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LEGEND

DESCRIPTION

ACOUSTICAL FABRIC-COVERED PANEL \JI

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FIRST T\/D DIGITS INDICATE \JIDTH, LAST

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LEGEND (CONT)

DESCRIPTION

OPEN FRAME. PANE~ PO\JERED, HEIGHT=68~

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CATE w!DTH.

ACOUSTICAL FABRIC-CD.VERED PANEL \//0

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PREWIRED WORKSTATION PANEL

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NOTES: ,,_,

1. ALL THE PANELS ILLUSTRATED IN THE PANEL LEGEND

MAY NOT BE REPRESENTED ON THIS SHEET.

2. REFER TO THE WRITTEN. SPECIFICATIONS FOR COMPLETE

SPECIFICATIONS AND REQUIREMENTS WITH WHICH THE BID

PACKAGE AND CONTRACTOR MUST COMPLY.

PLAN (BUILDING - B WEST) NORTH

WES EAST

BUILDING 8

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MARCH AFB

DEPARTMENT OF THE ARMY

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MUL Tl-PURPOSE ADMIN .

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PREWIRED WORKSTATION PANEL Pl.AN<

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DATE ,

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DEPUTY

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NOTt:.S:

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DIRECTOR"

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SCALE: 1/8"=1'-0"

1. REFER TO WRITTEN SPECIFICATIONS FOR COMPLETE SPECIFIC.I\ TIONS

. AND REQUIREIV:ENTS WITH. WHICH THE BID PACKAGE AND CONTRACTOR .

MUST COMPLY.

w •'' ~i _J -~--•

II

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SYMBOL D ESCR IP Tl ON ' 1----------+--~--~----~--~-~-_,j . 2. ALL BASE FEED CONNECTION LOCATIONS TO BUILDlf'\G POWER SOURCE.

ll_ i[j) ' DUPLEX RECEPT.t,CLE .•. ARE APPROXIMATE AND SHALL BE CONFIRMED BY FIELD MEASUREMENTS.

EAST

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3. ALL CONNECTIONS BETWEEN PREWIRED WORKSTATIONS, BUll_DING POWER SOURCE AND COMMUNiCATIOf'\S SHALL BE COORDINATED BY CONTRACTOR. ·-A-'·","~"~4f-a""rr""-DJ;;.G-:.e;o•·,-r-------· · .SlJ

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DECICATED RECEPTACLE FOi'< PC USE ONLY

4. USING AGENCY TO DETER~11NE WHICH WORKSTATIONS REQUIRE DEDICATED

RECEPTACLES. CON.TRACTOR TO ASSUME MAXIMUM NUlvlBER OF DEDICATED

OUTLETS PEI'< BASE FEED.

I BUILDING - ' A. I

REViSION DAlE D::SCRIPTION "l'YID

IB

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5. SEE ELECTRICAL DRAWINGS, SHEET E-4. FOR WIRING lvlATRIX ANC

COORDINATION OF PF:ESET OUTLET LOCATIONS.

2 [i;lJ SAFETYaPAYS

NORTH

KEY PLAN

GRAPHIC SCALE

0 8' 16'

• SCALE · l/8'=1'-0' mi I 4

DESIGNED: .

K. STEPHENS

DRAWN:

MARCH .~FB

RS

DEPARTMENT OF THE ARM'

SACRAMENTO DISTRICT, CORPS OF ENG!NEE

SACRAMENTO, CALIFORNIA

CALIFORNIA

MULTI-PURPOSE ADMIN

k.STEPHENs.·.· .... ·. . . . . . .. ·FACILITY

CHECKED PREWIRED WORKSTATION ELEC/TELE PLAN

C. VAN DYCK ..

SUBMITTED:

SECl,QN "C"

(BUILDING B WEST)

DATE .

APPliOliriJ:'

3/3/92

SCALE• AS SHOWN I SPEC. No• 8972 SHECT: flLE·No.: .•

IDl-9 224-25-502

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'w'S524 , ~S424 I

W'30 lcr36I·

Kllll

E1 !!'Jll

IS36 I

THESE T'WD \JIDTHS 'WILL USE FIRST ·

T\·/D DIGITS AND IN.DICATE 'WIDTH IN

INCHES. LAST T\./D DIGITS, INDICATE"

DEPTH IN INCHES.

'WS424

l -TL__24"DEEP .

·. 2 FEET V!IDE

~--'WDRKSURFACE

D-SHAPED PENISULA 'WDRKSURFACE 'W/

SUPPORT LE~ STRAIGHT EDGE TD BE

PANEL MOUNTED, 72"\./ X 30"D,

TRANSACTJDN COUNTER, 15'DEEP, TV!D

DIGITS INDICATE 'WIDTH IN INCHES.

CT=CDUNTER

CORNER TRANSACTION COUNTER. 15'DEE~

CTC=CDUNTEP,CDRNER. ONE DIGIT INDICATES!

'WIDTH IN FEET.

KEYBOARD PAU ADJUSTABLE & STDRABLC

MOUNTS UNDER \./DRKSURFAC~ 24"\J X

19 1/2"D, CAROUSEL, 24 l/2"D X 19''W, PENCIL DRAVER..MDUNTS UNDER 'WORK

SURFACE, 18"\,/ X 1 S"D.

