E D D I N G T O N E N G I N E E R I N G CALIFORNIA PACIFIC ...
Transcript of E D D I N G T O N E N G I N E E R I N G CALIFORNIA PACIFIC ...
Otis
Cammisa & Wipf Consulting Engineers
32 Page StreetSan Francisco, CA 94102Phone: (415) 863-5740Fax: (415) 863-5758
A United Technologies Company444 Spear Street, Suite 100San Francisco, CA 94105-1642Phone: (415) 546-0880Fax: (415) 546-0907
ELEVATOR #1 - 4ALTERATIONS
CALIFORNIA PACIFIC MEDICAL CENTER
San Francisco, California
ASSY. ASSEMBLY@ AT
CENTERLINECLR. CLEARCONC. CONCRETECWT. COUNTERWEIGHTØ DIAMETERDBG DIM. BETWEEN GUIDERAILSDET. DETAILEA. EACHE EXISTINGELEV. ELEVATOREXP. EXPANSIONFLR. FLOORF.O. FACE OFFT. FEETGA. GAUGEGRD GRADEINCL. INCLUDEDL ANGLE STEELLB POUNDLG LONGL.H. LEFT HANDLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALMAX. MAXIMUMN NEWN/A NOT APPLICABLENO. NUMBERNTS NOT TO SCALEPL PLATE STEELR REACTIONR.H. RIGHT HANDREQ. REQUIREDSHT. SHEETSIM. SIMILARS STANDARD BEAMSYM. SYMMETRICALT.O.S. TOP OF STEELTS TUBE STEELTYP. TYPICALU.O.N. UNLESS OTHERWISE NOTEDw/ WITHW WIDE FLANGE BEAM
.
1 COVER SHEET
A United Technologies Company444 Spear Street, Suite 100
San Francisco, CA 94105-1642Phone: (415) 546-0880 Fax: (415) 546-0907
CALIFORNIA PACIFIC MEDICAL CENTERELEVATORS #1, 2, 3 & 4 - ALTERATIONS
2333 Buchanan Street, San Francisco, CA
Modernize four (4) existing gearless traction passenger elevators, originally installed in 1972 (#1 - 3) & 1986 (#4), to include:• (N) Solid State Electronic Controllers & Drive Systems• (N) Seismic Guide Rail Support Reinforcement• (N) Seismic Guide Rail Splice Plates (Full Section Modulus)• (N) Seismic Car & Counterweight Guide Rail Retainer Plates
2 MACHINE ROOM & HOISTWAY PLANS345678 DRIVE MACHINE ANCHORAGE9 CONTROL EQUIPMENT ANCHORAGE
10 CAR & CWT. RETAINER PLATES11 GUIDERAIL & RAIL CLIP / CLAMP DETAILS12 GUIDERAIL SPLICE & BEAM STIFFENING13141516171819
1116 SINGINGWOOD ROADSACRAMENTO, CALIFORNIA 95864(916) 359-5300 FAX (916) 359-5301
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CPMC-3 SG 1679A
05/27/2008
COVER SHEET
R. Blaska
Otis
Cammisa & Wipf Consulting Engineers
32 Page StreetSan Francisco, CA 94102Phone: (415) 863-5740Fax: (415) 863-5758
A United Technologies Company444 Spear Street, Suite 100San Francisco, CA 94105-1642Phone: (415) 546-0880Fax: (415) 546-0907
ELEVATOR #1 - 4ALTERATIONS
CALIFORNIA PACIFIC MEDICAL CENTER
San Francisco, California
#1 #2 #3 #4
2
42
14
42
42
42
ED
101
102
TYP.
TYP.
101
102
TYP.
TYP.
101
102
TYP.
TYP.104
TYP.
103
TYP.
1'-1034" 4'-31
2" (E) CWT. DBG 2'-034" 2'-03
4" 4'-312" (E) CWT. DBG 2'-61
4" 2'-614" 4'-31
2" (E) CWT. DBG 2'-034" 3'-71
4"3'-31
2" (E)CWT. DBG 1'-33
4"
514" 7'-21
2" (E) CAR DBG 1'-212" 7'-21
2" (E) CAR DBG 2'-112" 7'-21
2" (E) CAR DBG 1'-3" 7'-112" (E) CAR DBG 51
4"
712" 6'-10" (E) CAR PLATFORM 91
2" 912" 6'-10" (E) CAR PLATFORM 1'-3" 1'-3" 6'-10" (E) CAR PLATFORM 91
2" 912" 6'-10" (E) CAR PLATFORM 7"
34'-212" (E) HOISTWAY
HOISTWAY PLAN VIEW 2
3'-11"3'-1012"
3'-9
1 4" (E
)3'
-111 2"
(E)
71 4" (E
)
71 4" (E
)6'
-6" (
E) C
AR
PLA
TFO
RM
1'-2
34"
(E)
8'-4
" (E
) HO
ISTW
AY
3'-9
1 4" (E
)3'
-11"
(E)
8" (E
)71 2"(E
)
1
2
3
4
5
3
2 4
125
E
2
D
UP
480 VAC(E) DISCONNECT
(N) OTIS ELEVONIC E411M-MS DCSOLID STATE CONTROLLER
50"W x 16.5"D x 69"HWEIGHT = 524 LBS. #4
(N) ISOLATION TRANSFORMER & RIPPLE FILTER COMBO
42.3"W x 30"D x 86"HWEIGHT = 1,411 LBS.
#3- ACCESS -
(N) OTIS ELEVONIC E411M-MS DCSOLID STATE CONTROLLER
50"W x 16.5"D x 69"HWEIGHT = 524 LBS. #3
(N) ISOLATION TRANSFORMER & RIPPLE FILTER COMBO
42.3"W x 30"D x 86"HWEIGHT = 1,411 LBS.
#2- ACCESS -
(N) OTIS ELEVONIC E411M-MS DCSOLID STATE CONTROLLER
50"W x 16.5"D x 69"HWEIGHT = 524 LBS. #2
(N) ISOLATION TRANSFORMER & RIPPLE FILTER COMBO
42.3"W x 30"D x 86"HWEIGHT = 1,411 LBS.
#1- ACCESS -
(N) OTIS ELEVONIC E411M-MS DCSOLID STATE CONTROLLER
50"W x 16.5"D x 69"HWEIGHT = 524 LBS. #1
MACHINE & CONTROL ROOM PLAN VIEW 1
40'-10" (E) CONTROL ROOM
31
6'-1
1" (E
) CO
NTR
OL
RO
OM
1'-1
01 2"3'
-0"
2'-0
1 2"
+5'-6"
#1 #2 #3
#4
18
28
712" 61
2"
17
67
8
9
10
7
(N) ISOLATION TRANSFORMER42.3"W x 30"D x 43"HWEIGHT = 750 LBS.
#4- ACCESS -
(N) RIPPLE FILTER42.3"W x 30"D x 43"HWEIGHT = 661 LBS.
#4- ACCESS -
1116 SINGINGWOOD ROADSACRAMENTO, CALIFORNIA 95864(916) 359-5300 FAX (916) 359-5301
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CPMC-3 SG 1679A
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MACHINE ROOM &HOISTWAY PLANS
R. Blaska
Otis
Cammisa & Wipf Consulting Engineers
32 Page StreetSan Francisco, CA 94102Phone: (415) 863-5740Fax: (415) 863-5758
A United Technologies Company444 Spear Street, Suite 100San Francisco, CA 94105-1642Phone: (415) 546-0880Fax: (415) 546-0907
ELEVATOR #1 - 4ALTERATIONS
CALIFORNIA PACIFIC MEDICAL CENTER
San Francisco, California
(N) OTIS ELEVONIC E411M-MS DCSOLID STATE CONTROLLER
50"W x 16.5"D x 69"HWEIGHT = 524 LBS. #4
(N) ISOLATION TRANSFORMER & RIPPLE FILTER COMBO
42.3"W x 30"D x 86"HWEIGHT = 1,411 LBS.
#3- ACCESS -
(N) OTIS ELEVONIC E411M-MS DCSOLID STATE CONTROLLER
50"W x 16.5"D x 69"HWEIGHT = 524 LBS. #3
(N) ISOLATION TRANSFORMER & RIPPLE FILTER COMBO
42.3"W x 30"D x 86"HWEIGHT = 1,411 LBS.
#2- ACCESS -
(N) OTIS ELEVONIC E411M-MS DCSOLID STATE CONTROLLER
50"W x 16.5"D x 69"HWEIGHT = 524 LBS. #2
(N) ISOLATION TRANSFORMER & RIPPLE FILTER COMBO
42.3"W x 30"D x 86"HWEIGHT = 1,411 LBS.
#1- ACCESS -
(N) OTIS ELEVONIC E411M-MS DCSOLID STATE CONTROLLER
50"W x 16.5"D x 69"HWEIGHT = 524 LBS. #1
(N) ISOLATION TRANSFORMER42.3"W x 30"D x 43"HWEIGHT = 750 LBS.
#4- ACCESS -
(N) RIPPLE FILTER42.3"W x 30"D x 43"HWEIGHT = 661 LBS.
