1 WALL SECTION

01A106 3/4" = 1'-0"

2 WALL SECTION

01A103 3/4" = 1'-0"

4 WALL SECTION

01A301 3/4" = 1'-0"

3 WALL SECTION

05.12.2017 B-1 SUBMITTAL

08.17.2017 B-2 SUBMITTAL

12.05.2017 B-3 SUBMITTAL

A 08.14.2018 ADDENDUM A

SECOND FLOOR

114' - 0"

ROOF

130' - 0"

D

TAPERED RIGID

INSULATION

COVERBOARD

STEEL DECK, SEE

STRUCTURAL.

STEEL FRAMING,

SEE STRUCTURAL.

KALWALL SKYLIGHT;

SEE DETAIL

06/01A605, TYP

COMPOSITE FLOOR

DECK, SEE

STRUCTURAL.

GWB CEILING W/

MTL STUD FRAMING.

CIP CONCRETE

FLOOR

FOUNDATION WALL

AND FOOTING, SEE

STRUCTURAL.

ACT CEILING

ACT CEILING

H

IG

H C

M U

4" SHOTBLAST CMU

H

IG

H C

M U

8" SHOTBLAST CMU

FIRST FLOOR

100' - 0"

SECOND FLOOR

114' - 0"

FOUNDATION WALL

AND FOOTING, SEE

STRUCTURAL.

PORCELAIN TILE

4" SHOTBLAST CMU

WALL MOUNTED

HANDRAIL; SEE

STRUCTURAL

CONCRETE STAIR;

SEE STRUCTURAL

H

IG

H C

M U

FIRST FLOOR

100' - 0"

SECOND FLOOR

114' - 0"

ROOF

130' - 0"

TAPERED RIGID

INSULATION

STEEL DECK, SEE

STRUCTURAL.

STEEL FRAMING,

SEE STRUCTURAL.

FOUNDATION WALL

AND FOOTING, SEE

STRUCTURAL.

STEEL FRAMING,

SEE STRUCTURAL.

4" SHOTBLAST CMU

COMPOSITE FLOOR

DECK, SEE

STRUCTURAL.

CERAMIC TILE -

SLOPE 1/8" TO

INSIDE FACE

8" SHOTBLAST CMU

WALL MOUNTED

HANDRAIL; SEE

STRUCTURAL

LINTEL; SEE

STRUCTURAL

ROOF MEMBRANE

M O

H

IG

H C

M U

H

IG

H C

M U

BATT INSULATION

6" STEEL STUD

SIM

01A607

SECOND FLOOR

114' - 0"

ROOF

130' - 0"

CERAMIC TILE -

SLOPE 1/8" TO

INSIDE FACE

TYP

01A606

CURTAIN WALL

SYSTEM, BEYOND

8" SHOTBLAST CMU

TOC

EL 111' - 0"

BOTTOM OF CMU

A

FIRST FLOOR

100' - 0"

SECOND FLOOR

114' - 0"

FOUNDATION WALL

AND FOOTING, SEE

STRUCTURAL.

4" SHOTBLAST CMU

BATT INSULATION

STEEL DECK, SEE

STRUCTURAL.

TAPERED RIGID

INSULATION

PORCELAIN TILE

6" STEEL STUD

ROOF MEMBRANE

SIM

01A607

F R

O M

T O

P O

F D

E C

K

A

A

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

MECHANICAL

FIRE PROTECTION

ELECTRICAL

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

B. BRADLEY

D. THOMAS

B. PERLBERG

E. SHOWALTER

W. DAVIDSON

CALIFORNIA AIR

NATIONAL GUARD

WEST COAST

REMOTELY PILOTED AIRCRAFT

FLIGHT TRAINING UNIT

LANDSCAPE A.COTTINI

3/4" = 1'-0"C rv t\

\1

A a n n

.m o rr is h d ri n c .c o m

.r v t

/1

/2

:3

:3

A

M

01A311

WEST COAST RPA FTU

10045566

ZACH HALL

10045566_10_A.rte

WALL SECTIONS

01A102 3/4" = 1'-0"

1 WALL SECTION

01A303 3/4" = 1'-0"

2 WALL SECTION

01A303 3/4" = 1'-0"

3 WALL SECTION

01A302 3/4" = 1'-0"

4 WALL SECTION

01A304 3/4" = 1'-0"

5 WALL SECTION

05.12.2017 B-1 SUBMITTAL

08.17.2017 B-2 SUBMITTAL

12.05.2017 B-3 SUBMITTAL

A 08.14.2018 ADDENDUM A

SUPPORT

BRACKET

SEE STRUCTURAL

FOR STAIR

NOTE:

1. METAL HANDRAIL SHOWN.

ONE TREAD DEPTH

3 1/2"

1'-0"

GUARDRAIL HANDRAIL

OR SUPPORT

3/8" PLATE

/2

/2

DIAMETER

MATCH RAILING

NOTE:

1. SEE STRUCTURAL FOR VERTICAL WALL REINFORCEMENT.

2. GYP BOARD AND METAL STUD FURRING NOT SHOWN FOR

CLARITY.

BACKER ROD AND

SEALANT TYPICAL

PREFORMED CONTROL

JOINT INSERT

CONCRETE MASONRY WALL

S E

E P

L A

N S

NOTES:

1. SEE STRUCTURAL FOR VERTICAL WALL REINFORCING.

2. GYP BOARD AND METAL STUD FURRING NOT SHOWN FOR CLARITY.

CONCRETE MASONRY WALL

RAKE BACK MORTAR

PROVIDE BACKER ROD

AND SEALANT EACH SIDE,

SANDED TO MATCH JOINT

GROUT SCREEN

CONCRETE MASONRY

WALL

S E

E P

L A

N

SEE PLAN

SECOND FLOOR

114' - 0"

STEEL FRAMING,

SEE STRUCTURAL.