SHELF UNI~ PANEL-MDUNTEU 14"DEE~

15 7/S"H, S=SHELF, LAST T'WD DIGITS

INDICATE 'WIDTH IN INCHES.

s 36

T-, 36"'WIDE

~--SHELF

I

I FB:a I l2L36f

[IlJIIl illITil

PFR2- PFL2

~r-01 ~l ' "' ! "' ' "' ~-r-ij"l ~, -.

~~J

16"HIGH, TV!D· DIGITS INDICATE 'WIDTH IN

INCHES.

FB48

T ' 24"\./IDE

FLIPPER BIN

LATERAL FIL~ LDCKAEL~ PANEL MDUNTEn 15 l/2'D, 12 7 /S"H, L=LATERAL FILE, Fff:ST DIGIT INDICATES NUMBER OF FILES, LAST T'WD DIGITS INDICATE 'WIDTH IN

INCHES. 2L36.

TT. 36"'WIDE'

2 LATERAL FILES

PAPERFLD MANAGEMEN~ PANEL-MDUNTEU

PF=PAPERFLO, L=LEFT, R=RIGHT. LAST

DIGIT INDICATES \>/IDTH IN FEET.

PF R 2

'TTL.__2' \JI.DE

~---RIGHT

~--PAPER FLO

SUSPENDED PEDESTAL DEPTHS=20" DR 24~

15 3/S"V/, THE FDLLDVING DEStRJPTIDNS

EXPLAIN THE FIVE DIFFERENT PEDESTAL

"DRA\./ER COMBINATIONS USED.

PDSl= ONE 6" & ONE 12" DRA'WERS, 20"D, lS"H PDS2= T'WD 12' DRi'.\./ERS, 20'D, 25'H

PDS3= ONE 6" & ONE 12" DRAVERS, 24"D,

. 19"H .

PDS4= T'WO 12'.' DRA'WERS; 24'D, 25'H

PDSS= T'WD 6" & ONE 12' DRA\./ERS, 24'D,

25'H

PDS6=' T'WC 6" & ONE 12" DR,'°\\./ERS, 20"D,

25"H

,.r"'

TB316

MB60

TL60

TACKBDARD, PANEL -MDUNTED,TB=TACl<BDARD.

FIRST DIGIT INDICATES \./IDTH IN FEET,

I EXCEPT FDR 42" \./IDTH \./HICH IS '

I INDICATED IN INCHES, LAST T\./D. DIGITS

I INDICATE HEIGHT IN INCHES. '

I ·TB 3 16

I

I' ., TTL.__16" HIGH

_ ~---3' \./IDE

1,. T ACkBOARD "

MARKER BOARD, PANEL~MOUNTED,

MB=MARKER BOARD, TWO DIGITS INDICATE·

WIDTH IN INCHES, 28"H.

MB 60 T L__l6" HIGH'.· TACkBOARD:

T1~SKLIGHT, VARIABLE INTENSITY, MOUNTS

UNDER OVERHEAD STORAGE BINS DR SHELF'

TL=oTASK LIGHT, T\./D DIGITS INDICATE 'WIDTH IN INCHES, 5 l/4"D, TL60

T . 60" \./IDE

TASK LIGHT ··

:c /

'..: .-1'

~·II~

~'1r~

I~ ~ ·., .. I JI~ Iii 0t l ~ II r:: - :J i t:: = :::i "'

·' 1111=11 ~

GRAPHIC SCALE. 1/4"=1'0"

PLNPROG

TYPICALS

0 2' 4' 8' 12' ' ' ' " 16' 20'

' LPc:Fl I I 1. . I

. 'w'S224

TL24

FB24

,__-B24 l='"B24 ~ KB -L24 .

~ ~ ·TL24

PD PD BD

r:: :::i r:: :::i

= IS~ 111= =Ill 1;s<0, =

'w'S524S24 S24 .'w'S524 ··

TB316TL24 TL24 TB316.

TL36 TL36

FB36 FB36

PLNPROG

COMPONEN-1 S

~:.S ... BUILT ·· ····

'w'S224

TL24

FB24.

:3]il131~-REvTSE!:>~-=eu1:i:..~- ·- ""I I r9l2( REVl~ON I DATE I I ~ESCRIPTIO~ I BY l BY I D

OESIG:>'.::O:

K. STEPHENS

DRAWN:

K. STEPHENS

CHECKED;

C. VAN DYCK

SUBMITIED:

DEPARTMENT OF THE ARMY, ..

. SACRAMENTO DISTRICT, CORPS OF ENGINEERS

SACRAMENTO, CALIFORNIA

MARCH AFB CALIFORNIA

MUL Tl-PURPOSE ADMIN

FACILITY

PREWIRED WORKSTATION . TYPICAL PLAN

SHEET 1

DA1£ SCALE• 1 /4"=1'0" I SPEC.,,,, 8972

APPROVED::

';flON ~C"

3p/1z. "'io''1-10 Fll£;24-2s-so2 I I I '12

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I I II I I t:=:J t:=:J

L

FSL FSR

FSL & FSR-

TYPICALS.

r-1 .. ·· I 1 .. ,_

11 I L_JI

I

' FB48 - FB48

FB30 -TL48 TL48 FB30

- TL30 TB416 TB416 TL30

\v'S3030 \v'S430 \v'S430 \v'S3030 llf ------aj-i "'iii 4,.

ir"lJi I' 1[-"1J11 111 111 ' ' t:=:J '" 11- "' - t:=:J ' ,1

1 I IJKBD KBD

!i S60 ,S60 UJ i

, 2L60 ·- 2L60I -'- Ii - ---wss241i[t!:WjPDS6 PDS61filjjljjwS524

PFL2 PFR2

FSL & FSR

COMPONENTS

l'w'S530r-1 -

I I L J~PDS2

KBD

FUNCTION-ANALYSIS ----VE PAYS

1= 1= ~I = ~I = ~I 1r-=-= 111' ~-~- . . t:=~ . !