#4- ACCESS -
GENERAL NOTES:1. IT IS THE INTENTION OF THE ELEVATOR ENGINEER THAT THESE DRAWINGS PORTRAY AN ELEVATOR INSTALLATION THAT IS IN FULL COMPLIANCE WITH THE CALIFORNIA CODE OF REGULATIONS TITLE 24, PARTS 1, 2 & 7. IF ANYTHING IS FOUND LACKING PLEASE CONTACT THE ELEVATOR ENGINEER IMMEDIATELY.2. MATERIAL SPECIFICATIONS: A. ALL ROLLED AND PLATE STEEL SHALL CONFORM TO ASTM A-36, Fy = 36,000 psi (U.O.N.). B. GUIDERAILS SHALL BE MADE OF HEARTH STEEL OR EQUIVALENT. ASTM A-36, Fy = 36,000 psi, Fu=55,000 psi C. GUIDERAIL CLAMPS SHALL BE OF FORGED STEEL CONFORMING TO ASTM 668, CLASS D, Fy = 37,500 psi. D. MACHINE BOLTS SHALL BE MINIMUM ASTM A-307 OR SAE GRADE 2 (U.O.N.). E. WELDING SHALL USE E70 ELECTRODES.3. WELDING QUALIFICATION REQUIREMENTS, WELDING PROCEDURE, AND WELDING ELECTRODES ARE TO CONFORM TO THE 2007 C.B.C. SECTION 2204A.1, AND ALL WELDS SHALL BE INSPECTED IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE 2007 C.B.C. CHAPTER 17, SECTION 1704A.4. ALL BOLTS IN SLOTTED HOLES THAT ARE REQUIRED TO TRANSFER LOADS MUST HAVE A WELD WASHER INSTALLED UNDER THE BOLT AS SHOWN IN DET. NO. 3 OF SHEET 11.
EXPANSION ANCHOR NOTES:
EXPANSION ANCHOR TEST VALUES WEDGE ANCHORS IN HARDROCK CONCRETE DIA. LOAD TORQUE DIA. LOAD TORQUE 3/8" 1100 lbs 25 ft-lbs 5/8" 2800 lbs 60 ft-lbs 1/2" 2000 lbs 40 ft-lbs 3/4" 3700 lbs 110 ft-lbs
1. EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT TZ WEDGE ANCHORS I.C.C. REPORT #ESR-1917 (U.O.N.). SUBSTITUTIONS SHALL HAVE AN EQUIVALENT OR GREATER I.C.C. RATING. TESTING AND SPECIAL INSPECTION SHALL BE REQUIRED 24 HOURS AFTER ANCHOR INSTALLATION.2. TEST 50% OF THE INSTALLED ANCHORS PER C.B.C. 1923A 3.5.
5. FOR BOLTED CONNECTIONS THE DISTANCE FROM THE CENTERLINE OF A STANDARD HOLE TO THE EDGE OF CONNECTED PART SHALL NOT BE LESS THAN THAT SHOWN IN A.I.S.C. TABLE J3.4. PLATE EDGES WITH HOLE CENTERLINE 1" OR NEARER SHALL NOT HAVE SHEARED EDGES. HOLES SHALL BE 1/16" LARGER THAN BOLT DIA.
ELEVATOR INFORMATION(ALL WEIGHTS ARE IN POUNDS)
4,8006,830
5,0003,500
#4
2,2779,661
2,133
N/A(E) CWT. R2 (SEISMIC):(E) CWT. R3 (IMPACT): N/A
1,138
(E) COUNTERWEIGHT (CWT.):(E) DRIVE MACHINE:
(N) CONTROLLER:
(E) CAR R1 (SEISMIC):(E) CAR R2 (SEISMIC):
(E) CWT. R1 (SEISMIC):(E) CAR R3 (IMPACT):
(E) ELEVATOR NO.:(E) ELEVATOR CAPACITY:(E) EMPTY CAR:
.
524
11,0031,067
524
#1-33,5006,240
7,725
1,2732,547
2,5751,288
666(E) HOIST ROPES: 533130(E) 12 TRAVELING CABLE: 130365(E) COMPENSATION: 600
(N) TRANSFORMER & FILTER: 1,411 1,411
REMOVE (E) MOTOR-GEN.: <1,185> <1,310>REMOVE (E) SELECTOR: <350> <550>REMOVE (E) CONTROLLER: <1,050> <1,200>
CONTROL EQUIPMENT PLAN 1
4" 4'-2" 6" 3'-6516" 6" 4'-2" 6" 3'-65
16" 6" 4'-2" 6" 3'-6516" 4" 3'-65
16" 4"
3'-7
1 2" (N
)W
OR
K C
LEAR
ANC
E
1116 SINGINGWOOD ROADSACRAMENTO, CALIFORNIA 95864(916) 359-5300 FAX (916) 359-5301
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CONTROL AREA PLAN,NOTES & WEIGHTS
R. Blaska
3'-6516"
2"
(3'-6
" MIN
. REQ
.)
29
49
39
39
19
1 1 1
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2 2 2 210
3
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0" (V
.I.F.)
(1'-6" M
IN.)
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Otis
Cammisa & Wipf Consulting Engineers
32 Page StreetSan Francisco, CA 94102Phone: (415) 863-5740Fax: (415) 863-5758
A United Technologies Company444 Spear Street, Suite 100San Francisco, CA 94105-1642Phone: (415) 546-0880Fax: (415) 546-0907
ELEVATOR #1 - 4ALTERATIONS
CALIFORNIA PACIFIC MEDICAL CENTER
San Francisco, California
B
A
L16
'-10"
(E) F
LOO
R H
EIG
HT
16'-9
1 2" (E
) FLO
OR
HEI
GH
T
9'-3
" (E
) ELE
VAT
OR
PIT
61 2"
41 2"
16'-0
" (E
) GU
IDER
AIL
16'-0
" (E
) GU
IDER
AIL
16'-0
" (E
) GU
IDER
AIL
7'-4
"
61 2"
8'-4
"10
'-0"
5'-1
0"5'
-10"
61 2"
8'-4
1 4"9'
-71 2"
7'-2
1 2"9'
-7"
7'-2
1 2"6'
-6"
8'-4
1 2" 13'-5
1 2" (E
) GU
IDER
AIL
16'-0
" (E
) GU
IDER
AIL
16'-0
" (E
) GU
IDER
AIL
9"
7'-7
1 2"10
'-6"
5'-1
0"5'
-10"
#1 - 3 CAR 15# GUIDE RAILS
#4 CAR 15# GUIDE RAILS
131
HOISTWAY SECTION @ CAR GUIDERAILS 1
132
123
121
121
ELEVATOR #1 ELEVATOR #2 ELEVATOR #3 ELEVATOR #4
ALSO #3 R.H. BRACKETS
131
121
121
134
134
152
134
136
136
136
136
136
131
142
161
134
121
121
142
134
142
152
121
121
142
134
141
131
143
141
124
124
161
1'-0
"
6"
10'-5
1 2"
142
152
6"
9'-1
11 2"
152 1'
-0"
1'-6
"9'
-6" (
N) R
EIN
FOR
CIN
G5'
-10"
1'-0
"
133
123
9'-6
" (N
) RE
INFO
RC
ING
1'-0
"6"
133
5'-1
0"133
133
12'-
10"
123
12'-3
7"
144
144
144
144
1'-0
"5'
-10"
5'-1
0"9'
-3" (
N) R
EIN
FOR
CIN
G
151
151
162
1'-0
"9'
-0" (
N) R
EIN
FOR
CIN
G
162
111 2"
111 2"
NOTE: ELEVATOR CARS ARE NOT SHOWN HOISTWAY SECTION @ CWT. GUIDERAILS 2
4"
10'-5
58"
5'-1
0"10
'-111 2"
5'-1
0"4'
-3"
193
181
181
181
181
175
171
15'-1
034"
(E) G
UID
ERAI
L
122
16'-0
" (E
) GU
IDER
AIL
122
16'-0
" (E
) GU
IDER
AIL
ELEVATOR #1
5'-2
1 2"11
'-3"
5'-1
0"10
'-111 2"
5'-1
0"
181
181
181
181
172
ELEVATORS #2 & 3
181
7'-4
1 2"
ELEVATOR #4
184
9"
14'-0
" (E
) GU
IDER
AIL
121
173
16'-0
" (E
) GU
IDER
AIL
121
16'-0
" (E
) GU
IDER
AIL
161
11'-3
"
184
5'-1
0"
184
10'-1
11 2"
184
5'-1
0"
184
10'-0
" (N
) RE
INFO
RC
ING
191
9'-6
" (N
) RE
INFO
RC
ING
191
10'-6
" (N
) RE
INFO
RC
ING
191
12'-0
"
3'-1
"
174
6'-0
"3'
-1"
174
13'-
4'-8
1 4"
193
10'-0
" (N
) RE
INFO
RC
ING
191
4"
10'-6
" (N
) RE
INFO
RC
ING
192
10'-0
" (N
) RE
INFO
RC
ING
192
#4 CWT. 15# GUIDE RAILS
#1 - 3 CWT. 8# GUIDE RAILS
CONT. S5
CONT. S5
1116 SINGINGWOOD ROADSACRAMENTO, CALIFORNIA 95864(916) 359-5300 FAX (916) 359-5301