CONCRETE MASONRY

BOND BEAM

HORIZONTAL JOINT

REINFORCING

SHOT BLAST CMU CUT TO

FIT EACH SIDE OF LINTEL.

SAW CUT INSIDE FACE

SHELL TOP AND BOTTOM TO

ACCOMODATE BEAM

FLANGE.

CMU LINTEL

METAL PANEL

SOFFIT

STRUCTURAL SUPPORT

FOR CATILEVERED CMU

LINTEL, SEE STRUCTURAL.

A

TOG

EL 111' - 0"

SECOND FLOOR

114' - 0"

STEEL ANGLE, SEE

STRUCTURAL.

COMPOSITE FLOOR

DECK, SEE

STRUCTURAL.

STEEL FRAMING,

SEE STRUCTURAL.

METAL PANEL

SOFFIT

SECOND FLOOR

114' - 0"

COMPOSITE FLOOR

DECK, SEE

STRUCTURAL.

STEEL FRAMING,

SEE STRUCTURAL.

GWB CEILING W/

MTL STUD FRAMING.

CLR

10"

BENT PLATE EDGE FRAME;

SEE STRUCTURAL

CONCRETE STAIRS;

SEE STRUCTURAL

STEEL FRAMING,

SEE STRUCTURAL.

GLASS RAIL STANDOFF CAP,

BY RAILING MANUFACTURER

GLASS RAIL STANDOFF CAP,

BY RAILING MANUFACTURER

GUARDRAIL

HANDRAIL

GUARDRAIL

REVEAL

5/8" GWB

MTL STUD FURRING

STRUCTURAL CONTINUOUS

BENT PLATE; SEE

STRUCTURAL

A

SECOND FLOOR

114' - 0"

D

GLASS RAIL STANDOFF CAP,

BY RAILING MANUFACTURER

GLASS GUARDRAIL

8" SHOTBLAST CMU

PORCELAIN TILE

CONCRETE STAIR;

SEE STRUCTURAL

A

SEALANT ALL

AROUND

INSULATED PRECAST

CONCRETE PANEL

ROOF FLASHING UP FACE

OF PARAPET WALL TO REGLET

SEALANT ALL AROUND

0.050" ALUMINUM THROUGH

WALL SCUPPER, EXTEND

SCUPPER BOTTOM 4" ONTO

ROOF AND SECURE, MATCH

FINISH OF CONDUCTOR

HEAD

"1"

1/2"

FULL DEPTH

COMPRESSIBLE FILLER

BACKER ROD AND SEALANT

NOTE:

1. BETWEEN COLUMN GRID LINES 6 AND 12, PROVIDE 2'-8" WIDE

SCUPPER OPENINGS. BETWEEN COLUMN GRID LINES 13 AND 30,

PROVIDE 2'-10" WIDE SCUPPER OPENING.

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

MECHANICAL

FIRE PROTECTION

ELECTRICAL

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

B. BRADLEY

D. THOMAS

B. PERLBERG

E. SHOWALTER

W. DAVIDSON

CALIFORNIA AIR

NATIONAL GUARD

WEST COAST

REMOTELY PILOTED AIRCRAFT

FLIGHT TRAINING UNIT

LANDSCAPE A.COTTINI

As indicatedC rv t\

\1

A a n n

.m o rr is h d ri n c .c o m

.r v t

/1

/2

:3

:3

A

M

01A606

WEST COAST RPA FTU

10045566

ZACH HALL

10045566_10_A.rte

DETAILS

3/4" = 1'-0"

1 WALL MOUNTED HANDRAIL

3" = 1'-0"

HANDRAIL SUPPORT BRACKET

1 1/2" = 1'-0"

7 MASONRY CONTROL JOINT (MCJ-1)

1 1/2" = 1'-0"

8 MASONRY CONTROL JOINT (MCJ-2)

01A308 1 1/2" = 1'-0"

5 LINTEL SOFFIT DETAIL

01A310 1 1/2" = 1'-0"

4 SPANDREL SOFFIT DETAIL

05.12.2017 B-1 SUBMITTAL

08.17.2017 B-2 SUBMITTAL

12.05.2017 B-3 SUBMITTAL

A 08.14.2018 ADDENDUM A

01A302 1 1/2" = 1'-0"

3 SOFFIT DETAIL @ STAIR OPENING

01A304 1 1/2" = 1'-0"

2 SIDEMOUNT GLASS GUARDRAIL DETAIL

01A108 1 1/2" = 1'-0"

6 OVERFLOW SCUPPER DETAIL

4'-8"

SECOND FLOOR

114' - 0"

ROOF

130' - 0"

6'-0"

/2

SPANDREL

SPANDREL

/2

SECOND FLOOR

114' - 0"

SPANDREL PANEL

/2

/2

1'-2" 3'-3" 4'-5 5/8" 4'-4" 4'-4" 4'-5 7/8" 1'-3" 4'-5 7/8" 4'-4" 4'-4" 4'-5 5/8" 3'-3" 1'-2"

45'-4"

SECOND FLOOR

114' - 0"

5'-9" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-1"

98'-8"