' I L

PRDGR

-PROGR &

TYPICAL

---, I I

_J

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,jl

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PROGL

- FB60

TL60 -

· - -- -FB60 -

FB30.FB30, TL60

TL30 TL30 -- TB516 -

\./S3024 \./S3024\./S52 0~~1~4 t:=:J [::_ '

KBD KBD ' I'

S60 S60 1 ''2L60 2L60"11

\./S530i 1JS530 if-...JJI PDS2 L _J PDS2

PFL2 PFR2

PROGR & PROGL

COMPONENTS

FB24 FB36 -- FB24

TL24 TL36 TL24

\./S 42 4TB 316 \.! S330 'w'S42 4

PFR2

I lj I

I --- ' I I 1·-· CT48 ~ =1·11 t:=d ''S330 ,-, -

~Ill~ I I

11 t:=:J1 111 I Li I

FB48 FB36

TL48 TL36

\v'S430 wS330 ,, 1 R1 I l~I DI c:><2':J

I I t:=:J TB5161t Ill PD

- 2L60

KBD

''wS524 ~Hill S60 PDS2~1 't "' 1PFL2 L -

FDASEC

FOASEC -

TYPICALS

I I lln

PFR2 CT24

FOASEC

COMPONENTS

PFL2

PDSSi - FB36

\./S 214 TL36

= tr I ==-t:-j

I

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SCSEC

S "'S'_C_ (___,, [_ --

1-Y PICA L

I

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FB60 FB30, TL60

TL30 _ TB516

\./S3024 \./S524 -

"" II =: 111 I lfij]i - ! 111

KBD

wss24111 4 S60-I PFR211~l. 2L 60 '!' PDS2 ·

CT24 PFL2

SCSEC>-_

C 0 tvl P 0 NE N TS

\./S524 \./S524

PDS2 PDS2

A-

STDAID

STDAiO

TYPICAL

I I _ _J

F=""

KBD I I,

!JI I I I PD L _ __JI

PFR2 PFR2 PDS

-wS324

B36

TL36

TB316

FDA --FDA PFL2 PFR2

,.TB516 TB516,, ·' .

ii·· r

STOAID

COMPONENTS

FB48 FB48

FB30 TL48 TL48 FB30

TL30 TB416 TB416 TL30

\v'S3030wS430 \v'S430 W'S3030

KBD - KBD

S60 _ .S60 ~- 'w'S524.

2L60 2L60 - -

PFR2~PDS2 PDS2 PFL2

\./S524

· IMSEC

2L4211 I'

I ~1 SEC IMSEC

TYPICAL . · COMPONENTS .

Ci~::~.~;~''-'<i~y,,-...,, CC•'.· ~,~_.._..!'- •-•c> ·-~"c~·---~-.;,,_,,,,'"°'''""'''~'•' ·:,;~~-~:·:'"; --~«'~.';-:·~:;"'' ,, ~~~:-~f~'.>FB'4-'8:-r··134"""3~•;ih·'•'"'1i;i}i'-;7'-"•~:~·::;? 1t :<' ,, TL48 TL48 .r- -_, h- · ·---· -- - -- TB416{A41 "'"' --, ~- .. -.. - ' - ,,•:f'~- --, ... ; .;

F - · 2L48 wS424 42 2L48 :

i - 1 ' ·b ~· 'i- ~ ·~- - \l F - ., PFR2 ~1 1 PFL2 -- L h 1 h~ 1 L, , __ \1 h~ 1 R-- pnc,11 \ 1PD -- > .!;;:.. j v j , . __ -j v.j .. · , . .c·:·... .lli . I ,_ ;:'' -

J' -- ~-!;,.. ---- PDssJ<-B'D KBD PDSS !

·~-- --, ~ ~ ,----,·.,,,.', -- fF;"'""i. ~ ~ ,----, _} -.-. -,, -; I ' I I -.. , I'.-' i i I I I -;. - -i: :. I i I I - ':'-•· - ,:,r \./iS430 1 'w'S4-1301 . ',)

... , _ _J ' L _ _J ~-~ __ ,,, . _ _J l:::_lJ - ·, _, < <l~ ,.:=·\;;.(·;: --~,~."" - ;>i

• --- ••• -- ·> -- 'w'S324'w'S324 · . ·-· .• ·-r -- , . -~~

!. ;,?· ... : TL36 TL36 :. ·r_:_ -'.,.•." · · - .. - .- t

G

RECMGT2 ''

RECl'v1 GT2

TYPICALS

-K~3~SOJ~

DwS6(3~ JI~ FB30

'TL30

i3n1 11 II 1lllFB36

TL36

TB316

111 1~\./S324 II p~i~1R 2 I i1~ jyc~~

\./ 1-.:>2,4 11111 'w'S324

RECMGT?

