A02_16_Drawing_for_Marys_Lake_Control_Panel_Upgrade.pdf

1 I 2 I 3 I 4 I 5

CONSTRUCT/ON NOTES:

1. ALL DIMENSIONS GIVEN IN INCHES UNLESS OTHERWISE INDICATED. RECLAMATION

2. PLATE CONSTRUCTION FROM 0.125" {12 GUAGE) MILD STEEL. Managing miter in the »i!st

3. PAINT PANEL FRONT TO MATCH SAMPLE PROVIDED BY RECLAMATION.

FINISH SHEEN - SEMI-GLOSS.

4. PAINT PANEL REAR HOFFMAN WHITE /60.

5. 13/16" X 13/32" X 19 ga. STEEL CHANNEL - POWERSTRUT MODEL

PS 700J OR EQUIVALENT {PROVIDED BY RECLAMATION). SPOT WELD

CHANNEL @ 8.0" INTERVALS ALTERNATING SIDES.

6. MUST MEET EIA STANDARD EIA-310-D FOR 19-INCH RACKS.

D D

I I 9 �1.5 32 I': 33.5

PANEL BSATB (X1)

c:, � c:, '-TOP VIEW - TOP & BOTTOM FLANGE DETAIL � <::

(3 Cr) w 8� � =::d C LL C I Q,: ac:j <( ; � !l:: I C:::S

(J) � <:

33.5 :a, a cs� v!i �

E,_ 33.5

. I l,J ':I 32.625 30.5 � "= :'I a: Cl:\ i=:::

�� 16.75 1 I

1 16.75 Le. !:cl (_) t+- I- 0.875 I z a"' �:::, -

I-- le � c§ � :r: r5 a ��1 I 1.375 f-- �:::, o:i � 3.751

0 0 90" BENO {FOR RIGIDITY) 0 0

�� � :s t

I --------- -------------- ------------------------------ I ei:::, �8 I I (f)

! 0.313 J

I I "' 0:, I >- 05o;

I� t + 17.812 + t <( :::i � [:iJ 3: c:, ).,. �<:: • • • c:, Q: - 13 t t l t _J Yl �

0 0 0 0 <( o:!i :g: cS c:, �• • • • c5 e5 t t I I

19 ,1::

t t ! !

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25 I I I I f f 0 0

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31 t t ; ; ' ' ' ' 37 ; ; 36.5 ; ;

0 30.284 • • 0 38.25 38.2! 0 • • 0 t t ; ; B B • • • • 0::: . t t t t [2� t t t i 0 0 0 0 j:::::: I I I I

38.25 ; ; ; ; E3 (_) :::;:� + + + + C)�' ' ' '

0 t 78x 12-24 t 0 0 t t 0

2=� r5 '/ TRHREAD

NOTE 6 _/ i__r

0.313 •

NOTE 6 _/

� "' I I l'§ QC) "' - 18.312 t � (_) -

I

0 90" BEND (FOR RIGIDITY) 0

NOTE 5 _/

14x ¢0.31

PANEL BSATB (X1) PANEL BSATB (X1) PANEL BSATB (X1)

FRONT VIEW - 19-INCH RACK CUTOUT RIGHT SIDE VIEW - REAR VIEW - UN/STRUT MOUNTING DETAILS {TOP/BOTTOM FLANGES NOT DRAWN} TOP & BOTTOM FLANGE DETAIL {TOP/BOTTOM FLANGES NOT DRAWN}

DESIGNED

DRAWN

CHECKED

TECH. APPR. NAME, PROF. ABBR.

A A

ADMIN. APPROVAL

11.'M[

TITLE "'

Loveland, Colorado 2022-08-10

SHEET 1 OF 1

BSATB

CONSTRUCT/ON NOTES:

1. ALL DIMENSIONS GIVEN IN INCHES UNLESS OTHERWISE INDICATED.

2. PLATE CONSTRUCTION FROM 0.125" {12 GUAGE} MILD STEEL.

J. NOT PAINTED.

D

1:

1.25 •

I0.85

0.4

C

0.375

0.75

B

MINI DIN RAIL STANDOFF PLATE

r5 l'§"' -

A

!;l"' l::

1 I 2 I 3 I 4 I 5

RECLAMATION

Managing miter in the »i!st w

LL

(J) � <::a, a- "' l,J ':I"= :'I z Le. !:cla"' -

,.__ le :r: r5 a f-- �:::, (f) ei:::, "' 0:, >- o;

:::i

3:

_J

DESIGNED

DRAWN

CHECKED

TECH. APPR.

� i;;::

a � Cr)::::!

c:, '- Cl')

8�� c:i11l::S:�� .... !l:: !l:: (j � �l,ij��� �� c§ �

1:li� � ::s

(/')O� c:.,, (.J � 05 ��o..: l�<:� h:a)...� c:, Q: C)

8 e: i:::!:

� Cr)

0:::: .

e6

GJ (__) s � C) 2:

0:::: V) a_ < a_ C)

NAME, PROF. ABBR.

ADMIN. APPROVAL

M'M[

TITLE

Loveland, Colorado 2022-08-10

MINI DIN

SHEET 1 OF 1

D

C

B

A