HomeMy WebLinkAbout41684984_01 - Drive Operator House 16x10C
B
6
3
7
5
9
9
BARS SHOWN IN
STAGGERED
POSITION RELOCATE
AS NEEDED FOR
BLOCKOUT
BARS SHOWN IN
STAGGERED
POSITION RELOCATE
AS NEEDED FOR
BLOCKOUT
TO TERMINAL
3"
4"
6"
8
6
4
8
3"
C
L
E
A
R
3" CLEAR
TYPICAL LAYOUT
(RELOCATIONS AT
BLOCKOUTS NOT
SHOWN)
1' - 2"
10' - 0"
10' - 8"
1' - 2"
6"
3"
C
L
E
A
R
7
6
3 6
3
7
7
#2 BARE COPPER
GROUND WIRE
EXTEND 20'-0"
COIL GROUND WIRE,
COVER WITH PLASTIC,
PROVIDE MIN. COVER,
PLACE CONCRETE
OVER PLASTIC
ALTERNATE
DIRECTION
OF HOOKS
10' - 8"
4'
-
7
1
/
4
"
4"
10' - 0"
12"X12" BLOCKOUT (FOR
ELECT. SERVICE) (REFER TO
SITE PLAN FOR LOCATION
OPTIONS)BLOCKOUTS MAY BE
RAISED AS NEEDED
(RELOCATE BARS AS NEEDED)
ADDITIONAL "8" BAR IF UTILITY
BLOCKOUT IS IN REAR WALL.
CUT AS NEEDED.8 4
9
6
5
9
•
•
1.
2.
3.
4.
•
•
1.
2.
1.
2.
3.
4.
•
STRUCTURAL FOUNDATION NOTES:
CONSTRUCTION SHALL CONFORM TO THE ACI 318 STANDARD. COLD WEATHER CONCRETING SAHLL CONFORM TO ACI 306.
CONCRETE SHALL HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4500 P.S.I. IF A TEST HISTORY IS NOT ON RECORD WITH THE
SUPPLIER A MINIMUM OF 505 lbs OF CEMENT PER CUBIC YARD SHALL BE SUPPLIED WITHA MAXIMUM WATER CEMENT RATIO OF 0.45.
CEMENT SHALL BE TYPE IA AND CONFORM TO ASTM C150 (TYPE III MAY BE SUBSTITUTED WITH APPROVAL BY THE L-POA ENGINEER).
AGGREGATE SHALL BE A NOMINAL SIZE OF 3/4" WITH A MAXIMUM SIZE OF 1" AND CONFORM TO ASTM C33. THE PROJECT FOREMAN
MAY ORDER HIGHER STRENGTH AS DESIRED. THE PROJECT FOREMAN MAY ORDER ADMIXTURES AS DESIRED. ADMIXTURES
DOSAGES SHALL NOT EXCEED MANUFACTURER'S RECOMMENDATIONS. COMBINATIONS OF ADMIXTURES SHALL BE COMPATIBLE.
CONCRETE SHALL BE AIR ENTRAINED WITH 5% AIR WITH A RANGE OF ±1.5%. AIR ENTRAINMENT SHALL CONFORM TO ASTM C260 AND
BE VERIFIED PER ASTM C172. THE FOLLOWING ADMIXTURES ARE PERMITTED:
RETARDER CONFORMING TO ASTM C494 TYPE B
ACCELERATOR CONFORMING TO ASTM C494 TYPE C
WATER REDUCING RETARDER ASTM C494 TYPE D
WATER REDUCING ACCELERATOR ASTM C494 TYPE E.
HIGH RANGE WATER REDUCING AND SUPER PLASTICIZER ADMIXTURES CONFORMING TO ASTM C494 TYPE F ARE NOT PERMITTED.
FLYASH, SILICA FUME, AND OTHER POZZOLANS ARE NOT PERMITTED WITHOUT APPROVAL OF THE L-POA ENGINEER.
A MINIMUM OF 2 TEST CYLINDERS SHALL BE CAST FOR EACH FOUNDATION (OR PORTION OF FOUNDATION SEPERATED BY COLD
JOINTS) OR A MINIMUM OF TWO TEST CYLINDERS SHALL BE CAST FOR EACH TRUCK (WHICHEVER REQUIRES THE MOST SAMPLES BE
TAKEN. CYLINDERS SHALL BE LABELED FOR ALL FOUNDATIONS (OR PORTIONS THEREOF) APPROPRIATELY. CYLINDERS TAKEN FROM
TRUCKS SUPPLYING MORE THAN ONE FOUNDATION SHALL BE LABELED FOR ALL FOUNDATIONS (OR PORTIONS THEREOF)
APPROPRIATELY. ONE CYLINDER OF EACH PAIR IS TO BE TESTED AT 28 DAYS PER ASTM C39. THE SECOND CYLINDER IS TO BE
RESERVED FOR SUBSEQUENT TESTING IF REQUIRED.
REINFORCING STEEL SHALL BE ASTM A615 GRADE 60. REINFORCEMENT TO BE WELDED SHALL CONFORM TO ASTM A706.
REINFORCING STEEL CLEAR COVER TO FACE OF CONCRETE IS:
3" MINIMUM FOR CONCRETE CAST AGAINST EARTH
2" MINIMUM FOR CONCRETE CAST AGAINST A FORMED OR FINISHED SURFACE.