_COMPONENTS

" ,,._. FB36 FB36 ··-I

_1'.,--··- ",[:,-:-.'"'.!"- ._,•" '• .,.· f.

:rr 1rv11 L &--J-~v11 R- 1~11 L &.,_11v11 R ·i - 1~ -. . _ _ _,,,r~~':;··. · · - ··~· .... "- -. ··. t ·

FB48q -FB48~ i:m:ml I I Ill!

PFL2 PFR2 CT24 CT24

SECL SECR -

SECL & SECR

TYPICALS

SECL & SECR

COMPONENTS

'----- .;, TYPJG?AL co~~PONE1\:J<IS - !

;,;:_~,,·_·; . ---·--~-1·'.f~-- - '.i ~--;;..;:-··~:-,, -.1 f -:f_"._:_-_,. ,_t;::'' ("""• .~ ,;;.,,,~;".-,,_,,, .~t~"" ,.~- .·.·._ .. ·, ,. ,'>•,, ~·-: .

-.':~' ,-, ·; _ _,,,,..{'.:> •L J'·.,' " •• t F •' i t ' • ·1 ,-. ~":" !:-

·/•, . ~;·p. ,, .. , 1~" ~ r . ,.,.. l •. \ ·~-·- ~

-·,~;,·· !!'.,;~~·/· f_;_---_. L ~--~ __ ';_" ·'," t : ..... , :. /.'./ ~-- :~·-,_.-, }' "'., -'-;;: '«I • -,_, _,,.. J.;,._,,_ __ l_-~ •.. ,,. •• ' ;~~-. • . '-' •.• ,-,. •.-"""". ~ --~ i

·. -: -: ~}~~~i1~~:~~~~~· '~-~' ;,.:: .. ~.---~;~~ .::. ~·~~!';""'·'~~~~?.:;;;±~:~~~;::::;~:::;:::-:~·-~-~~:~7~-----· ;'-... :'.:-~,..::~~~-~~ -: ..

TL48 FB48 FB48 Tb::-4'8

TB416 TL48 -TL48~TB416 -

'w'S424 'w'S424 \J..2424 'w'S424 - -

.l~I

~ I~

PD _,,,. IPD

'2-b..4 8 _...,..- ,..\./-S430 - 'w'S430 - > , KBD KBD

. r--; 111 j ll I -- - Rll~ "--.PDSS ,-----, ;--1 PDSS

I~ L __ _J --- - --- ~ PFR2'-- L __ _J II 11

2L48

FDSECL [..-El'SECR I I I

1111 CT3'6~CT36

_ - ~,,. _ .. - PFR2 _ -~-

F 0 SEC L/&'. FOSECR - FOSECL & r- OS~R:

f i

1 TYP,lcCAL _ - - COMPONENTS 1~-- - - ·-o-ELETErJ& - -' - - - ' -- - - -- (.' -I . - . . . - . ~-. '. . .

::i .• ' - ---··~ •• -~-

CDMPDN~NT LEG,. ND COMPONENT LEGEND (CONT) i CDMPDNlNl - LEGEND (CONT)

FB60 -- ,.

TL60

T.B516 W'S530

SYMBOL I DESCRIPTION

ls4~4 I·-.

hl30

ICT36I

liEl

E1 lf;ij!

l=-l

CANTILEVER RECTANGULAR WDRKSURFAC~

WS=WDRKSURFACE. FIRST DIGIT "INDICATES

WIDTH IN FEET UNLESS 30" DR 42'.

THESE TWO WIDTHS WILL USE FIRST --

- 'TWO DIGITS ANTJ INDICATE WIDTH IN

I INCHES. LAST TWO lllGITS INDICATE

I

DEPTH IN INCHES. -

WS424

I ·TTL__24"DEEP -·

I 2 FEET WIDE

! WDRKSURFl'.CE

D-SHAPED PENISULA VDRKSURFACE W/

SUPPORT LE~ STRAIGHT EDGE TD BE ·

PANEL MOUNTED, 72'W X 30"D. -

TRANSACTION COUNTER, 15'DEEP, TWO

DIGITS INDICATE \v!DTH IN INCHES.

CT=CDUNTER

CORNER TRANSACTION COUNTER. 15'DEE~

CTC=CDUNTER.CDRNER .. ONE DIGIT INDICATES!

\JIDTH JN FEET.

KEYBOARD PAU ADJUSTABLE & STORABLC

MOUNTS UNDER WDRKSURFACC 24"W X

19 1/2"D. .

CAROUSEL, 24 l/2"D x 1 s·w.

1 PENCIL DRAVER, MOUNTS UNDER VORK

SURFACE, 18"w X 19'D.

SHELF UNIT, PANEL-MOUNTED, 14'DEEP,

15 7 /8'H, S=SHELF; LAST TWO DIGITS

INDICATE WIDTH_ IN INCHES.

- s 36

1-T -36'WIDE

~---SHELF

SYMBOL

I FB48 I

j2L361

[Ill] mrnJ

PFR2 PFL2

r--1 '-ij' I~ I lt:l I ~ iY-!J .