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HOISTWAY SECTION@ GUIDERAILS
R. Blaska
Otis
Cammisa & Wipf Consulting Engineers
32 Page StreetSan Francisco, CA 94102Phone: (415) 863-5740Fax: (415) 863-5758
A United Technologies Company444 Spear Street, Suite 100San Francisco, CA 94105-1642Phone: (415) 546-0880Fax: (415) 546-0907
ELEVATOR #1 - 4ALTERATIONS
CALIFORNIA PACIFIC MEDICAL CENTER
San Francisco, California
L
2
M2
3
21'-1
01 2" (E
) FLO
OR
HEI
GH
T12
'-53
4" (E
) FLO
OR
HEI
GH
T11
'-1" (
E) F
LOO
R H
EIG
HT
12'-6
" (E
136'
-41 4"
(E) E
LEV
ATO
R R
ISE
RAI
L16
'-0" (
E) G
UID
ERAI
L16
'-0" (
E) G
UID
ERAI
L16
'-0" (
E) G
UID
ERAI
L
6'-9
1 2"6'
-3"
6'-6
"7'
-91 2"
6'-3
"
16'-0
" (E
) GU
IDER
AIL
16'-0
" (E
) GU
IDER
AIL
16'-0
" (E
) GU
IDER
AIL
14'-1
"7'
-91 2"
7'-0
"
124
121
121
121
136
121
134
124
136
136
136
121
121
121
142
121
152
142
124
134
121
161
121
161
124
124
124
10'-1
"
152
1'-0
"
10'-1
"
142
152
6"6"
146
6'-3
"6'
-21 2"
146
152 1'
-0"
152
1'-0
"
6'-3
"
145
145
133
6'-9
1 2"
133
133
12'-3
" (N
) RE
INFO
RC
ING
1'-0
"10
"
123
11'-0
" (N
) RE
INFO
RC
ING
1'-0
"
1'-6
"
133
123
9'-6
" (N
) RE
INFO
RC
ING
1'-0
"
7"
11'-0
" (N
)
6"
12'-3
" (N
) RE
INFO
RC
ING
7"
3"
6'-3
"
145
6'-2
34"
146
6'-2
34"
5'-6
34"
146
6'-0
"6'
-0"
145
144
144
144
144
14'-1
"7'
-91 2"
153
153
151
151
1'-0
"10
'-6" (
N) R
EIN
FOR
CIN
G
162
10'-0
" (N
) RE
INFO
RC
ING
162
111 2"
9"10
'-9" (
N)
1'-0
"
153
4'-3
"7'
-91 2"
11'-0
1 2"
181
181
181
181
193
181
AIL
122
16'-0
" (E
) GU
IDER
AIL
122
16'-0
" (E
) GU
IDER
AIL
122
16'-0
" (E
) GU
IDER
AIL
6'-5
1 2"11
'-01 2"
181
181
181
181
181
161
16'-0
" (E
) GU
IDER
AIL
121
16'-0
" (E
) GU
IDER
AIL
121
16'-0
" (E
) GU
IDER
AIL
4
14'-1
"
184
7'-9
1 2"
184
12'-6
1 4"
184
11'-0
1 2"
184
12
6'-6
" (N
) RE
INFO
RC
ING
191
10'-0
" (N
) RE
INFO
RC
ING
191
12'-0
" (N
) RE
INFO
RC
ING
191
4'-3
"
193
4'-3
"
13'-0
" (N
) RE
INFO
RC
ING
191
4'-7
38"
193
4'-7
38"
193
4'-7
38"
11'-6
" (N 19
4'-2
"
193
11'-6
" (N 19
1
4'-2
"
193
10'-0
" (N
) RE
INFO
RC
ING
191
13'-0
" (N
) RE
INFO
RC
ING
191
4'-7
38"
193
4'-7
38"
193
4'-7
38"
5'-6
" (N
) RE
INFO
RC
ING
191
13'-0
" (N
) RE
INFO
RC
ING
191
4'-8
1 4"
193
4'-8
1 4"
193
4'-8
1 4"
11'-6
" (N
) RE
INFO
RC
ING
192
10'-0
" (N
) RE
INFO
RC
ING
192
11'-6
" (N
) R
192
161
CONT. Sht. 4
CONT. Sht. 4
CONT. Sht. 6
CONT. Sht. 6
ELEVATOR #1 ELEVATOR #2 ELEVATOR #3 ELEVATOR #4 ELEVATOR #1 ELEVATORS #2 & 3 ELEVATOR #4
1116 SINGINGWOOD ROADSACRAMENTO, CALIFORNIA 95864(916) 359-5300 FAX (916) 359-5301
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ROFILAT E O F C
C
S T R U T U R A AIN
GTO
ALESSIONPROF
.
#S3376exp. 12/09
B
NA
LDD
INDDE
N ENI
GNE
519
CPMC-3 SG 1679A
05/27/2008
HOISTWAY SECTION@ GUIDERAILS - CONT.
R. Blaska
Otis
Cammisa & Wipf Consulting Engineers
32 Page StreetSan Francisco, CA 94102Phone: (415) 863-5740Fax: (415) 863-5758
A United Technologies Company444 Spear Street, Suite 100San Francisco, CA 94105-1642Phone: (415) 546-0880Fax: (415) 546-0907
ELEVATOR #1 - 4ALTERATIONS
CALIFORNIA PACIFIC MEDICAL CENTER
San Francisco, California
M3
4
5
12'-6
" (E
) FLO
OR
HEI
GH
T11
'-13
4" (E
) FLO
OR
HEI
GH
T16
'-91 2"
(E) F
LOO
R H
EIG
HT
16'-1
01 4" (E
) FLO
OR
HEI
GH
T
RAI
L16
'-0" (
E) G
UID
ERAI
L16
'-0" (
E) G
UID
ERAI
L16
'-0" (
E) G
UID
ERAI
L
4'-9
34"
9'-7
1 4"5'
-93
4"7'
16'-0
" (E
) GU
IDER
AIL
16'-0
" (E
) GU
IDER
AIL
16'-0
" (E
) GU
IDER
AIL
7'-0
"5'
-93
4"5'
-61 4"
5
124
121
152
121
136
121
124
123
313
134
134
134
124
121
136
136
136
136
121
121
142
134
142
124
134
121
142
121
134
121
142
134
121
121
124
124
124
124
10'-2
"
8"
10'-2
"
6"6"
10'-3
1 2"
152
1'-0
"
10'-6
"
142
152
6"
133
133
123
11'-0
" (N
) RE
INFO
RC
ING
1'-0
"
9'-6
" (N
) RE
INFO
RC
ING
1'-0
"
4"
133
9'-6
" (N
) RE
INFO
RC
ING
1'-0
"
10"
4'-9
34"
133
9'-6
" (N
) RE
INFO
RC
ING
1'-0
"
1'-7
"
6'-3
"6'
-3"
145
6'-0
1 4"6'
-01 4"
145
5'-6
34"
146
5'-6
34"
6'-3
1 4"
146
6'-3
1 4"5'
-61 4"
146
5'-6
1 4"
145
5'-6
"
145
5'-6
"
144
144
144
144
144
5'-9
34"
151
151
151
151
10'-9
" (N
) RE
INFO
RC
ING
162
1'-0
"9'
-6" (
N) R
EIN
FOR
CIN
G
162
1'-0
"9'
-3" (
N) R
EIN
FOR
CIN
G
162
1'-0
"9'
-3" (
N) R
EIN
FOR
CIN
G
162
9"
11'-1
34"
10'-1
134"
4'-6
"11
'-01 2"
7'
181
181
181
181
182
AIL
122
16'-0
" (E
) GU
IDER
AIL
122
16'-0
" (E
) GU
IDER
AIL
122
16'-0
" (E
) GU
IDER
AIL
11'-1
34"
10'-1
134"
4'-6
"
181
181
181
181
181
121
16'-0
" (E
) GU
IDER
AIL
121
16'-0
" (E
) GU
IDER
AIL
121
16'-0
" (E
) GU
IDER
AIL
12'-6
"
184
11'-1
34"
184
10'-1
134"
184
5'-1
0"
184
11'-0
"
184
5
10'-0
" (N
) RE
INFO
RC
ING
191
10'-0
" (N
) RE
INFO
RC
ING
191
9'-6
" (N
) RE
INFO
RC
ING
191
10'-0
" (N
) RE
INFO
RC
ING
191
6'-6
" (N
) R11
'-6" (
N) R
EIN
FOR
CIN
G
191
-2"
193
4'-2
"
193
4'-2
"
9'-6
" (N
) RE
INFO
RC
ING
191
11'-6
" (N
) RE
INFO
RC
ING
191
4'-1
38"
193
4'-1
38"
193
4'-1
38"
11'-6
" (N
) RE
INFO
RC
ING
191
-2"
193
4'-2
"
193
4'-2
"
11'-6
" (N
) RE
INFO
RC
ING
192
9'-6
" (N
) RE
INFO
RC
ING
192
10'-0
" (N
) RE
INFO
RC
ING
192
10'-0
" (N
) RE
INFO
RC
ING
192
CONT. Sht. 5
CONT. Sht. 5
CONT. Sht. 7
CONT. Sht. 7
ELEVATOR #1 ELEVATOR #2 ELEVATOR #3 ELEVATOR #4 ELEVATOR #1 ELEVATORS #2 & 3 ELEVATOR #4
1116 SINGINGWOOD ROADSACRAMENTO, CALIFORNIA 95864(916) 359-5300 FAX (916) 359-5301
E D D I N G T O NE N G I N E E R I N G
RO
T A
ERE
S
RETSI
G ER
L
ROFILAT E O F C
C
S T R U T U R A AIN
GTO
ALESSIONPROF
.
#S3376exp. 12/09
B
NA
LDD
INDDE
N ENI
GNE
619
CPMC-3 SG 1679A
05/27/2008
HOISTWAY SECTION@ GUIDERAILS - CONT.