SPANDREL PANEL

FIRST FLOOR

100' - 0"2

18'-1"

4'-6 1/4" 4'-6 1/4"

4'-6 1/4"4'-6 1/4"

98'-8"

5'-9" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-2" 5'-1"

SPANDREL PANEL

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

MECHANICAL

FIRE PROTECTION

ELECTRICAL

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

B. BRADLEY

D. THOMAS

B. PERLBERG

E. SHOWALTER

W. DAVIDSON

CALIFORNIA AIR

NATIONAL GUARD

WEST COAST

REMOTELY PILOTED AIRCRAFT

FLIGHT TRAINING UNIT

LANDSCAPE A.COTTINI

1/4" = 1'-0"C rv t\

\1

A a n n

.m o rr is h d ri n c .c o m

.r v t

/1

/2

:3

:3

A

M

01A610

WEST COAST RPA FTU

10045566

ZACH HALL

10045566_10_A.rte

WINDOW TYPES

1/4" = 1'-0"

1 WINDOW TYPE 1

1/4" = 1'-0"

3 CANTILEVERED WINDOW

1/4" = 1'-0"

4 BREAK ROOM CURTAIN WALL ELEVATION

1/4" = 1'-0"

5 OPEN OFFICE CURTAIN WALL

1/4" = 1'-0"

2 ROC SERVER ROOM STOREFRONT

- 1/4" = 1'-0"

6 OPEN OFFICE ROOF PARAPET CURTAIN WALL

NOTE: BREAK ROOM CURTAIN WALL IS BID OPTION #13, SEE SHEET 00G001 FOR DETAILS.

05.12.2017 B-1 SUBMITTAL

08.17.2017 B-2 SUBMITTAL

12.05.2017 B-3 SUBMITTAL

A 08.14.2018 ADDENDUM A

SYMBOL: DESCRIPTION:

PUMP

ACTUATORACT

SP STATIC SWITCH

R

DP DIFFERENTIAL PRESSURE SWITCH

FAN

OPEN CONTACT

CLOSED CONTACT

CONTACTOR

FS FLOAT SWITCH

MTR MOTOR

CS CURRENT SWITCH

T

FM FLOW METER

TEMPERATURE SENSOR (DUCT MOUNTED)T

PRESSURE SENSOR (DUCT MOUNTED)P

PRESSURE SENSOR/MONITORP

OCCUPANCY SENSORO

HUMIDISTAT SENSORH

CARBON DIOXIDE SENSORC2

HUMIDISTAT/SENSOR (DUCT MOUNTED)H

FLOW SWITCH

TEMPERATURE SENSOR WITH WELL

T

CHECK VALVE

CONTROL SYMBOLS LIST

LOW LIMIT TEMP SWITCH

GENERAL CONTROL NOTES (APPLY TO ALL CONTROL SHEETS)

1. REFER TO EQUIPMENT SCHEDULES TO CROSS REFERENCE

WHICH CONTROL DIAGRAMS APPLY TO WHICH ITEMS OF

EQUIPMENT.

2. EACH D.I., D.O., A.I. AND A.O. POINT SHOWN FOR ALL

CONTROL DIAGRAMS SHALL BE DISCRETE FROM ALL

OTHER POINTS EXCEPT AS SPECIFICALLY NOTED.

3. ALL WIRING, CONTROL COMPONENTS, DEVICES AND

PROGRAMMING SHOWN ON THESE CONTROL DRAWINGS

SHALL BE PROVIDED BY THE TCC UNLESS SPECIFICALLY

NOTED OTHERWISE.

4. ALL ACTUATORS SHALL BE OF THE ELECTRICAL TYPE FOR

THIS PROJECT UNLESS AN ACTUATOR IS SPECIFICALLY

INDICATED ON THE DRAWINGS OR SPECIFICATIONS TO BE

PNEUMATIC.

5. ALL MODULATING DAMPER SHOWN WITH POSITION

FEEDBACK SHALL HAVE THE DAMPER POSITION DISPLAYED

ON GRAPHICAL SCREEN ADJACENT TO THE DAMPER COMMAND

SIGNAL. DISPLAYED DAMPER POSITION SHALL BE FROM THE

FEEDBACK DEVICE/CIRCUIT (OUTPUT SIGNAL FROM THE

BMCS TO THE ACTUATOR IS NOT ACCEPTABLE)

6. MODULATING SIGNALS SHALL BE DISPLAYED AS % OPEN

(SIGNALS DISPLAYED AS % CLOSED ARE NOT

ACCEPTABLE).

9. ALL CONTROL COMPONENTS SUCH AS RELAYS, SWITCHES,

DDC CONTROLLERS, ETC. SHALL BE MOUNTED IN STEEL

ENCLOSURES WITH STEEL MOUNTING BACKPLATES.

10. EACH CONTROL PANEL SHALL HAVE A LAMINATED COPY OF

THE APPLICABLE SEQUENCE OF OPERATION AND CONTROL

DIAGRAM INDICATING THE POINTS, COMPONENTS AND

OPERATION OF EQUIPMENT ASSOCIATED WITH EACH

PANEL.

11. TCC SHALL WIRE THE CONTROL SIGNAL FROM THE

ASSOCIATED ENERGY RECOVERY UNIT AND VRF FAN COIL UNIT

CONTROL PANEL TO CONTROL THE OPERATION OF

COMBINATION FIRE AND/ OR SMOKE DAMPERS IN ACCORDANCE

WITH SEQUENCE OF OPERATION. TCC SHALL PROVIDE ALL

WIRING, CONDUIT, TRANSFORMERS, FUSING AND ALL OTHER

ELECTRICAL COMPONENTS REQUIRED FOR COMPLETE

INSTALLATION.