"' '-' r-e;i rg1 1cl R l 10.l ~.J N

F-1 FO'

l~·~l ""' .,,, - "'

DESCRIPTION

OVERHEAD STORAGE BIN WI _FLIP.PER DOOR

PANEL MDUN·TED. FB=FLIPPER BIN,; 14'DEEP,

16'HIGH, _ TVO DIGITS INDICATE WIDTH IN

INCHES

FB48

T -24"WIDE

FLIPPER BIN

LATERAL FILC LOCKABL~ PANEL MOUNTED,

15 l/2"D, 12 7 /S'H, L=LATERAL FILC

FIRST DIGIT INDICATES NUMBER OF FILES,

LAST TWO DIGITS INDICATE VIDTH JN

INCHES. 2L36

- - 36'WIDE T-

2 LATERAL FILES

PAPERFLD MANAGEMEN~ PANEL-MOUNTED,

PF=PAPERFLD, L=LEFT, R=RJGHT. LAST

DlGIT Il~DJCATES WIDTH IN FEET.

PF R 2

1T

L__2' VI.DE

~---RIGHT -

---PAPER FLO

SUSPENDED PEDESTA~ DEPTHS=20" DR 24~

15 3/8'W, THE FOLLOWING DESCRIPTIONS

EXPLAIN THE FIVE DIFFERENT PEDESTAL

DRAWER COMBINATIONS USED

PDSl= ONE 6' & ONE 12' DRAWERS, 20'D, ·Q•H l;

PDS2= TWO 12" DRA\JERS, 2C"D, 2'.C"H

PDS3= ONE 6" & ONE 12" DRAWERS, 24'D,

lSnH

PDS4= T'WD 12" DRA\JERS, 24'D, 25"H -

PDS5= TWO 6' & ONE 12" DRAWERS, 24"D,

- 25"H

PDS6= TWO 6"- & ONE 12" DRAWERS, 20'D,

25'H

I

SY~1BOL DESCRIPTION

TB316

MB60

·~ TL60

TACKBDARU ~ANEL-MDUNTEUTB=TACKBDARD.

FIRST DIGITnNDICATES WIDTH JN 'FEET,_

·1 EXCEPT FDR 42' WIDTH WHICH LS _ .•. -

-INDICATED JN_ INCHES, LAST TWO DIGITS

• INDICATE HEIGHT JN INCHES.

TB 3 16 . -

I TTL.__1~· w~bGEH' _

TACKBDARD

MARKER BOARD, PANEL-MOUNTED,

MB=MARKER BOARD, TWO DIGITS INDICATE

WIDTH IN INCHES, 28"H_

MB 60 T L__l6" HIGH - -

. TACKBDARD

I

TASKLIGHT, VARIABLE INTENSITY, MOUNTS

UNDER OVERHEAD STORAGE BINS DR SHELF

TL=TASK LIGHT, TVD DIGLTS INDICATE I'

WIDTH IN INCHES, 5 l/ 4"D,

- TL60 I TT 60" WIDE

TASK LIGHT

i

·Y

'w'S424

PFL2

I I

FB30- --·

TL30 _

W'S3030

- lPDl .

KBD

I

PDS6 '

S48 2L48

SEC2L

SEC2L

CT24 lffi 11

PFL2

TYPICAL._

GRAPHIC SCALE 1/4"=1'0"

SEC2L -

COMPONENTS

0 - 2' 4' 8' -- --- 12' 16' -- 20' LFLFl I I - ----- I I

I 4

I

FOAL & FOAR

TYPICi\LS.

I[ -•··-· 11 I~: 11.

TYPE\JRTR

TYPEWRTR

TYPI CALS----

MAIN

MAIN--

TYPICAL __

2L60 . · i 2L60 S60 BDi:KB S60

" b=~ b=~ 1PD! - I - !PD1 r:==;:J Ill=

\./S330 'w'S330\v'S430 _

TL48 TL36 TL36 TL48 -

FB48 FB36 FB36 FB48

FOAL & FOAR

COMPONEN-IS

l~I

\./S430l 'w'S430,,.

=+=+<4l>

TL48

FB48

TYPEWRl-R, co~~PONENTS

II I Ill \./S530 'w'S230

~1AIN

CO~IPONENTS

- fl"'ll. ~ ~ ~~I T ltt~'"'guu~i

_,JS IZ::.NIDS"l~JEESi'J:S~D(.CJ_::::: ·--===-~···

B c

I REVISION I DATE DESCRIPTION "'i"'ID

DEPARTMENT OF THE ARMY -

SACRAMENTO DISTRICT, CORPS OF ENGINEERS

SACRAMENTO, CALIFORNIA

DESIGNED:

MARCH AFB CALIFORNIA

K. STEPHENS

DRAWN:

K. STEPHENS,

CHECKED:

C. VAN DYCK·

S.IEMITTED:

1;· -/ . -_.-»_.f-1 /l /" .;R,~ ~

MULTl~PURPOSE. ADMIN _ ..

FACILITY

PREWIRED WORKSTATION TYPICAL PLAN_

-----SHEET 2.