R. Blaska
Otis
Cammisa & Wipf Consulting Engineers
32 Page StreetSan Francisco, CA 94102Phone: (415) 863-5740Fax: (415) 863-5758
A United Technologies Company444 Spear Street, Suite 100San Francisco, CA 94105-1642Phone: (415) 546-0880Fax: (415) 546-0907
ELEVATOR #1 - 4ALTERATIONS
CALIFORNIA PACIFIC MEDICAL CENTER
San Francisco, California
6
-101 4"
(E) F
LOO
R H
EIG
HT
16'-3
1 2" (E
) ELE
VA
TOR
OVE
RH
EAD
-0" (
E) G
UID
ERAI
L16
'-0" (
E) G
UID
ERAI
L
1'-4
1 2" (E
) GU
IDER
AIL
5'-1
0"4'
-111 2"
7'-2
1 2"4'
-91 4"
ERAI
L16
'-0" (
E) G
UID
ERAI
L4'
-11 4"
(E)
GU
IDE
RAI
L
5'-1
0"5'
-9"
5'-0
1 2"9'
-10"
124
135
134
124
136
121
121
133
124
CONTROL ROOM & SECONDARY
MACHINE LEVEL
134
613
136
121
135
121
142
142
152
121
142
124
134
121
142
134
124
124
10'-0
"
152
1'-0
"
10'-6
"
6"
133
OR
CIN
G
1'-0
"
133
5'-1
0"
133
9'-6
" (N
) RE
INFO
RC
ING
1'-0
"6"
4'-1
11 2"
6'-0
1 4"
5'-6
1 4"5'
-61 4"
146
5'-6
1 4"
5'-6
"
144
144
144
144
5'-1
0"5'
-73
4"
136
151
OR
CIN
G1'
-0"
9'-3
" (N
) RE
INFO
RC
ING
162
81
82
TYP.
7'-1
1 2"11
'-0"
4'-1
01 2"
181
183
181
182
0" (E
) GU
IDER
AIL
122
16'-0
" (E
) GU
IDER
AIL
122
1'-6
1 4" (E
)G
UID
ER
AIL
5'-1
0"11
'-0"
4'-1
01 2"
181
183
181
181
UID
ERAI
L
121
16'-0
" (E
) GU
IDER
AIL
121
3'-6
34"
(E)
GU
IDE
RAI
L
184
5'-1
0"
184
11'-0
"
184
5'-4
1 2"
185
NG
6'-6
" (N
) RE
INFO
RC
ING
191
10'-0
" (N
) RE
INFO
RC
ING
191
10'-0
" (N
) RE
INFO
RC
ING
191
RC
ING
193
4'-1
38"
RC
ING
10'-0
" (N
) RE
INFO
RC
ING
192
CONT. Sht. 6
CONT. Sht. 6
ELEVATOR #1 ELEVATOR #2 ELEVATOR #3 ELEVATOR #4 ELEVATOR #1 ELEVATORS #2 & 3 ELEVATOR #4
1116 SINGINGWOOD ROADSACRAMENTO, CALIFORNIA 95864(916) 359-5300 FAX (916) 359-5301
E D D I N G T O NE N G I N E E R I N G
RO
T A
ERE
S
RETSI
G ER
L
ROFILAT E O F C
C
S T R U T U R A AIN
GTO
ALESSIONPROF
.
#S3376exp. 12/09
B
NA
LDD
INDDE
N ENI
GNE
719
CPMC-3 SG 1679A
05/27/2008
HOISTWAY SECTION@ GUIDERAILS - CONT.
R. Blaska
Otis
Cammisa & Wipf Consulting Engineers
32 Page StreetSan Francisco, CA 94102Phone: (415) 863-5740Fax: (415) 863-5758
A United Technologies Company444 Spear Street, Suite 100San Francisco, CA 94105-1642Phone: (415) 546-0880Fax: (415) 546-0907
ELEVATOR #1 - 4ALTERATIONS
CALIFORNIA PACIFIC MEDICAL CENTER
San Francisco, California
(E) OTIS #155HT MACHINE SUPPORT DETAIL 1
ELEVATION VIEW
PLAN VIEW
1'-4" 2'-1138"
2'-5
1 2"1'
-71 4"
1'-7
1 4"
2'-1
0"1'
-11 2"
4'-0
"
(E) 3 4"Ø GRD. 5 BOLT, 4 PLACES
(E) OTIS #155HT GEARLESS DRIVE MACHINE = 6,500 LBS.
(E) WF12x27 MACHINE BEAM, 2 PLACES
(E) 27"Ø DRIVE SHEAVE & ROPES TO CAR 2:1 SHEAVE
(E) 26"Ø SECONDARY SHEAVE & ROPES TO CWT. 2:1 SHEAVE
(E) OTIS #131HT MACHINE SUPPORT DETAIL 2
ELEVATION VIEW
PLAN VIEW
3'-418" 73
8"
2'-3
1 4" 3'-6
34"
1'-0
1 2"1'
-01 2"
1'-1
1 2"1'
-11 2"
(E) 7 8"Ø GRD. 5 BOLT, 4 PLACES
(E) W10x33 MACHINE BEAM,
2 PLACES
(E) OTIS #131HT GEARLESS
DRIVE MACHINE = 4,800 LBS.
(E) 27"Ø DRIVE SHEAVE & ROPES
TO CAR 2:1 SHEAVE
(E) ROPES TO CWT. 2:1 SHEAVE
1116 SINGINGWOOD ROADSACRAMENTO, CALIFORNIA 95864(916) 359-5300 FAX (916) 359-5301
E D D I N G T O NE N G I N E E R I N G
RO
T A
ERE
S
RETSI
G ER
L
ROFILAT E O F C
C
S T R U T U R A AIN
GTO
ALESSIONPROF
.
#S3376exp. 12/09
B
NA
LDD
INDDE
N ENI
GNE
819
CPMC-3 SG 1679A
05/27/2008
DRIVE MACHINEANCHORAGE
R. Blaska
Otis
Cammisa & Wipf Consulting Engineers
32 Page StreetSan Francisco, CA 94102Phone: (415) 863-5740Fax: (415) 863-5758
A United Technologies Company444 Spear Street, Suite 100San Francisco, CA 94105-1642Phone: (415) 546-0880Fax: (415) 546-0907
ELEVATOR #1 - 4ALTERATIONS
CALIFORNIA PACIFIC MEDICAL CENTER
San Francisco, California
5'-9
"
2'-6
"
1'-4
1 2"
3"3"
101 2"
C GRAVITYL
LC GRAVITY
11"
4'-434"
138"13
8" 4'-2"
2'-6516"1'-711
16"
(N) CONTROLLER ANCHORAGE DETAIL 1
ELEVATION VIEW
PLAN VIEW
(N) OTIS ELEVONIC E411M-MS DCSOLID STATE CONTROLLER
50"W x 16.5"D x 69"HWEIGHT = 524 LBS.
61 2"
(N) L212 x21
2 x1
4 x 3" LG (N) 12"Ø WEDGE ANCHOR w/ 2" MIN.
EMBED., 4 REQ.
(N) 13 GA. STEEL
CABINET
(E) CONC. FLOOR
(N) CONTROLLER ANCHORAGE DETAIL 2
ELEVATION VIEW
2" (E) 2"x316" STEEL
BAR GRATING
(E) W10x33 MACHINE BEAM, 2 PLACES
5'-9
"
2'-6
"
C GRAVITYL
(N) OTIS ELEVONIC E411M-MS DCSOLID STATE CONTROLLER
50"W x 16.5"D x 69"HWEIGHT = 524 LBS.
1'-4
1 2"
3"3"
101 2" LC GRAVITY
11"
4'-434"
138"13
8" 4'-2"
2'-6516"1'-711
16"
PLAN VIEW
(N) L212 x21
2 x1
4 x 3" LG(N) 12"Ø BOLT,
4 REQ.
(N) 13 GA. STEEL
CABINET
(N) RIPPLE FILTER 42.3"W x 30"D x 43"HWEIGHT = 661 LBS.
(N) TRANSFORMER 42.3"W x 30"D x 43"HWEIGHT = 750 LBS.
7'-2
"
3'-0
"
2'-6
"
21 8"21 8"
2'-1
34"
3'-91316"
134" 3'-65
16"
1'-918"1'-91
8"
(N) FILTER & TRANS. ANCHORAGE DETAIL 3
ELEVATION VIEW
PLAN VIEW
61 2"
134"
LC GRAVITY
1'-3
"
C GRAVITYL
(N) 12"Ø WEDGE ANCHOR w/ 2" MIN.
EMBED., 4 REQ.
(N) 12 GA. STEEL
CABINET, TYP.
INTEGRAL FACTORY
MOUNTING
(E) CONC. FLOOR
INTEGRAL BASE ANGLE
(N) RIPPLE FILTER 42.3"W x 30"D x 43"HWEIGHT = 661 LBS.
2'-6
"
21 8"21 8"
2'-1
34"
3'-6516"
114" 3'-51
16"
1'-778"1'-77
8"
(N) FILTER ANCHORAGE DETAIL 4
ELEVATION VIEW
PLAN VIEW
61 2"
114"
LC GRAVITY
1'-3
"
3'-7
"
1'-6
" C GRAVITYL
(N) 12"Ø WEDGE ANCHOR w/ 2" MIN. EMBED., 4 REQ.
INTEGRAL BASE ANGLE
(N) TRANSFORMER 42.3"W x 30"D x 43"HWEIGHT = 750 LBS.
3'-7
"
1'-6
"
2'-6
"
21 8"21 8"
2'-1
34"
3'-91316"
134" 3'-65
16"
1'-918"1'-91
8"
(N) TRANS. ANCHORAGE DETAIL 5
ELEVATION VIEW
PLAN VIEW
61 2"
134"
LC GRAVITY
1'-3
"
C GRAVITYL
(N) 12 GA. STEEL
CABINET, TYP.