12. TCC SHALL EXTEND CONTROL SIGNAL FROM

ADDRESSABLE RELAY DEVICE SERVING EACH ENERGY

RECOVERY UNIT, VRF FAN COIL UNIT, AND AIR HANDLING

UNIT. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS.

TCC SHALL EXTEND AND TERMINATE WIRING FOR

EQUIPMENT SHUTDOWN.

13. TCC SHALL PROVIDE CONDUIT RUNS FOR OUTDOOR

EQUIPMENT AND FOR EQUIPMENT INSTALLED REMOTELY

FROM THE MAIN BUILDING THAT IS BEING MONITORED OR

CONTROLLED BY THE BMCS.

14. TCC SHALL PROVIDE THERMOSTATS FOR AUTOMATIC

CONTROL OF EQUIPMENT AS INDICATED WITHIN THE

CONTROL DRAWINGS. THERMOSTAT CONTACT AMP RATING

SHALL BE MINIMUM 125% OF THE MAX. CURRENT DRAW

FOR THE EQUIPMENT BEING SERVED. WHERE

THERMOSTATS CONTROL THE STARTING OF MOTORS SUCH

AS FANS AND THERMOSTATS SHALL BE RATED FOR MOTOR

STARTING APPLICATIONS.

15. ELEMENT LENGTHS FOR BOTH MIXED AIR TEMP SENSORS

AND LOW LIMIT TEMP SWITCHES SHALL BE MINIMUM 1

LINEAR FOOT PER SQUARE FOOT OF COIL SURFACE AREA.

PROVIDE MULTIPLE SENSORS AND SWITCHES AS NEEDED

TO ACHIEVE REQUIRED ELEMENT LENGTHS. LOCATE RESET

SWITCHES MAX. 6'-6" ABOVE ADJACENT STANDING

SURFACE (I.E. ROOF, PLATFORM OR FLOOR) SO THE RESET

SWITCH CAN BE CYCLED WITHOUT THE NEED FOR A

LADDER.

17. CONTROL DIAGRAMS ARE SCHEMATIC IN NATURE AND DO

NOT SHOW ALL REQUIRED CONTROL DEVICES AND

COMPONENTS. REFER TO FLOOR PLANS, FLOW DIAGRAMS

AND DETAILS FOR ADDITIONAL CONTROL DEVICES,

COMPONENTS AND REQUIREMENTS NOT SHOWN ON THESE

CONTROL DRAWINGS.

18. TCC SHALL PROVIDE ALL CONTROL COMPONENTS AND

ACCESSORIES AS REQUIRED FOR EQUIPMENT TO BE

CONTROLLED AS DESCRIBED IN THE SEQUENCE OF

OPERATION REGARDLESS OF WHETHER ALL CONTROL

COMPONENTS OR POINTS ARE SHOWN IN THE ASSOCIATED

CONTROL DIAGRAM.

REFER TO 01M509 FOR GLOBAL REFERENCE POINTS LIST FOR ADDITIONAL

INFORMATION.

GLOBAL REFERENCE POINTS:

PROVIDE GLOBAL O.A. TEMPERATURE, GLOBAL O.A. DEWPOINT TEMPERATURE,

GLOBAL CO2, GLOBAL AIR PRESSURE, AND GLOBAL RELATIVE HUMIDITY

TRANSMITTERS.

OUTSIDE AIR PRESSURE SHALL BE INSTALLED ON ALL FOUR SIDES OF THE BUILDING

AND PIPED WITH EQUAL LENGTHS OF 1/4" TUBING TO A PIPE MANIFOLD. PIPING BY TCC.

LOCATIONS TO BE DETERMINED PER MANUFACTURER'S RECOMMENDATIONS AND

ARCHITECT/ENGINEER'S APPROVAL. TCC SHALL PRIME AND PAINT THE DEVICE

ENCLOSURE.

GLOBAL SENSORS SHALL CONTINUOUSLY UPDATE BMCS FOR USE IN CONTROLLING

MECHANICAL EQUIPMENT AS REQUIRED IN SEQUENCES OF OPERATION.

GLOBAL

O.A. TEMP

SENSOR W/

SUNSHIELD

T

AI

H

GLOBAL

O.A.

RELATIVE

HUMIDITY

SENSOR

AI

MOUNT ON NORTH FACE OF BUILDING. VERIFY

FINAL INSTALLATION LOCATION WITH

ENGINEER UNLESS SHOWN ON DRAWINGS

FOR EXACT LOCATION.

D

GLOBAL O.A.

DEWPOINT

TEMP

SENSOR

AI

GLOBAL

CO2

SENSOR C

AI

P

GLOBAL

AIR

PRESSURE

SENSOR

AI

PROVIDE BMCS NCUs, OPERATOR COMPUTER

WORKSTATION WITH

MONITOR, PRINTER, AND

OTHER COMPONENTS PER

SPECIFICATIONS. CONTACT

COR FOR EXACT LOCATION.

PRINTER

BMCS SHALL COMMUNICATE

OVER THE BASE'S SECURE

NETWORK TO BMCS

CONTROLLERS LOCATED

THROUGHOUT EACH BUILDING.

TCC SHALL OBTAIN AN I.P.

ADDRESS FROM THE COR.