SCALE• 1/~-"=1'Q" SPtC. 'No.: 89 7 2 DAIT

-. APPROVED: -

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ID1-11

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FUNCTION ANALYSIS - VE PAYS

GENERAL STRUCTURAL NOTES ABBREVIATIONS

1. DESIGN LOADINGS:

ROOF LIVE LOAD <REDUCIBLE. FOR AREA)

GROUND SND\J LOAD

VIND LOADS: BASIC VIND SPEED

EXPOSURE C, HIGH. RISK

SEISMIC LOADS•. (AFM 88-3, CHAP. 13)

20 PSF

0 PSF

70 MPH

STRUCTURE: ZONE 4, Z=L I=l.O, CS=0.14, K=l.O

V = Z!CSK\J

ELEMENTS OF .STRUCTURE•

Fp = Z!Cp\Jp

FLOOR LIVE LOADS•

OFFICE

CORRIDOR, MAIN

CORRIDD~ SECONDARY

CLASSROOM

COMPUTER ROOM

TOILET ROOM

. MECHANICAL ROOM

STORAGE <LIGHT)

2. MATERIAL STRESSES•

CONCRETE, CLASS 'A'

REINFORCING STEEL• •.

BAR STEEL, ASTM A615

CONCRETE MASONRY UNITS

MORTAR

GROUT

STRUCTURAL AND MISC. STEEL, ASTM A36 ·

STRUCTURAL TUBING, ASTM A 500 GRADE B

LIGHT GAGE COLD-FORMED STEEL•

16 GA. AND HEAVIER

18 GA. AND LIGHTER

BDL TS IN CONCRETE, .. AND. CMU

BDL TS IN STRUCTURAL STEEL U.O.N. ·. · . ASTM

ALLD'WABLE SOIL BEARING PRESSURE

50 PSF

100 PSF

60 PSF

40 PSF.

150 PSF

60 PSF

150 PSF

125 PSF

f'c. = 3000 PSI fy = 60000 PSI_ f'ro = . 1350 PSI f'ro = 1800 · PSI f'c = 2000 PSI

Fy = 36000 PSI Fy =' 46000 PSI

Fy = 50000 PSI Fy = 33000 PSI

ASTM A-307.

A-325 TYPE N

3000 PSF

ONE THIRD INCREASE ALLD\JED FDR MATERIAL STRESSES UNDER

'WIND DR SEISMIC LOADING.

3. REFERENCE FLOOR ELEVATION 0'-0" ON STRUCTURAL AND ARCHITECTURAL

DRA\JJNGS CORRESPOND \JJTH ACTUAL ELEVATIONS• 1547' FDR BUILDING A AND·

1548' FDR BUILDING B ON CIVIL DRA\JINGS.

4. SEE ARCHITECTURAL DRA\JINGS FDR DIMENSIONS NOT SHO\JN. ·

VERIFY DIMENSIONS \JJTH ARCHITECTURAL DRA\.'INGS.

5. FDR SIZE AND LOCATION OF OPENINGS NOT SHO'WN, SEE CIVIL, ..

ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRA'WINGS. THE

CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL OPENINGS

THAT ARE SHO'WN OR REQUIRED FDR PIPE, DUCTS, LOUVERS ETC.

6 PROVIDE ALL NECESSARY TEMPORARY BRACING, SHORING, GUYING DR

OTHER MEANS TD AVOID EXCESSIVE STRESSES AND TD HOLD STRUCTURAL

ELEMENTS IN PLACE D.URING CONSTRUCTION.

7. DETAILS 'WHICH ARE NOT SHO\JN SHALL CONFORM IN GENERAL \JITH

DETAILS OF SIMILAR CONSTRUCTION SHD\JN ELSE\.'HERE ON THE DRA\.'INGS.

8. DO NOT EMBED PIPES, DUCTS, OUTLETS, ETC., IN STRUCTURAL CONCRETE

\,/lTHDUT THE APPROVAL OF THE CONTRACTING OFFICER U.O.N.· ~ . ..

9.. ALL REINFORCING DO\JELS, BDL TS, ANCHORS, SLEEVES, DR PIPES FDR

SHALL. BE SET BEFORE CONCRETE DR GROUT IS PLACED.

10. STRUCTURAL MEMBERS SHALL NOT BE .CUT FDR PIPES, ETC., -UNLESS

'APPROVAL IS OBTAINED FROM THE CONTRACTING OFFICER.

11.. ALL EQUIPMENT . ANCHOR BDL TS SHALL BE SET 'WITH TEMPLATES. .THE

CONTRACTOR SHALL VERIFY ALL EQUIPMENT ANCHOR BDL T LOCATIONS.

12 ALL EXPANSION ANCHOR BOLTS TD MEET REQUIREMENTS OF FED. SPEC.

FF-S-325 COM-MB~ GROUP IL TYPE 4, CLASS 1

13. THIS BUILDING HAS NOT BEEN DESIGNED FDR EXPANSION.

- 1

CONCRETE NOTES CLAY TILE ROOF NOTES:

1. JOINTS IN SLABS-ON-GRADE SHALL BE AS SHO'WN ON THE DRA'WINGS.

2. · CONSTRUCTION JOINT LOCATIONS NOT SHO'WN ON THE -STRUCTURAL

DRA'WINGS SHALL BE APPROVED BY THE CONTRACTING OFFICER.

3. CHAMFER ALL EXPOSED CDRNERS.3/4' FDR CAST-IN-PLACE

CONCRETE U.D.N.