(E) CONC. FLOOR
(N) 12"Ø WEDGE ANCHOR w/ 2" MIN. EMBED., 4 REQ.
INTEGRAL BASE ANGLE
1116 SINGINGWOOD ROADSACRAMENTO, CALIFORNIA 95864(916) 359-5300 FAX (916) 359-5301
E D D I N G T O NE N G I N E E R I N G
RO
T A
ERE
S
RETSI
G ER
L
ROFILAT E O F C
C
S T R U T U R A AIN
GTO
ALESSIONPROF
.
#S3376exp. 12/09
B
NA
LDD
INDDE
N ENI
GNE
919
CPMC-3 SG 1679A
05/27/2008
CONTROL EQUIPMENTANCHORAGE DETAILS
R. Blaska
Otis
Cammisa & Wipf Consulting Engineers
32 Page StreetSan Francisco, CA 94102Phone: (415) 863-5740Fax: (415) 863-5758
A United Technologies Company444 Spear Street, Suite 100San Francisco, CA 94105-1642Phone: (415) 546-0880Fax: (415) 546-0907
ELEVATOR #1 - 4ALTERATIONS
CALIFORNIA PACIFIC MEDICAL CENTER
San Francisco, California
(N) RETAINERPLATE
(E) CROSSHEAD (TOP) OR SAFETY PLANK (BOTTOM)
(NTS)
(E) RETAINERPLATE
MOUNTING
(E) ELEVATOR STILE (NTS)
(E) GUIDERAIL
(N) CAR RETAINER PLATE DETAIL 1
6"
3"112"
834"
11 2"
81 2"
(N) 1116"Ø HOLE
FOR 5 8" BOLTS, 4 REQ.
(N) PL38"
A36 STEEL
111
234"
1 2" 134"
2"
2116" 3
16" TYP.
234"
ELEVATION VIEW
PLAN VIEW
NOTE: (E) ROLLER GUIDES ABOVE RETAINER PLATE NOT SHOWN FOR CLARITY.
12'-6
" (N
) C/L
RE
TAIN
ER
PLA
TES
(NTS
)
(E) RETAINERPLATE
(E) CWT. TOP & BOTTOM FRAME (NTS)
(E) RETAINERPLATE
MOUNTING
(E) CWT. STILE (NTS)
(E) GUIDERAIL
(E) CWT. RETAINER PLATE DETAIL 2
434"
178"3
4"
6"
138"
6"
(E) 916"Ø HOLE FOR 12" BOLTS, 4 INCL.
211
158"
1 2" 11 2"
1"
11516" 3
16" TYP.
114"
ELEVATION VIEW
PLAN VIEW
(E) PL38"
A36 STEEL
NOTE: (E) ROLLER GUIDES ABOVE RETAINER PLATE NOT SHOWN FOR CLARITY.
10'-0
" (E
) C/L
RE
TAIN
ER
PLA
TES
(NTS
)
(E) RETAINERPLATE
(E) CROSSHEAD (TOP) OR SAFETY PLANK (BOTTOM)
(NTS)
(E) RETAINERPLATE
MOUNTING
(E) ELEVATOR STILE (NTS)
(E) GUIDERAIL
(E) CAR RETAINER PLATE DETAIL 3
778"
3"1"
878"
111
4"
1 2"31 2"
1"
21116" 3
16" TYP.
1"
ELEVATION VIEW
PLAN VIEW
1"
10"
(E) 1116"Ø HOLE
FOR 5 8" BOLTS, 4 INCL.
(E) PL38"
A36 STEEL
NOTE: (E) ROLLER GUIDES ABOVE RETAINER PLATE NOT SHOWN FOR CLARITY.
12'-6
" (E
) C/L
RE
TAIN
ER
PLA
TES
(NTS
)
(N) CWT. RETAINER PLATE DETAIL 4
(N) RETAINERPLATE
(E) RETAINERPLATE
MOUNTING (E) GUIDERAIL
111
ELEVATION VIEW
PLAN VIEW
NOTE: (E) ROLLER GUIDES ABOVE RETAINER PLATE NOT SHOWN FOR CLARITY.
5"
178"1"
7"
138"
6"
(N) 916"Ø HOLE FOR 12" BOLTS, 4 REQ.
158"
1 2" 11 2"
1"
11516" 3
16" TYP.
2"
(N) PL38"
A36 STEEL
(E) CWT. TOP & BOTTOM FRAME (NTS)
(E) CWT. STILE (NTS)
11'-2
" (N
) C/L
RE
TAIN
ER
PLA
TES
(NTS
)
1116 SINGINGWOOD ROADSACRAMENTO, CALIFORNIA 95864(916) 359-5300 FAX (916) 359-5301
E D D I N G T O NE N G I N E E R I N G
RO
T A
ERE
S
RETSI
G ER
L
ROFILAT E O F C
C
S T R U T U R A AIN
GTO
ALESSIONPROF
.
#S3376exp. 12/09
B
NA
LDD
INDDE
N ENI
GNE
1019
CPMC-3 SG 1679A
05/27/2008
CAR & CWT.RETAINER PLATES
R. Blaska
EE
E
A
F
B
TYPESteel Std.
CBAWT.15 lb/ft 3-1/2 5 5/8 3/8
FEEED1/22 5/8
DC
GUIDERAIL - 15 LB./FT. 1
NOTE:ALL DIMENSIONS ARE IN INCHES.
Otis
Cammisa & Wipf Consulting Engineers
32 Page StreetSan Francisco, CA 94102Phone: (415) 863-5740Fax: (415) 863-5758
A United Technologies Company444 Spear Street, Suite 100San Francisco, CA 94105-1642Phone: (415) 546-0880Fax: (415) 546-0907
ELEVATOR #1 - 4ALTERATIONS
CALIFORNIA PACIFIC MEDICAL CENTER
San Francisco, California
EE
EA
F
B
TYPESteel Std.
CBAWT.8 lb/ft 2-7/16 3-1/2 5/8 3/8
FEEED5/161-1/4 7/16
D
C
GUIDERAIL - 8 LB./FT. 2
NOTE:ALL DIMENSIONS ARE IN INCHES.
WELD WASHER 3
BOLT Ø + 116"PL14" x 2" x 2"
3/16(ANY TWO SIDES)
NOTES:1. IF SLOTTED HOLES ARE PROVIDED IN
BRACKET, PROVIDE WELD WASHER. DELETE WASHER IF SLOTS ARE NOT USED.
2. RAIL CLIPS SHALL BE MONTEFERRO #CB15-F, AFD #C-160, OR EQUAL.
3316"
18" 19
16" 12"
2316"
3316"
SIDE VIEW
TOP VIEW
Ø13 4"
1"
2"
1316"
15 LB FORGED GUIDERAIL CLAMP
5 16"
3 16"
5/8"Ø BOLT, TYP.
1 8"
GUIDERAIL FORGED CLAMP - 15 LB 4
1-
Ø1116"
3-
3/16(ANY TWO SIDES)
BRACKET
3316"33
16"3/16
2"
916"
2516"
1316"
R 516"
1 2"
78"
5 16"
(ANY TWO SIDES)
GUIDERAIL FORGED SLIDE CLIP - 15 LB 5
3-
NOTES:1. IF SLOTTED HOLES ARE PROVIDED IN
BRACKET, PROVIDE WELD WASHER. DELETE WASHER IF SLOTS ARE NOT USED.
2. RAIL CLIPS SHALL BE OTIS / UNITEC #339MB1 FORGED CLIP w/ #93HB1 SPRING CLIP.
15 LB FORGED GUIDERAIL SLIDE CLIP
5/8"Ø BOLT, TYP.
SIDE VIEW
TOP VIEW
BRACKET
1-
12"Ø BOLT, TYP.
2732" 27
32"
3 16"
1 8"1 8"
8 LB FORGEDGUIDERAIL CLAMP
CL
34" 7
8"
158"
158"
38"11
8"18"
Ø916"
Ø13 8"
NOTES:1. IF SLOTTED HOLES ARE PROVIDED IN
BRACKET, PROVIDE WELD WASHER. DELETE WASHER IF SLOTS ARE NOT USED.
2. RAIL CLIPS SHALL BE MONTEFERRO #CB08-F, AFD #C-161, OR EQUAL.
2-
3/16(ANY TWO SIDES)
3-
SIDE VIEW
TOP VIEW
GUIDERAIL FORGED CLAMP - 8 LB 6
BRACKET
238"
3/16
2"
916"
2516"
1316"
R 516"
5 16"
1316
"
5 16"
(ANY TWO SIDES)
GUIDERAIL FORGED CLIP - 8 LB 7
3-
NOTES:1. IF SLOTTED HOLES ARE PROVIDED IN
BRACKET, PROVIDE WELD WASHER. DELETE WASHER IF SLOTS ARE NOT USED.
2. RAIL CLIPS SHALL BE OTIS / UNITEC #339LT1 FORGED CLIP.
8 LB FORGED GUIDERAIL CLIP
5/8"Ø BOLT, TYP.
SIDE VIEW
TOP VIEW
BRACKET
2-
238"
1116 SINGINGWOOD ROADSACRAMENTO, CALIFORNIA 95864(916) 359-5300 FAX (916) 359-5301
E D D I N G T O NE N G I N E E R I N G
RO
T A
ERE
S
RETSI
G ER
L
ROFILAT E O F C
C
S T R U T U R A AIN
GTO
ALESSIONPROF
.
