2010-07-27_REVISION - M1977223 ‎(19)‎

• Permit No: M1977223
• IBM Index Class Name: Revision
• Doc Date: 7/27/2010
• Doc Name: Wet Well Pumphouse
• From: LJ Develop
• To: DRMS
• Type & Sequence: AM1
• Media Type: M
• Archive: No

STEP MASONRY
e" (TYP)
6" THICK CONC.
SIDEWALK AROUND
PERIMETER OF
BLDG.
4'
i
g, -4e
0
-j I,
t0'
6"
EAST ELEVATION
SCALE: 1/4" = 1 —0"
• DWI `. f 0
0
e
f
- 6" THICK CONC DRIVE
APRON w/ THICKENED
EDGES REINF. w/ #4'S
0 15" EA. WAY
- 8" CMU
6" THICK CONC.
—j— SIDEWALK AROUND
4r PERIMETER OF
BLDG.
28'
4' 7.7' � 12' — B•3' 4'
. @ .A 4'
• {•a
f �, 4 d
a, •d.
4 ° f.. ..
-- -3' -4" 41
e a 4
f. a ®• k•o
e. n. d. a'. `f •• •e' .4.. r 4' n g 4•
° a .f a,.
4 f. '+ .a ♦' .. •a 4 °' n'. '0.'e' d �, '.d•' ,� .
4 • G
°' r A'• 'q 'f'
OVERHEAD DOOR ELECTRIC BOX • ' .. a"°
I@ •4• : n''f PRESSURE GAUGE PRESSURE GAUGE i
4" FLOOR DRAIN w/ °�
d P -TRAP ° r ^
0
'� :.4 4• : + UO CO 6& i I OQ od to Ui N °1I d f
Y . a
` °''4' {" '� ,1 t} °�'v: .n a @.. n.,�. ..d <•� '•f•: ` any d'd�e, .fie ...a. ♦; �. '.. ,� JL •" ..\ {..
'. ° '• � ° ' ` .f � a .i1 n .. a .. e. \� 4e. ....�. �� .a. { .V ..f ' . .
TO FRENCH DRAIN
PLAN VIEW
SCALE: 1 4' = 11_0„
42'x42" HATCH COVER
FRAME INTO ROOF
CENTERED OVER PUMP
28 GA. PANEL
ROOF SHEETING
12
3
r --I
24 "x16' SCREENED
WEATHER LOUVER -
POWERED OPTIONAL
-
°b
0
STEP MASONRY
6" Oy')
6" THICK CONC.
SIDEWALK AROUND
PERIMETER OF
BLDG.
4°
6'
— CUT TOP BLOCK
TO FIT SLOPE
— 6" CMU
6" THICK CONC.
SIDEWALK AROUND
PERIMETER OF
BLDG.
4'
12'
SOUTH ELEVATION
SCALE: 1/4" = 1' -0"
B.
S -6"
111
STEEL REINFORCEMENT
CONFIGURATION, STEM WALL ;, a
HEIGHT, THICKNESS AND FOOTER
DIMENSIONS,
}1 '*" ITN Fl_ m 476.6D I
4'
12'
REVISIONS
[ZONE
REV
DESCRIPTION
DATE
APPROVED
—
INITIAL RELEASE
00131109
28 G4• R -PANEL ROOF SHEETING
46" EXPOSURE 1 PLYWOOD
STOP INSULATION AT OUTSIDE FACE 3
OF WALL MAINTAIN MINIMUM 2'
CLEM SPACE BETWEEN ROOF
SHEATHING AND INSULATION FOR
VENTILATION
1x2 FURRING STRIP (TYP) - -
0 e
1 "wB" CEDAR FACIA w/
A" )P4" GROOVE FOR
PLYWOOD SOFFIT
W COX PLYWOOD SOFFIT
3' ALUMINUM SOFFIT VENT
w/ INSECT SCREEN CONL
BETWEEN TRUSSES
1x3 REDWOOD TRIM
aO
BOND SEAM I
STRUM PER ON ENGNEEER
/I
A
6°
1'
If 1' -8"
'7
AS NEEDED (TYP)
6" THICK CONC
DRIVE APRON w%
THICKENED EDGES
REINF. w/ #4'S 0
15" EA. WAY
7'-4"
likdo
1-6" 10'.. 2r -6e
a
I w WELDED DD` BEND w THRUST —
ROTATE TO FIT ATERUNE
I � ALIGNMENT
W FRP (FIBERGLASS
REINFORCED PANELING
2x8 WOOD TRUSSES (11P)
0 24' D.C.
R -3Q INSULATION
Tx3 REDWOOD TRIM
2x8 TOP PLATE CONT.
W DIA ANCHOR BOLT 0
4' -6' D.C. MAX,
S' CMU w/ REINFORCING
PER STRUIUT REAL ENGINEER
TYPICAL. ROOF CONNECTION
SCALE: 3/4" - 1'-0"
10'
ExROPRIETAiiY INFORMATION PROJECT: ENVIRO -A LC 3404 Airway Blvd. SHEET
THIS DRAWINO CONTAINS PROPRIETARY NFORMA16 SELONOING JBS Five Rivers Cattle Feeding LLC _— — L ��jVI1 \ _.ft lJ� '� j L r7 (� / Amarillo, Texas
TO ENVIRO —AG ENaINEERINU: INC. AHD MAY NOT BE WHOLLY _ L N G I 1 v L_. E i C / N �7 I 1 1! C . 78118
OR PAMU.Y REPRODUCED NOR DISCLOSED WITHOUT PRIOR Colorado Beef — Water System Improvements — = C rd ca 1 nt f !;' t Al G C 0 nt S (1 �. T ,� Al `P .`.i TEL [phone]
WRITTEN PERMISSION OF ENVIRO —AA ENGINEERING, INC. Colorado T — — —
02000 EAE. Wo. Lamar, Prowers County, MallYEFMO, /NC. FAX [phone]
Wet Well Pumphouse, Plan View, Sections
& Building Elevations
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