REINFORCING STEEL SHALL BE CLEAN, WITH NO OIL, MUD, OR RUST SCALE ON BONDING SURFACE. LAP SPLICES ADDED IN THE FIELD
ARE PERMITTED PER THE FOLLOWING SCHEDULE:
#4 - 30" MINIMUM
#5 - 36" MINIMUM
#6 - 48" MINIMUM
#8 - 72" MINIMUM
SHORTER LAP SPLICES MAY BE PERMITTED WITH APPROVAL BY THE ENGINEER OF RECORD.
BENT REINFORCEMENT BAR IS DETAILED WITH OUT TO OUT DIMENSIONS. TOLERANCES SHALL CONFORM TO CRSI STANDARDS.
STRAIGHT LENGTHS OF BENT BARS ARE BASED ON OUTSIDE RADIUS LENGTH. NO ATTEMPT TO PREDICT DROP LENGTHS IS MADE.
DETAILED CLEAR COVER MAY EXCEED MINIMUM CLEAR COVER.
FOOTINGS SHALL BE PLACED IN UNDISTURBED NATIVE SOIL. ORGANIC SOIL AND FOREIGN OBJECTS ARE TO BE REMOVED. FOOTING
DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE AS DEFINED IN THE TABLE. IF THE ALLOWABLE SOIL BEARING
PRESSURE VARIES FROM THAT LISTED CONTACT THE L-POA ENGINEER. IF WATER APPEARS IN THE EXCAVATION OR ON THE
SURFACE CONTACT THE L-POA ENGINEER. BACKFILL SHALL HAVE NO ORGANICS. BACKFILL NEED NOT BE COMPACTED UNLESS
REQUIRED BY THE OWNER.
16' - 0"
16' - 8"
18"X18" BLOCKOUT (FOR
ELECT. SERVICE) (REFER TO
SITE PLAN FOR LOCATION
OPTIONS) BLOCKOUTS MAY
BE RAISED AS NEEDED
(RELOCATE BARS AS NEEDED)
12"X12" BLOCKOUT (FOR ELECT. SERVICE)
(REFER TO SITE PLAN FOR LOCATION
OPTIONS) BLOCKOUTS MAY BE RAISED AS
NEEDED (RELOCATE BARS AS NEEDED)
7
9
96
5
7
1
/
4
"
4'
-
0
"
6"
4 1/2"
3/
4
"
9
1
/
2
"
7"
/
- AS REQ'D -
* This DRAWING and its DESIGN are Proprietary to LEITNER-POMA of AMERICA * Duplication without the Permission of LEITNER-POMA of AMERICA is Prohibited *
22 x 34"
Foundations
/
SPECS /
CHECKED BY
CAD Program
Revit DRAWING
STATUS
SKILIFTS
CHAIRLIFTS
GONDOLAS
TRAMWAYS
GRAND JUNCTION
COLORADO , USA
CABLE
TRANSPORT
SYSTEMS
DATE DRAWN
SCALE (S)
SECURITY LEVEL
DRAWN BY
DRAWING
PROJECTION
DRAWING
FORMAT
DRAWING & ITEM NUMBERDESIGNED BY
MODEL YEAR
/
/
- - -
D //
/2025
PRINT
DATE
REFERENCE
/OTHER
/////
As indicated 41684984_01
Drive Operator House 16x10
FAD
MLM
JLG
Preliminary
Sunlight, Primo - C52375
1/2" = 1'-0"A Top View - Drive Operator House
1/2" = 1'-0"C Section - Drive Operator House Length
1/2" = 1'-0"B Section - Drive Operator House Width
24"
24
"
114"
186"
49"
36"
36
"
122"
194"
Rebar Bend Schedule
In. Qty. Bend Detail Type Bar Length
Total
Length Weight
3 4 #4 16' - 2" 64' - 8" 43 lb
4 4 #4 10' - 2" 40' - 8" 27 lb
5 8 #4 5' - 11" 47' - 4" 32 lb
6 53 #3 4' - 6" 238' - 6" 90 lb
7 12 #3 15' - 6" 186' - 0" 70 lb
8 12 #3 9' - 6" 114' - 0" 43 lb
9 24 #3 3' - 11" 94' - 0" 35 lb
117 785' -
2"340 lb
1/2" = 1'-0"D Drive Operator House - Rear View
Volume
4.9 CY
Type Weight
#3 238 lbf
#4 102 lbf
340 lbf
1/2" = 1'-0"E Drive Operator House - Side Elevation
PROVIDE 12"X12"
BLOCKOUT ON ONE
OF FOUR REAR
CORNERS. REFER
TO SITE PLAN
RELOCATE BAR "9" AT
BLOCKOUT (SIMILAR AT
18"X18" BLOCKOUT AT
FAR WALL)
3" = 1'-0"G Hold-Down Assembly Section
1 1/2" = 1'-0"F Hold-Down Assembly - Elevation H 3D View - Hold-Down Assembly
REV DESCRIPTION OF REVISION DATE BY
00 Preliminary Drawing Issued 03/06/2025 MLM
01 Revised wall footing width 03/07/2025 MLM
ITEM ITEM NAME CUT SIZE(S) Count MATERIAL WT/EA ITEM CODE INFO SL
1 EXTERNAL HOLD ASSY 4 41671420