#S3376exp. 12/09
B
NA
LDD
INDDE
N ENI
GNE
1119
CPMC-3 SG 1679A
05/27/2008
GUIDERAIL & RAILCLIP / CLAMP DETAILS
R. Blaska
Otis
Cammisa & Wipf Consulting Engineers
32 Page StreetSan Francisco, CA 94102Phone: (415) 863-5740Fax: (415) 863-5758
A United Technologies Company444 Spear Street, Suite 100San Francisco, CA 94105-1642Phone: (415) 546-0880Fax: (415) 546-0907
ELEVATOR #1 - 4ALTERATIONS
CALIFORNIA PACIFIC MEDICAL CENTER
San Francisco, California
BACK VIEWSIDE VIEW
(E) 15 LB. GUIDERAIL
(N) 15# SPLICE (RAIL SECTION)
(N) 5 8"Ø BOLT, LOCK WASHER & NUT, TYP.
FISHPLATE (15# RAILSECTION)
15 LB./FT. GUIDERAIL TEE SPLICE DETAIL 1
1516"31
8"1516"
1"4"
2"4"
1"
1'-0
" (N
)R
AIL
SE
CTI
ON
5"
PLAN VIEW
111
N
BACK VIEWSIDE VIEW
(E) 8 LB. GUIDERAIL
(N) 8# FISHPLATE (RAIL SECTION)(N) 12"Ø BOLT, LOCK WASHER & NUT, TYP.
FISHPLATE(8# RAILSECTION)
8 LB./FT. GUIDERAIL TEE SPLICE DETAIL 2
58"21
4"58"
11 8"21 4"
21 4"21 4"
11 8"
9" (N
)R
AIL
SE
CTI
ON
312"
PLAN VIEW
211
PL 214" x 5" x 12" LG
RAIL SPLICE
DRILLED & TAPPED FOR 5 8"-11 BOLT
1"3"1"
1"4"
2"4"
1"
1'-0
"
214"
5"
BACK VIEWSIDE VIEW
PLAN VIEW
58"Ø-11 x 21
4" GRD 5 BOLT, 8 REQ.
15 LB./FT. GUIDERAIL BAR SPLICE DETAIL 3
(E) 15 LB. GUIDERAIL
111
1" x 234" x 1'-0"
LG, 2 REQ.
DRILLED & TAPPED FOR 5 8"-11 BOLT,16 PLACES
PL
2516"31
8"2516"
1"4"
2"4"
1"
5" RAIL
BACK VIEWSIDE VIEW
15 LB./FT. GUIDERAIL LOW-PROFILE SPLICE DETAIL 4
PLAN VIEW
234" PLATE23
4" PLATE
1012" PLATE
138"13
8"
1'-0
"
3"3"
3"11 2"
1" x 1012" x 1'-0"
LGPL
58"- 11 x 2" LG FLAT
HEAD SOCKET CAP SCREW, 8 REQ.
58"- 11 x 11
2" LG GRD 5 BOLT, 8 REQ.
15# GUIDERAIL
11 2"
(E) 15 LB. GUIDERAIL
111
1116 SINGINGWOOD ROADSACRAMENTO, CALIFORNIA 95864(916) 359-5300 FAX (916) 359-5301
E D D I N G T O NE N G I N E E R I N G
RO
T A
ERE
S
RETSI
G ER
L
ROFILAT E O F C
C
S T R U T U R A AIN
GTO
ALESSIONPROF
.
#S3376exp. 12/09
B
NA
LDD
INDDE
N ENI
GNE
1219
CPMC-3 SG 1679A
05/27/2008
GUIDERAIL SPLICE &BEAM STIFFENING
R. Blaska
BEAM STIFFENING PLAN 5
4"±
(6" M
AX.)
7'-8
" (N
) PLA
TE4"
±(6
" MAX
.)
234"
(E) S8x18.4 x 9'-0" LG DIVIDER BEAM
(N) PL38" x 51
2" x 7'-8" LG BEAM STIFFENING PLATE, LOCATE ON FLANGE OF BEAM OPPOSITE (E) RAIL BRACKET, TYP.
1/4 1@12
Otis
Cammisa & Wipf Consulting Engineers
32 Page StreetSan Francisco, CA 94102Phone: (415) 863-5740Fax: (415) 863-5758
A United Technologies Company444 Spear Street, Suite 100San Francisco, CA 94105-1642Phone: (415) 546-0880Fax: (415) 546-0907
ELEVATOR #1 - 4ALTERATIONS
CALIFORNIA PACIFIC MEDICAL CENTER
San Francisco, California
CAR GUIDERAIL PIT FLOOR BRACKET 1
SIDE VIEWPLAN VIEW
111
411
(E) C9x13.4 x 7'-712" LG
GROUT FILLED & PARTIALLY EMBEDDED IN CONCRETE FLOOR
(E) L3x2x38,
EMBEDMENT UNKNOWN, TYP.
(E) TYP.3/16 1.5
(E) L6x6x12
x 9" LG
3"3"
3"
(E) 5 8"Ø BOLTS, 2 INCL.
(N)3/16 1
(N) MC3x7.1 x 6" LG
TRIM (E) RAIL & (N) SHIM FOR TIGHT FIT
(E) SLAB
(E)
(E), TYP.
NOTE: L.H. SHOWN, R.H. OPPOSITE
CAR GUIDERAIL PIT WALL BRACKET 2
101 4"
101 4"
111
511
(N), TYP.
(E) SPACERS & SHIMS, TYP.
(E) 5 8"Ø ANCHORS, 2 INCL.
(E) PL12" x 3" x 24" LG
FORMED BRACKET
(E) CONCRETE WALL
(E)
PLAN VIEW
(N),EA. END3/16 2
(N) PL38" x 11
2" x 15" LG STIFFENER PLATE
CAR GUIDERAIL BRACKET 3
(E)3/16 2
511
(N),TYP.
111
(E), TYP.
(E) PL14 x 9" LG
FORMED BRACKET
(E) S8x18.4 x 9'-0" LG BEAM
334"±
SIDE VIEW NOTE: BRACKET ASSY. MAY BE INVERTED
CAR GUIDERAIL COMBO BRACKET 4
(E)3/16 2
511
(N),TYP.
111
(E), TYP.
(E) PL14 x 9" LG
FORMED BRACKET
(E) S8x18.4 x 9'-0" LG DIVIDER BEAM
334"± 33
4"±
SIDE VIEWNOTE: (E) BRACKET ASSY. & (N) STIFFENING PLATE MAY BE INVERTED
512
(N) PL38" x 51
2" x 7'-8" LG
CAR GUIDERAIL TOP BRACKET 5
SIDE VIEW
(E)3/16 2
511
(N),TYP.
111
(E), TYP.
(E) L3x212x1
4 x 9" LG LLH BRACKET, TYP.
(E) W10x22 x 9'-0" LG BEAM
334"± 33
4"±334"±33
4"±
CAR GUIDERAIL COMBO LONG BRACKET 6
SIDE VIEW NOTE: BRACKET ASSY. MAY BE INVERTED
914"± 91
4"±
(N), TYP. 3/16 1@8
511
(N),TYP.
111
(E), TYP.
(E) 5 8"Ø BOLTS IN SLOTTED HOLES, 2 EA. BRACKET
(E) W12x40 x 9'-0" LG DIVIDER BEAM
(E) PL14 x 21
2" x 4" x 9" LG FORMED BRACKET, TYP.
(E)1/4 1.5@4
(E) C12x20.7 x 1'-51
2" LG
1116 SINGINGWOOD ROADSACRAMENTO, CALIFORNIA 95864(916) 359-5300 FAX (916) 359-5301
E D D I N G T O NE N G I N E E R I N G
RO
T A
ERE
S
RETSI
G ER
L
ROFILAT E O F C
C
S T R U T U R A AIN
GTO
ALESSIONPROF
.
#S3376exp. 12/09
B
NA
LDD
INDDE
N ENI
GNE
1319
CPMC-3 SG 1679A
05/27/2008
CAR GUIDERALBRACKET DETAILS
R. Blaska
Otis
Cammisa & Wipf Consulting Engineers
32 Page StreetSan Francisco, CA 94102Phone: (415) 863-5740Fax: (415) 863-5758
A United Technologies Company444 Spear Street, Suite 100San Francisco, CA 94105-1642Phone: (415) 546-0880Fax: (415) 546-0907
ELEVATOR #1 - 4ALTERATIONS
CALIFORNIA PACIFIC MEDICAL CENTER
San Francisco, California
CAR GUIDERAIL PIT FLOOR BRACKET 1
SIDE VIEWPLAN VIEW
111
511
(E) C8x11.5 x 7'-81
2" LG GROUT FILLED
(E),TYP.3/16
(E)
(E), 2 SETS
(E) SLAB
NOTE: L.H. SHOWN, R.H. OPPOSITE
(E) PL12x9x
1012" HIGH
(E) L5x3x14
(LLH), 2 INCL.
(E) 5 8"Ø ANCHOR, 2 INCL.
(E),TYP.3/16 1
1
CAR GUIDERAIL TS BRACKET 2
SIDE VIEW
414"±
NOTE: BRACKET ASSY. MAY BE INVERTED
511
(E),TYP.
111
(E)
(E) TS4x3x38 x 9'-0"
DRILLED & TAPPED FOR CLAMP BOLTS
(E) S8x18.4 x 9'-0" LG DIVIDER BEAM
(E) PL12x4 x 9" LG
DRILLED & TAPPED FOR CLAMP BOLTS
413
(E)
(E) SHIMS, TYP.