NCU

PROVIDE BMCS SERVER

AND LOCATE IN DATA

RACK PER COR'S

DISCRETION. CONTACT

COR FOR EXACT

LOCATION AND

ADDITIONAL

REQUIREMENTS.

NCU

PROVIDE QUANTITY OF NCUs

NECESSARY TO ALLOW FOR

MINIMUM 25% SPARE

CAPACITY ON EACH NCU.

EXTEND TO

EQUIPMENT

CONTROLLERS PER

REQUIREMENTS OF

CONTROL DIAGRAMS

AND

SPECIFICATIONS.

REFER TO 01M508 FOR UTILITY METERING MONITORING POINTS LIST FOR ADDITIONAL

INFORMATION.

UTILITY METER MONITORING:

THE FOLLOWING UTILITIES SHALL BE METERED THROUGH THE DDC VIA THE BMCS.

DOMESTIC WATER METERING:

· THE TCC SHALL CONNECT THE BMCS TO THE DOMESTIC WATER

METER TO PROVIDE DOMESTIC WATER USAGE INFORMATION.

ELECTRIC METERING:

· THE TCC SHALL CONNECT THE BMCS TO THE ELECTRICAL METER FOR

ELECTRICAL USAGE INFORMATION.

UTILITY METERING REPORT GENERATION:

· BMCS SHALL MONITOR THE FOLLOWING POINTS ON 5 MINUTE (ADJ.) INTERVALS

WITHIN A SINGLE TREND. THE TREND SHALL RUN FOR A 14-DAY (ADJ.) DURATION

AT WHICH POINT THE NEWEST VALUES SHALL OVERWRITE THE OLDEST VALUES:

·· DATE

·· TIME

·· GLOBAL OUTSIDE AIR TEMP. (°F)

·· GLOBAL OUTSIDE AIR DEWPOINT TEMP. (°F)

·· WATER USE (GALLONS)

·· ELECTRICAL USE (KW)

· THIS INFORMATION SHALL BE ACCESSIBLE TO VIEW IN EITHER TABULAR OR

GRAPHICAL FORM ON THE BMCS OPERATOR INTERFACE.

· ONCE PER MONTH, THE BMCS SHALL RECORD THE LARGEST GAS USE (THERMS),

WATER USE (GALLONS), AND ELECTRICAL USE (IN KW) WHICH OCCURRED DURING

THAT MONTH. THE DATE AND TIME THAT COINCIDED WITH THAT EVENT SHALL

ALSO BE RECORDED. THIS INFORMATION SHALL BE STORED TO A MEMORY

LOCATION ON THE BMCS OPERATOR INTERFACE THAT IS MAINTAINED (NOT

AUTOMATICALLY OVERWRITTEN). THE HEATING SYSTEM LOADS ARE DESCRIBED

UNDER THEIR SPECIFIC REPORT GENERATION DESCRIPTION.

DI

DOMESTIC

WATER

DOMESTIC

WATER USAGE

CONTROLS

TO BUILDING

DI

ELECTRICAL

METER

ELEC

USAGE

CONTROLS

TO BUILDING

FROM MAIN

SERVICE

FROM MAIN

SERVICE

S

DI

ALARM

HVAC EMERGENCY

SHUTOFF SWITCH.

COORDINATE

EXACT QUANTITY

AND LOCATIONS

WITH COR.

REFER TO 01M509 FOR HVAC EMERGENCY SHUTOFF SWITCH POINTS LIST FOR

ADDITIONAL INFORMATION.

SEQUENCE OF OPERATION:

WHENEVER ANY OF THE HVAC EMERGENCY SHUTOFF SWITCHES IS SWITCHED TO THE ON

POSITION, ALL OUTSIDE AND EXHAUST AIR DAMPERS SHALL CLOSE AND THE ASSOCIATED

EQUIPMENT SHALL TURN OFF.

REFER TO THE INDIVIDUAL EQUIPMENT CONTROL DIAGRAMS TO DETERMINE WHICH

EQUIPMENT IS TIED INTO THE INCOMING/OUTGOING AIRCRAFT DAMPER SHUTOFF SWITCH.

REFER TO PLANS FOR EXACT QUANTITIES.

SYMBOL: DESCRIPTION:

MOTOR OPERATED DAMPER

EA EXHAUST/RELIEF AIR

N.C. NORMALLY CLOSED

NORMALLY OPENN.O.

OA OUTSIDE AIR

RA RETURN AIR

SA SUPPLY AIR

AO

DI

AI

DO

ANALOG INPUT

ANALOG OUTPUT

DIGITAL INPUT

DIGITAL OUTPUT

MANUAL MOTOR STARTER W/THERMAL OVERLOAD

HEATING/COOLING COIL

FILTER

MOD MODULATING

SEC SECONDARY

FDBK FEEDBACK

COR CONTRACTING OFFICER REPRESENTATIVE

CONTROL SYMBOLS LIST

BMCS BUILDING MANAGEMENT CONTROL SYSTEM

NETWORK CONTROL UNITSNCU

EC ELECTRICAL CONTRACTOR

MC MECHANICAL CONTRACTOR

TC TECHNOLOGY CONTRACTOR

TCC TEMPERATURE CONTROL CONTRACTOR

IRRIGATION WATER METERING:

· THE TCC SHALL CONNECT THE BMCS TO THE IRRIGATION WATER

METER TO PROVIDE IRRIGATION WATER USAGE INFORMATION.