4. REINFORCING BAR LAP SPLICES SHALL CONFORM. TD THE AC! BUILDING

CODE 318-89, CHAPTER 12, U.D.N. AND SHALL BE SPLICED DNL Y. AT

APPROVED LOCATIONS. · USE CLASS 'C' SPLICE.

5. REINFORCING STEEL MINIMUM· COVER SHALL BE IN ACCORDANCE \JITH THE

AC! BUILDING CODE 318-89, U.O.N.

6. REINFORCING SPACINGS GIVEN ARE MAXIMUM ON CENTER AND ALL

REINFORCING .IS CONTINUOUS, U.D.N.

FOUNDATION NOTES

1. SEE DETAIL 2 ON SHEET S-6 FDR EXCAVATION DETAIL.

STRUCTURAL STEEL NOTES

1. ALL 'WELDS FDR A36. STEEL SHALL BE MADE \JITH E70XX. ELECTRODES.

2. . ALL VELDS SHALL BE CONTINUOUS \,/HERE LENGTH IS NOT GIVEN.

3: . ALL GROOVE VELDS SHALL BE FULL PENETRATION VELDS U.O.N.

1. TILES, TILE TIES, ANCHORS, FASTENERS AND ANY OTHER ITEMS FURNISHED

BY ROOF MANUFACTURER SHALL BE ENGINEERED TO MEET THE GRAVITY

LOADS (ACTUAL DEAD LOAD + 20 PSI LIVE LOAD) AND THE WIND UPLIFT

REQUIREMENTS SPECIFIED IN THE TABLE BELOW.

2. SEE S-15 FDR TILE ANCHOR SUPPORT LAYOUT.

COMPONENT/CLADDING PRESSURES (PSF)

TRIBUTARY ·ZONE A=11 FEET -

AREA - CD '1l @

( FT )

10 -16.9 -35.5 -35.5

20 · .. . -16.3 -32.2 -32.2.

50 -15.4 -27.8 -27.8

LOCATION ZONES FOR DESIGN WIND

PRESSURES ON ROOF

A-

¢' , ~·· . 3

A:t - - ' +,;[ l~ ' -\ -· · =P 3 -t+ 3 -· -·. · B

~ A · · · · BUILDING - B A

A A . H· .· . ·. ·. t-'t i=~I _____ ® _____ 102

J.

I - I ® . ·CD ®· I .· . . I - - ·--ClGi-'- _ ... _ - -®--· ·_ - -lcJ

BUILDING - A

ADDN'L

ALT.

A.B.

AC!

A!Sl

ARCH.

ASTM

A'WS

BM.

,BOT., B.

it c C.J.

CLR

C.M.U.

CAP.

COL.

CONc.·

CONN.

CONT.

CTJ

C.\,/.B.

DET.

DIA. ¢

DI MEN.

D~G.

- ADDITIONAL

ALTERNATE

- ANCHOR BOLT

- AMERICAN CONCRETE INSTITUTE

- AMERICAN IRON AND STEEL INSTITUTE

ARCHITECTURAL

- AMERICAN SOCIETY OF TESTING MATERIAL

AMERICAN 'WELDING SOCIETY

- BEAM

BOTTOM

CENTERLINE

CHANNEL

CONSTRUCTION JOINT

CLEAR

CONCRETE MASONRY UNIT

CAPACITY

COLUMN

CONCRETE

CONNECTION

CONTINUOUS

CONTRACTION JOINT. ·

CAPILLARY 'WATER BARRIER

DETAIL .

- DIAMETER

DIMENSION

DRA\JJNG

EA. - EACH

E.F. - EACH FACE

EJ .. · · - EXPANSION JOINT

E.\J .. · - EACH \JAY

EL., ELEV. - ELEVATION

EQUIP. - EQUIPMENT

EXP. - EXPANSION

FOUNDATION

FEDERAL

FINISH

FLOOR

4. ALL 'WELDED HEADED STUDS SHALL BE INSTALLED PER A'WS Dl.1-83, SECT. 7.

FDN.

FED.

FIN.

FLR'.

FT,

FTG:

- FEET·

FOOTING

5. COLD-FORMED 'STRUCTURAL STEEL MEMBERS SHO\,/N ON THE PLANS

SELECTED FROM THE AMERICAN IRON AND STEEL INSTITUTE'S 'COLD-FORMED .

STEEL DESIGN MANUAL' TABLES. EFFECTIVE SECTION PROPERTIES FDR

~EMBERS FURNISHED SHALL EQUAL DR EXCEED THE PROPERTIES LISTED IN THE

AISI TABLES. ALL SECTION PROPERTIES FDR LIGHT-GAGE COLD-FORMED .

STEEL MEMBERS SHALL BE COMPUTED IN ACCORDANCE \JITH AISI MANUAL,

LATEST EDITION.

6. NON-DESTRUCTIVE TESTING <N.D.T.> OF VELDS•

GROOVE 'WELDS <SPLICES, MOMENT CONNECTIONS, ETC.>

FULL PENETRATION• 100% FIELD 'WELDS

20% SHOP 'WELDS ,_ ..

CONCRETE MASONRY NOTES

l. _ TYPICAL VERTICAL VALL REINFORCEMENT SHALL. BE #5.@ 16' O.C. U.D.N ...