(E)1/4 3@12
CAR GUIDERAIL PIT WALL BRACKET 3
SIDE VIEWPLAN VIEW
234"
61 2"23
4"
111
(E)
511
(E)
311
(N),TYP.
(E)3/16 2@10
(E) 5 8"Ø ANCHORS, 2 INCL.
(E) PL14 x 1'-0" LG
FORMED BRACKET
CAR GUIDERAIL WALL BRACKET 4
SIDE VIEWPLAN VIEW
(E) PL38" x 10" LG
FORMED BRACKET
(E) PL38" x 1'-4" LG
FORMED BRACKET
(E)3/16 3
(E)3/16 2
511
(E),TYP.
111
(E), TYP.
(E) S8x18.4 x 9'-0" LG BEAM
CAR GUIDERAIL TIE SHORT BRACKET 5
SIDE VIEW
(N) L3x3x38 x
9" LG BRACKET, 2 REQ.
(N) PL38 x 61
2" x 8" LG (N),
TYP.3/16 1.51.5
PLAN VIEW
12" 61
2" 12"
111
411
(E), TYP.
(N), TYP.
CAR GUIDERAIL TIE LONG BRACKET 6
111
411
(E), TYP.
(N), TYP.
(N) L3x3x38 x 9" LG
BRACKET, 2 REQ.(N) PL1
2 x 8" x1'-51
2" LG (N),TYP.1/4 1.5
1.5
12" 1'-51
2" 12"
SIDE VIEW
PLAN VIEW
1116 SINGINGWOOD ROADSACRAMENTO, CALIFORNIA 95864(916) 359-5300 FAX (916) 359-5301
E D D I N G T O NE N G I N E E R I N G
RO
T A
ERE
S
RETSI
G ER
L
ROFILAT E O F C
C
S T R U T U R A AIN
GTO
ALESSIONPROF
.
#S3376exp. 12/09
B
NA
LDD
INDDE
N ENI
GNE
1419
CPMC-3 SG 1679A
05/27/2008
CAR GUIDERAILBRACKET DETAILS
R. Blaska
Otis
Cammisa & Wipf Consulting Engineers
32 Page StreetSan Francisco, CA 94102Phone: (415) 863-5740Fax: (415) 863-5758
A United Technologies Company444 Spear Street, Suite 100San Francisco, CA 94105-1642Phone: (415) 546-0880Fax: (415) 546-0907
ELEVATOR #1 - 4ALTERATIONS
CALIFORNIA PACIFIC MEDICAL CENTER
San Francisco, California
PLAN VIEW FRONT VIEW
15 LB./FT. CAR GUIDERAIL REINFORCING DETAIL 1
21 2"63
8"
3"
38"
1'-1
1 4" (N
) PLA
TE
1'-2
"
111
411
(E), TYP.
(N), TYP.
38"
38"
DRILL & TAP 58"-11,
4 PLACES
(N) L3 x 212 x 3 8, LG
PER SCHED., 2 REQ.
GUIDERAIL BRACKET
GUIDERAIL BRACKET
SE
E D
ET. 1
,S
HE
ETS
4 -
7
2'-0
" MA
X.,
TYP.
(NTS
)2'
-0" M
AX
., TY
P. (N
TS)
SE
E D
ET. 1
, SH
EETS
4 -
7 FO
R T
OTA
L LE
NG
THS
(NTS
)S
EE
DET
. 1,
SH
EE
TS 4
- 7
2" T
YP.
(N) PL 5 8 x 3 x 1'-114" LG,
CHAMFER INSIDE CORNER, TYP.
258"
15 16"
312
(N), WHERE OCCURS
15 16"
21 2"
(N) 5 8"Ø -13 x 112" LG
GRD 5 BOLT & LOCK WASHER, 2 REQ. EA.
(E) PLASTER WALL
58"±
PLAN VIEW
15 LB./FT. CAR GUIDERAIL REINFORCING DETAIL 321 2"
638"
3"
38"
1'-1
1 4" (N
) PLA
TE
1'-7
"
111
411
(E)
(N), TYP.
278"
278"
DRILL & TAP 58"-11,
4 PLACES
(N) L3x212x3
8, LG PER SCHED., 4 REQ.
(N) PL 5 8 x 3 x 1'-114" LG,
CHAMFER INSIDE CORNER, TYP.
258"
15 16"
312
(N), WHERE OCCURS
15 16"
(N),TYP. 1/4 2@12
38"
NOTE: SEE DETAIL 1 FOR SIMILAR FRONT VIEW
21 2"
(N) 5 8"Ø -13 x 112" LG GRD
5 BOLT & LOCK WASHER, 2 REQ. EA.
(E) PLASTER WALL
58"±
CAR GUIDERAIL DOUBLE BRACKET 2
334"± 33
4"±
SIDE VIEWNOTE: (N) & (E) BRACKET ASSYS. & (N) STIFFENING PLATE MAY BE INVERTED
134
PLAN VIEW - SECTION 'A-A'
(N), TYP.3/16 1.5@7
(N), EA. END, TYP.
3/16 1.5
111
511
(E), TYP.
(N), TYP.
(N) L3x3x38 x 9" LG
BRACKET, 2 REQ.
(E) S8x18.4 x 9'-0" LG DIVIDER BEAM
512
(N) PL38" x
512" x 7'-8" LG
1116 SINGINGWOOD ROADSACRAMENTO, CALIFORNIA 95864(916) 359-5300 FAX (916) 359-5301
E D D I N G T O NE N G I N E E R I N G
RO
T A
ERE
S
RETSI
G ER
L
ROFILAT E O F C
C
S T R U T U R A AIN
GTO
ALESSIONPROF
.
#S3376exp. 12/09
B
NA
LDD
INDDE
N ENI
GNE
1519
CPMC-3 SG 1679A
05/27/2008
GUIDERAIL REIN-FORCING DETAILS
R. Blaska
Otis
Cammisa & Wipf Consulting Engineers
32 Page StreetSan Francisco, CA 94102Phone: (415) 863-5740Fax: (415) 863-5758
A United Technologies Company444 Spear Street, Suite 100San Francisco, CA 94105-1642Phone: (415) 546-0880Fax: (415) 546-0907
ELEVATOR #1 - 4ALTERATIONS
CALIFORNIA PACIFIC MEDICAL CENTER
San Francisco, California
15 LB./FT. CAR & CWT. GUIDERAIL REINFORCEMENT 1
SIDE VIEW FRONT VIEW
8"±
(E),
TYP.
12" M
AX.
2'-0
" MA
X.,
TY
P. (E
) (N
TS)
2'-0
" MA
X.,
TYP
. (E
) (N
TS)
1'-0
" (E
) SP
LIC
E PL
ATE
12'-8
"± (E
) (N
TS)
14'-1
"± (E
) (N
TS)
1/4
3/16(E),TYP.
(E),TYP.
1/4(N)
4@8
111
(E)
(E) PL1x3 x 9" LG, TYP.
(E) C12x20.7 x 13'-2"± LG
(E) PL1x5 x 1'-0" LG SPLICE PLATE DRILLED & TAPPED FOR BOLTS
(E) 5 8"Ø BOLTS, 8 INCL.
(E) GUIDERAIL BRACKET
(E) GUIDERAIL BRACKET
PLAN VIEW FRONT VIEW
15 LB./FT. CAR GUIDERAIL REINFORCING DETAIL 2
338"
638"
1'-3
" (N
) PLA
TE
1'-3
34"1
11
411
(E), TYP.
(N), TYP.
38"
38"
DRILL & TAP 58"-11,
4 PLACES
(N) L212 x 2 x 3 8, LG
PER SCHED., 2 REQ.
GUIDERAIL BRACKET
GUIDERAIL BRACKET
SE
E D
ET. 1
,S
HE
ETS
4 -
7
2'-0
" MA
X.,
TYP.
(NTS
)2'
-0" M
AX
., TY
P. (N
TS)
SE
E D
ET. 1
, SH
EETS
4 -
7 FO
R T
OTA
L LE
NG
THS
(NTS
)S
EE
DET
. 1,
SH
EE
TS 4
- 7
2" T
YP.(N) PL 5 8 x 3 x 1'-3" LG,
CHAMFER INSIDE CORNER, TYP.
15 16"
412
(N), WHERE
OCCURS
15 16"
338"
(N) 5 8"Ø -13 x 112" LG
GRD 5 BOLT & LOCK WASHER, 2 REQ. EA.
2"
158"
38" 1
8"±
(N),TYP.1/4 2@12
(E) PLASTER WALL
(N) L2 x 2 x 3 8, LG PER SCHED., 2 REQ.
1116 SINGINGWOOD ROADSACRAMENTO, CALIFORNIA 95864(916) 359-5300 FAX (916) 359-5301
E D D I N G T O NE N G I N E E R I N G
RO
T A
ERE
S
RETSI
G ER
L
ROFILAT E O F C
C
S T R U T U R A AIN
GTO
ALESSIONPROF
.