METER

DI IRRIGATION

WATER USAGE

CONTROLS

TO BUILDINGFROM MAIN

SERVICE

IRRIGATION

WATER

METER

NONE

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

MECHANICAL

FIRE PROTECTION

ELECTRICAL

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

B. BRADLEY

D. THOMAS

B. PERLBERG

E. SHOWALTER

W. DAVIDSON

CALIFORNIA AIR

NATIONAL GUARD

WEST COAST

REMOTELY PILOTED AIRCRAFT

FLIGHT TRAINING UNIT

LANDSCAPE A.COTTINI

C rv t\

\1

M

E

S

IL

L E

R .r v t

/1

/2

:5

:1 A

M

01M504

GENERAL

10045566

ZACH HALL

10045566_10_M.rte

MECHANICAL CONTROLS

NOT TO SCALE

BMCS NETWORK REQUIREMENTS

NOT TO SCALE

HVAC EMERGENCY SHUTOFF SWITCH CONTROL

NOT TO SCALE

UTILITY METERING MONITORING

NOT TO SCALE

GLOBAL REFERENCE POINTS

NOT TO SCALE

UTILITY METERING REPORT GENERATION

05.12.2017 B-1 SUBMITTAL

08.17.2017 B-2 SUBMITTAL

12.05.2017 B-3 SUBMITTAL

A 08.14.2018 MODIFIED FOR ADDENDUM A

A

A

A

NONE

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

MECHANICAL

FIRE PROTECTION

ELECTRICAL

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

B. BRADLEY

D. THOMAS

B. PERLBERG

E. SHOWALTER

W. DAVIDSON

CALIFORNIA AIR

NATIONAL GUARD

WEST COAST

REMOTELY PILOTED AIRCRAFT

FLIGHT TRAINING UNIT

LANDSCAPE A.COTTINI

C rv t\

\1

M

E

S

IL

L E

R .r v t

/1

/2

:5

:1 A

M

01M508

GENERAL

10045566

ZACH HALL

10045566_10_M.rte

MECHANICAL POINTS LIST

2. REFER TO PLANS FOR EXACT QUANTITY OF EACH POINT.

1. REFER TO VARIABLE REFRIGERANT FLOW SYSTEM CONTROL: VRF-A ON 01M505 FOR ADDITIONAL INFORMATION.

NOTES:

VRF INDOOR UNIT FIRE ALARM STATUS DI CA F E A ON/OFF

VRF INDOOR UNIT DRAIN PAN FLOAT SWITCH ALARM STATUS DI CA F E A

VRF INDOOR UNIT AIRFLOW SETPOINT DI T A G HIGH/MEDIUM/LOW

VRF INDOOR UNIT AIR FILTER ALARM STATUS DI S CA H E A G IN. W.C.

VRF INDOOR UNIT SPACE TEMPERATURE AI S CA H L T A G DEG. F.

VRF INDOOR UNIT AIR CONDITIONING MODE DI G COOLING/HEATING

GENERAL VRF INDOOR UNIT ALARM DI CA F E A

VRF INDOOR UNIT START/STOP DO

GENERAL HEAT RECOVERY UNIT ALARM DI CA F E A

HEAT RECOVERY UNIT START/STOP DO

DESCRIPTION ANALOG DIGITAL ANALOG DIGITAL ADJUSTMENT ALARM LIMIT LIMIT HISTORY

POINT

INPUT OUTPUT SETPOINT CRITICAL HIGH LOW FAILURE TREND EVENT ARCHIVE TOTALIZATION GRAPHIC UNITS

VARIABLE REFRIGERANT FLOW SYSTEM CONTROL: VRF-A POINTS LIST

2. REFER TO PLANS FOR EXACT QUANTITY OF EACH POINT.

1. REFER TO SUMP PUMP MONITORING ON 01M506 FOR ADDITIONAL INFORMATION.

NOTES:

HIGH WATER ALARM DI CA F E A

SUMP PUMP RUN STATUS DI CA F E A ON/OFF

SUMP PUMP ALARM DI CA F E A

DESCRIPTION ANALOG DIGITAL ANALOG DIGITAL ADJUSTMENT ALARM LIMIT LIMIT HISTORY

POINT

INPUT OUTPUT SETPOINT CRITICAL HIGH LOW FAILURE TREND EVENT ARCHIVE TOTALIZATION GRAPHIC UNITS

SUMP PUMP MONITORING POINTS LIST

2. REFER TO PLANS FOR EXACT QUANTITY OF EACH POINT.

1. REFER TO CARBON DIOXIDE MONITORING ON 01M506 FOR ADDITIONAL INFORMATION.

NOTES:

CARBON DIOXIDE LEVEL ALARM AI CA H F E A

DESCRIPTION ANALOG DIGITAL ANALOG DIGITAL ADJUSTMENT ALARM LIMIT LIMIT HISTORY

POINT

INPUT OUTPUT SETPOINT CRITICAL HIGH LOW FAILURE TREND EVENT ARCHIVE TOTALIZATION GRAPHIC UNITS

CARBON DIOXIDE MONITORING POINTS LIST

2. REFER TO PLANS FOR EXACT QUANTITY OF EACH POINT.

1. REFER TO COMBINATION FIRE AND/OR SMOKE DAMPER MONITORING ON 01M506 FOR ADDITIONAL INFORMATION.

NOTES:

COMBINATION FIRE AND/OR SMOKE DAMPER POSITION AI CA F T A G OPEN/CLOSE

COMBINATION FIRE AND/OR SMOKE DAMPER ACTUATOR AO

DESCRIPTION ANALOG DIGITAL ANALOG DIGITAL ADJUSTMENT ALARM LIMIT LIMIT HISTORY

POINT

INPUT OUTPUT SETPOINT CRITICAL HIGH LOW FAILURE TREND EVENT ARCHIVE TOTALIZATION GRAPHIC UNITS

COMBINATION FIRE AND/OR SMOKE DAMPER MONITORING

05.12.2017 B-1 SUBMITTAL

08.17.2017 B-2 SUBMITTAL

12.05.2017 B-3 SUBMITTAL

A 08.14.2018 MODIFIED FOR ADDENDUM A

2. REFER TO PLANS FOR EXACT QUANTITY OF EACH POINT.

1. REFER TO UTILITY METERING MONITORING ON 01M504 FOR ADDITIONAL INFORMATION.

NOTES:

IRRIGATION WATER UTILITY METERING DI T A TO G GALLONS

ELECTRICAL UTILITY METERING DI T A TO G KWH

DOMESTIC WATER UTILITY METERING DI T A TO G GALLONS

DESCRIPTION ANALOG DIGITAL ANALOG DIGITAL ADJUSTMENT ALARM LIMIT LIMIT HISTORY

POINT

INPUT OUTPUT SETPOINT GENERAL/CRITICAL HIGH LOW FAILURE TREND EVENT ARCHIVE TOTALIZATION GRAPHIC UNITS

UTILITY METERING MONITORING POINTS LIST

A

BR01

D

E

LK

K

K

J

J

H H

I II

H

IH

H H

RF R G G G G G

GGGG

RR

H

G G

G

D

D

MECH

ELEC

JTAC

GCS COMM

FTU COM

GCS

GCS

GCS

GCS

GCS

L-3 CTR

PMATS

PMATS SERVER

PMATS

PMATS

PMATS

COM LAB

B/DB

B/DB

B/DB

B/DB

B/DB

B/DB

B/DB

B/DB

B/DB

L-3 CTR

L-3 STOR

WEAPONS/ INTEL

COMM

CORRIDOR

117A

ROC SERVER

ROC

B/DB

S2 S2S2E

S2E S2S2

S2

S2

S2

S2 S2ES2

S2 S2ES2

S1

S1

M A

T C

H L

IN

E

S E

E S

H E

E T

E

F

O R

C O

N T

IN

U

A T

IO

N

H1:10

W6

W7

E1

E1

E1

E1

E1

E1

A19

A21

W6

A13

A10A10 A15

A1A5A1

A2 A6

8' - 0"

8' - 0"

8' - 0"

A20

B/DB

AFG

AFG

A2 A6 A2 A6 A2 A6 A2 A6 A2 A6 A2 A6 A2 A6

A7 A7 A7 A7 A7

A7 A7 A7 A7 A7

A2 A6 A2 A6 A2 A6 A2 A6 A2 A6 A2 A6 A2 A6 A2 A6A2 A6

A9A9 A13 A9

A21

A18

H1:2

H1:7

H1:6

H1: 8(PARTIAL)

W6

8' - 0" AFG

H1: 8(PARTIAL)

W9

+24"

W9 +24"

TO EXTERIOR

ENTRY LIGHT

SEE SHEET

01E114

TO EXTERIOR

ENTRY LIGHT

SEE SHEET

01E114

W7 8' - 0"

E F G H I

1.1

2.9

2.1

1.3

7.8

A B

KEY PLAN

M A

T C

H L

IN

E

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

MECHANICAL

FIRE PROTECTION

ELECTRICAL

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

B. BRADLEY

D. THOMAS

B. PERLBERG

E. SHOWALTER

W. DAVIDSON

CALIFORNIA AIR

NATIONAL GUARD

WEST COAST

REMOTELY PILOTED AIRCRAFT

FLIGHT TRAINING UNIT

LANDSCAPE A.COTTINI

1/8" = 1'-0"C rv t\

\1

E

D e re k .E d w a rd s h d ri n c .c o m

.r v t

/1

/2

:0

:2 P

M

01E112

WEST COAST RPA FTU

10045566

ZACH HALL

10045566_10_E.rte

FIRST FLOOR LIGHTING PLAN - AREA B

GENERAL NOTES

1. ALL EXITS, EMERGENCY BUG EYES, AND EMERGENCY

BATTERY DRIVERS SHALL BE CONNECTED

UNSWITCHED TO THE CIRCUIT SHOWN

2. DIAMOND WITH ALPHABET CHARACTER INDICATES

LIGHTING CONTROL SCHEME REQUIRED FOR THE

LOCATION. SEE LIGHTING CONTROL SCHEDULE,

SHEET 01E651

05.12.2017 B-1 SUBMITTAL

08.17.2017 B-2 SUBMITTAL

12.05.2017 B-3 SUBMITTAL

A 08.14.2018 MODIFIED FOR ADDENDUM A

KEYNOTES

37 CONTRACTOR SHALL COORDINATE LOCATION

WITH GOVERNMENT PRIOR TO ROUGH-IN.