2. ALL VERTICAL REINFORCEMENT SHALL BE CONTINUOUS FOR THE FULL ·

HEIGHT OF 'WALL AND BE LOCATED AT THE CENTER OF THE

MASONRY BLOCK.

3. TYPICAL HORIZONTAL VALL. REINFORCEMENT FDR 8' VALLS SHALL BE

A MINIMUM OF T\,/O #4 BARS IN AN s· DEEP BOND BEAM AT THE ROOF LINE

AS SHD'W ON THE DRA\JINGS AND AT INTERMEDIATE LOCATIONS 'WITH

SPACINGS NOT TD EXCEED 4'-0" D.C. THE BOND BEAM AT THE ROOF LEVEL·

DNL Y SHALL BE CONTINUOUS THROUGH THE 'W.C.J.

4. TYPICALLY GROUT ONLY THOSE CELLS CONT AINI.NG REINFORCEMENT,. U;O.N

5. REINFORCING BAR LAPS AND SPLICES SHALL. BE 40 BAR

DIAMETERS OR 2'-0", \JHICHEVER IS GREATER

6. REINFORCEMENT AROUND OPENINGS IN MASONRY SHALL BE AS SHD'WN ··

ON DETAIL 11 DRA\JING S-2, ND REINFORCEMENT IS REQUIRED FOR ·.

OPENINGS LESS THAN 8' IN BOTH DIRECTIONS ..

7. DD\JELS FROM CONCRETE FOOTINGS SHALL MATCH SIZE, QUANTITY

AND LOCATION OF BARS IN CMU.

8: BOLTS IN CMU SHALL BE .PLACED IN ACCORDANCE \J!TH DETAIL 10

DRA \JING S-2, U.O.N.

9. MASONRY CONTROL JOINTS SHALL BE LOCATED DNL Y 'WHERE

SPECIFICALLY SHD'WN ON THE STRUCTURAL DRA'WINGS.

STEEL ROOF DECK PROPERTIES AND \JELDING REQUIREMENTS:

GA.

GAL.

GALV.

H

HDRIZ.

Ix

Iy

IN.

1 STEEL ROOF DECK SHALL HAVE THE FDLLD\JING MIN. PROPERTIES•

TYPE._· - \JIDE RIB

THICKNESS - 20 GA.

DEPTH - 1 112·

' MIN. MOMENT OF INERTIA

MIN. SECTION MODULUS

0.207 IN 4 /FT,.

0.232 IN /FT

2. STEEL ROOF DECK \JELD!NG REQUIREMENTS•

36/4 PATTERN \JI 314" D PUDDLE VELDS

314 • D PUDDLE 'WELD @ 12· O.C.

GAGE'

- GALLON

GALVANIZED

- HIGH

- HDRIZDNT AL

MOMENT OF INERTIA

ABOUT X-X AXIS

MOMENT OF INERTIA

ABOUT Y-Y AXIS

- INCHES

SUPPORT

MARGINAL VELDS

SIDELAP .. - THREE 3/ 4" 0 PUDDLE DR THREE 1 1/2" SEAM VELD

STEEL STUDS PROPERTIES REQUIREMENTS•

1. 6' STUDS SHALL HAVE THE FDLLD'WING MIN. PROPERTIES•

THICKNESS - 20 GA.

MIN. SECTION MODULUS - 0.494 IN 3

K

L

LG.

LBS.

MAX.

MECH.

MISC.

MIN.

MPH

N.T.S.

NDM.

o.c.

O.'W.J.

PSF

PSI

PFJ

PL., It

R.

REINF.

S.A.B.C.

S.F.

Sx

SHT.

SIM ..

SPCS.

SPEC.

SQ.

STL.

THK., T ·

TM

T.D.S.

TYP.

U.D.N.

VERT ..

- . 'vi I 'vi \JD., 'vi

VT.

\J.S.

i 'W.P.

'W.C.J.

z

- KIPS = 1000 POUNDS

-ANGLE

-LONG

-POUNDS

- MAXIMUM

- MECHANICAL

- _MISCELLANEOUS

- MINIMUM

- MILES PER HOUR.

- NOT TD SCALE

-NOMINAL .

-ON CENTER

- OPEN \JEB JOIST

-POUNDS PER SQUARE FOOT

_ - POUNDS PER SQUARE -INCH

- PERIMETER FELT JOINT

- PLATE

-RADIUS

- REINFORCING

- STABILIUZED AGGREGATE BASE COURSE

- SQUARE FEET

- SECTION MODULUS ABOUT THE X-X AXIS

- SHEET

- SIMILAR

-SPACES

- SPECIFICATIONS

. -SQUARE

- STEEL

- THICK

- TECHNICAL MANUAL

-TOP OF STEEL

- TYPICAL

- UNLESS DTHER'WISE NOTED'

-VERTICAL

- \JITH -

- 'WIDE FLANGE

- \JIDE

-STRUCTURAL TEES

- 'WELDED HEADED STUDS

-AT

-AND

- 'WORKING POINT-·

- VALL CONTROL JOINT

- ZEE SECTION

A,~, ~~~· .. ~~~. T Ii-'!.;.~?_ -,,-_r...y·~;i~-1-·_

A

B·· c c,'

10.; ALL REINFORCING DD'WELS, BDL TS, ANCHORS, SLEEVES, DR PIPES

FDR MECHANICAL AND/DR…