#S3376exp. 12/09
B
NA
LDD
INDDE
N ENI
GNE
1619
CPMC-3 SG 1679A
05/27/2008
CAR GUIDERAIL REIN-FORCING DETAILS
R. Blaska
Otis
Cammisa & Wipf Consulting Engineers
32 Page StreetSan Francisco, CA 94102Phone: (415) 863-5740Fax: (415) 863-5758
A United Technologies Company444 Spear Street, Suite 100San Francisco, CA 94105-1642Phone: (415) 546-0880Fax: (415) 546-0907
ELEVATOR #1 - 4ALTERATIONS
CALIFORNIA PACIFIC MEDICAL CENTER
San Francisco, California
CWT. GUIDERAIL PIT FLOOR BRACKET 1
SIDE VIEWPLAN VIEWNOTE: L.H. SHOWN, R.H. OPPOSITE
3/16(E)
1@3
3/16(E)
3
(E) 5 8"Ø BOLT
(E) L3x3x14 x 5" LG
BRACKET
(E) 5 8"Ø ANCHOR
(E) C9x13.4 GROUTED PIT CHANNEL TRIMMED TO WALL
211
(E)
(E) L2 x 212 x 14
x 4" LG
(E) SLAB
CWT. GUIDERAIL PIT FLOOR BRACKET 2
SIDE VIEWPLAN VIEWNOTE: L.H. SHOWN, R.H. OPPOSITE
3/16(E)
1@33/16(E)
3(E) C9x13.4 GROUTED PIT CHANNEL
211
(E)
(E) L2 x 212 x 14
x 412" LG
(E) SLAB
PLAN VIEW BACK VIEW
CWT. GUIDERAIL BUFFER BRACKET 4
NOTE: L.H. SHOWN, R.H. OPPOSITE
711
(N),TYP.
211
(E)
(N)1/4 2@12
(N) PL38 x 2 x
5'-0" LG
(E) PL38 x 5
x 5'-5" LG
(E) L9x4x12 x 5" LG
(E) 5 8"Ø BOLT,
2 INCL.
(N)3/16 3
CWT GUIDERAIL PIT FLOOR BRACKET 3
SIDE VIEWPLAN VIEW
111
511
(E) C4x7.25 x 3'-101
2" LG GROUT FILLED
(E),TYP.3/16
(E)
(E), 2 SETS
(E) SLAB
NOTE: L.H. SHOWN, R.H. OPPOSITE
(E),TYP.3/16 1
1
(E) PL12x9x
1012" HIGH
(E) L3x2x14
(LLH), 2 INCL.(E) 5 8"Ø ANCHOR, 2 INCL.
CWT. GUIDERAIL PIT WALL BRACKET 5
SIDE VIEWPLAN VIEW
112" 8" 71
2"
12"
11 2"5"
10" (
N) P
LATE
1'-5" (N) PLATE
31 2"61 2"
11 2"
211
(E)
(E) NON-SEISMIC BRACKET & ANCHORAGE
711
(N)
(N) L3x3x38 x 10"
LG BRACKET
(N) PL38 x 10" x
1'-5" LG BRACKET
(N) 5 8"Ø WEDGE ANCHOR w/ 31
8" MIN. EMBED., 2 REQ.
(E) PLASTER WALL
(N)3/16 2
(N)3/16 2@6
(E) CONCRETE LEDGE
31 2"
NOTE: L.H. SHOWN, R.H. OPPOSITE
1116 SINGINGWOOD ROADSACRAMENTO, CALIFORNIA 95864(916) 359-5300 FAX (916) 359-5301
E D D I N G T O NE N G I N E E R I N G
RO
T A
ERE
S
RETSI
G ER
L
ROFILAT E O F C
C
S T R U T U R A AIN
GTO
ALESSIONPROF
.
#S3376exp. 12/09
B
NA
LDD
INDDE
N ENI
GNE
1719
CPMC-3 SG 1679A
05/27/2008
CWT. GUIDERAILBRACKET DETAILS
R. Blaska
Otis
Cammisa & Wipf Consulting Engineers
32 Page StreetSan Francisco, CA 94102Phone: (415) 863-5740Fax: (415) 863-5758
A United Technologies Company444 Spear Street, Suite 100San Francisco, CA 94105-1642Phone: (415) 546-0880Fax: (415) 546-0907
ELEVATOR #1 - 4ALTERATIONS
CALIFORNIA PACIFIC MEDICAL CENTER
San Francisco, California
CWT. GUIDERAIL TYPICAL BRACKET 1
BACK VIEWPLAN VIEWNOTE: 1. BRACKET ASSY. MAY BE
INVERTED2. L.H. SHOWN, R.H. OPPOSITE
1114"± (E)
3/16(E)
3
211
(E)711
(N)
(E) L4x312x3
8 x 1'-6" LG (LLV) BRACKET
(E) BLDG. BEAM
CWT. GUIDERAIL NON-TYPICAL BRACKET 2
BACK VIEWPLAN VIEW
1114"± (E)
3/16(E)
3
211
(E)711
(N)
(E) PL314x31
4x14 x
1'-6" LG FORMED BRACKET
(E) BLDG. BEAM
CWT. GUIDERAIL TOP BRACKET 3
BACK VIEWPLAN VIEWNOTE: L.H. SHOWN, R.H. OPPOSITE
1114"± (E)
1/4(E)
2
211
(E)
(E) L4x312x3
8 x 1'-2" LG (LLV) BRACKET
(E) BLDG. BEAM
711
(N)
CWT. GUIDERAIL BRACKET 4
BACK VIEWPLAN VIEWNOTE: L.H. SHOWN, R.H. OPPOSITE
(E) BLDG. BEAM
1'-034"± (E)
511
(E)
111
(E)
3/16(E)
3
(E) L4x312x3
8 x 1'-412"
LG (LLV) BRACKET
3/16(E)
3
(E) L4x312x3
8 x 111
2" LG (LLH) BRACKET
CWT. GUIDERAIL TOP BRACKET 5
BACK VIEWPLAN VIEWNOTE: L.H. SHOWN, R.H. OPPOSITE
(E) BLDG. BEAM
1'-034"± (E)
511
(E)
111
(E)
3/16(E)
3
(E) L4x312x3
8 x 1'-412"
LG (LLV) BRACKET
1116 SINGINGWOOD ROADSACRAMENTO, CALIFORNIA 95864(916) 359-5300 FAX (916) 359-5301
E D D I N G T O NE N G I N E E R I N G
RO
T A
ERE
S
RETSI
G ER
L
ROFILAT E O F C
C
S T R U T U R A AIN
GTO
ALESSIONPROF
.
#S3376exp. 12/09
B
NA
LDD
INDDE
N ENI
GNE
1819
CPMC-3 SG 1679A
05/27/2008
CWT. GUIDERAILBRACKET DETAILS
R. Blaska
Otis
Cammisa & Wipf Consulting Engineers
32 Page StreetSan Francisco, CA 94102Phone: (415) 863-5740Fax: (415) 863-5758
A United Technologies Company444 Spear Street, Suite 100San Francisco, CA 94105-1642Phone: (415) 546-0880Fax: (415) 546-0907
ELEVATOR #1 - 4ALTERATIONS
CALIFORNIA PACIFIC MEDICAL CENTER
San Francisco, California
PLAN VIEW FRONT VIEW
8 LB./FT. CWT. GUIDERAIL REINFORCING DETAIL 1
GUIDERAIL BRACKET
GUIDERAIL BRACKET
1'-0
" MA
X. (
NTS
)
2'-0
" MA
X.,
TYP.
(NTS
)2'
-0" M
AX
., TY
P. (N
TS)
SE
E D
ET. 2
, SH
EETS
4 -
7 FO
R T
OTA
L LE
NG
THS
(NTS
)1'
-0" M
AX.
(NTS
)
2" T
YP.
21 8"47 16
"21 8"
4" 12"
(N),TYP.1/4 2
21 2"33
4"21 2"
(N) MC4x13.8, LG PER SCHED., 2 REQ.
(N) PL 12 x 3 x 83
4" LG
DRILL & TAP PLATE & CHANNEL FLANGE, TYP.
834"
611
(N),TYP.
211
(E)
212
(N), WHERE OCCURS
NOTE: L.H. SHOWN, R.H. OPPOSITE PLAN VIEW FRONT VIEW
15 LB./FT. CWT. GUIDERAIL REINFORCING DETAIL 2
GUIDERAIL BRACKET
GUIDERAIL BRACKET
1'-0
" MA
X. (
NTS
)
2'-0
" MA
X.,
TYP.
(NTS
)2'
-0" M
AX
., TY
P. (N
TS)
SE
E D
ET. 2
, SH
EETS
4 -
7 FO
R T
OTA
L LE
NG
THS
(NTS
)1'
-0" M
AX.
(NTS
)
2" T
YP.
638"
17 16" 1
2"
(N),TYP.1/4 2
2"51 4"
2"
(N) L3x2x38, LG PER
SCHED., 2 REQ.
(N) PL 12 x 3 x 91
4" LG
91 4"
NOTE: L.H. SHOWN, R.H. OPPOSITE
111
411
(E), TYP.
(N), TYP.
3"
112
(N), WHERE OCCURS
DRILL & TAP PLATE & CHANNEL FLANGE, TYP.
17 16"
GUIDERAIL TIE DETAIL 3
PLAN VIEW
119
(N)
(N),TYP.1/4 2
TYP.1/4 2
8"
NOTE: L.H. SHOWN, R.H. OPPOSITE
(N) PL58 x 5 x 6'-1" LG
(N) L3x3x38 x
1'-038" LG
1116 SINGINGWOOD ROADSACRAMENTO, CALIFORNIA 95864(916) 359-5300 FAX (916) 359-5301
E D D I N G T O NE N G I N E E R I N G
RO
T A
ERE
S
RETSI
G ER
L
ROFILAT E O F C
C
S T R U T U R A AIN
GTO
ALESSIONPROF
.
#S3376exp. 12/09
B
NA
LDD
INDDE
N ENI
GNE
1919
CPMC-3 SG 1679A
05/27/2008
CWT. GUIDERAIL REIN-FORCING DETAILS
R. Blaska