Q

Q

Q

K R R

S

R

LECTURE

COMM

DO

DO

LECTURE

LECTURE

S1

S1

OPEN OFFICE

M A

T C

H L

IN

E

S E

E S

H E

E T

E

F

O R

C O

N T

IN

U

A T

IO

N

A10

A15

A8

E1

E1

E1

E1

A10A15A10

A9A13A9

A12A12EA12

A1 A1

H2:3

W5

D1 D1E D1D1E

D1 D1E D1 D1E

H2:5

W9 +24"

+24" W9

TO NEXT STAIRWAY

LIGHT AT LANDING

SEE SHEET 01E111

TO NEXT STAIRWAY

LIGHT AT LANDING

SEE SHEET 01E111

TO EXTERIOR

ENTRY LIGHT

SEE SHEET

01E111

TO EXTERIOR

ENTRY LIGHT

SEE SHEET

01E111

E F G H I

1.1

2.9

2.1

1.3

7.8

A

A

A

AA

A

A B

KEY PLAN

M A

T C

H L

IN

E

PROJECT MANAGER

PROJECT NUMBER

0 1" 2"

SCALE

FILENAME

CIVIL

STRUCTURAL

ARCHITECTURAL

MECHANICAL

FIRE PROTECTION

ELECTRICAL

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

D

C

B

A

SHEET

C. STATSER

B. BRADLEY

D. THOMAS

B. PERLBERG

E. SHOWALTER

W. DAVIDSON

CALIFORNIA AIR

NATIONAL GUARD

WEST COAST

REMOTELY PILOTED AIRCRAFT

FLIGHT TRAINING UNIT

LANDSCAPE A.COTTINI

1/8" = 1'-0"C rv t\

\1

E

D e re k .E d w a rd s h d ri n c .c o m

.r v t

/1

/2

:0

:2 P

M

01E114

WEST COAST RPA FTU

10045566

ZACH HALL

10045566_10_E.rte

SECOND FLOOR LIGHTING PLAN - AREA B

GENERAL NOTES

1. ALL EXITS, EMERGENCY BUG EYES, AND EMERGENCY

BATTERY DRIVERS SHALL BE CONNECTED

UNSWITCHED TO THE CIRCUIT SHOWN

2. DIAMOND WITH ALPHABET CHARACTER INDICATES

LIGHTING CONTROL SCHEME REQUIRED FOR THE

LOCATION. SEE LIGHTING CONTROL SCHEDULE,

SHEET 01E651

05.12.2017 B-1 SUBMITTAL

08.17.2017 B-2 SUBMITTAL

12.05.2017 B-3 SUBMITTAL

A 08.14.2018 MODIFIED FOR ADDENDUM A

KEYNOTES

37 CONTRACTOR SHALL COORDINATE LOCATION

WITH GOVERNMENT PRIOR TO ROUGH-IN.

GENERAL NOTES

1. WHERE DIMMER IS INDICATED FOR WALL CONTROL, PROVIDE ONE TWO BUTTON PUSHBUTTON SWITCH(UNLESS NOTED OTHERWISE) WITH ON/RAISE AND OFF/LOWER CONTROL FOR EACH LIGHTING ZONE AS SHOWN ON THE DRAWINGS. WHERE ONLY ON/OFF IS INDICATED FOR WALL CONTROL, PROVIDE A TWO BUTTON STATION WITH ON AND OFF. EACH SPACE SHALL HAVE A MINIMUM OF ONE ZONE OF CONTROL AND ADDITIONAL ZONES OF CONTROL ADDED AS

SHOWN ON THE DRAWINGS.

2. REFER TO SPECIFICATIONS SECTION 26 51 00 AND LIGHTING CONTROL SYSTEM GENERAL NOTES ON THIS SHEET FOR ADDITIONAL REQUIREMENTS.

REMARKS

1. ADJUST DAYLIGHT SENSOR SETTING FOR XX FOOTCANDLE MEASURED AT THE WORK PLANE.

LIGHTING CONTROL SYSTEM GENERAL NOTES

A. THE FOLLOWING MANUFACTURERS ARE ACCEPTABLE FOR THE LIGHTING CONTROL SYSTEM: GREENGATE, HUBBEL, NLIGHT, WATTSTOPPER.

B. PROVIDE HARD-WIRED CONNECTIONS TO ALL SYSTEM COMPONENTS. BATTERY POWERED WIRELESS SYSTEMS AND/OR COMPONENTS ARE NOT

ACCEPTABLE.

C. PROVIDE INSTALLATION METHODS AND MATERIALS IN ACCORDANCE WITH SPECIFICATIONS, MANUFACTURER’S RECOMMENDATIONS AND AUTHORITY HAVING

JURISDICTION, INCLUDING BUT NOT LIMITED TO WIRING TYPES AND REQUIREMENTS FOR SEPARATION FROM OTHER CIRCUITS/WIRING.

D. THE LIGHTING CONTROL MARK ON THE DRAWINGS INDICATES THE TYPE OF CONTROL REQUIRED IN THE CORRESPONDING ROOM/AREA. THE

MANUFACTURER SHALL DETERMINE THE QUANTITY AND LOCATION OF SENSORS AND ACCESSORIES NECESSARY FOR COMPLETE COVERAGE AND PROPER

SYSTEM OPERATION, AND PROVIDE DETAILED LAYOUT DRAWINGS ACCORDINGLY.

E. PROVIDE LOGIC BASED LOCAL RELAY/POWER DEVICES (WITH DIMMING WHERE APPLICABLE). THESE DEVICES SHALL HAVE DIGITAL PRIORITY ARRAYS TO ALLOW FOR MANIPULATION OF THE SEQUENCE OF OPERATIONS. DRY CONTACT LOGIC IS NOT ACCEPTABLE.

F. PROVIDE PASSIVE INFRARED (PIR) SENSORS IN CORRIDORS AND ULTRASONIC SENSORS…