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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R. Blaska

Otis







#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 -


50"W x 16.5"D x 69"HWEIGHT = 524 LBS. #3


42.3"W x 30"D x 86"HWEIGHT = 1,411 LBS.

#2- ACCESS -


50"W x 16.5"D x 69"HWEIGHT = 524 LBS. #2


42.3"W x 30"D x 86"HWEIGHT = 1,411 LBS.

#1- ACCESS -


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 -



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R. Blaska

Otis








50"W x 16.5"D x 69"HWEIGHT = 524 LBS. #4


42.3"W x 30"D x 86"HWEIGHT = 1,411 LBS.

#3- ACCESS -


50"W x 16.5"D x 69"HWEIGHT = 524 LBS. #3


42.3"W x 30"D x 86"HWEIGHT = 1,411 LBS.

#2- ACCESS -


50"W x 16.5"D x 69"HWEIGHT = 524 LBS. #2


42.3"W x 30"D x 86"HWEIGHT = 1,411 LBS.

#1- ACCESS -


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

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CONTROL AREA PLAN,NOTES & WEIGHTS

R. Blaska

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2"

(3'-6

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29

49

39

39

19

1 1 1

1

2 2 2 210

3

6

5

+5'-6"

8

7

4

9

19

59 1'-1

0" (V

.I.F.)

(1'-6" M

IN.)

39

19

Otis







B

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'-10"

(E) F

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HT

16'-9

1 2" (E

) FLO

OR

HEI

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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

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CIN

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-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



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21'-1

01 2" (E

) FLO

OR

HEI

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'-53

4" (E

) FLO

OR

HEI

GH

T11

'-1" (

E) F

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EIG

HT

12'-6

" (E

136'

-41 4"

(E) E

LEV

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RAI

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'-0" (

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UID

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L16

'-0" (

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UID

ERAI

L16

'-0" (

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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

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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



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12'-6

" (E

) FLO

OR

HEI

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'-13

4" (E

) FLO

OR

HEI

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T16

'-91 2"

(E) F

LOO

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HT

16'-1

01 4" (E

) FLO

OR

HEI

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'-0" (

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L16

'-0" (

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UID

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L16

'-0" (

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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

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162

1'-0

"9'

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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




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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


R. Blaska

Otis







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




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GTO

ALESSIONPROF

.

#S3376exp. 12/09

B

NA

LDD

INDDE

N ENI

GNE

719

CPMC-3 SG 1679A

05/27/2008


R. Blaska

Otis







(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



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#S3376exp. 12/09

B

NA

LDD

INDDE

N ENI

GNE

819

CPMC-3 SG 1679A

05/27/2008

DRIVE MACHINEANCHORAGE

R. Blaska

Otis







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


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


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



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#S3376exp. 12/09

B

NA

LDD

INDDE

N ENI

GNE

919

CPMC-3 SG 1679A

05/27/2008

CONTROL EQUIPMENTANCHORAGE DETAILS

R. Blaska

Otis







(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


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


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


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

)



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S T R U T U R A AIN

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#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







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-



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"



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-



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"



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#S3376exp. 12/09

B

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LDD

INDDE

N ENI

GNE

1119

CPMC-3 SG 1679A

05/27/2008

GUIDERAIL & RAILCLIP / CLAMP DETAILS

R. Blaska

Otis







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


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"


111



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ALESSIONPROF

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#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







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


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



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#S3376exp. 12/09

B

NA

LDD

INDDE

N ENI

GNE

1319

CPMC-3 SG 1679A

05/27/2008

CAR GUIDERALBRACKET DETAILS

R. Blaska

Otis







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


(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) 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



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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

1419

CPMC-3 SG 1679A

05/27/2008

CAR GUIDERAILBRACKET DETAILS

R. Blaska

Otis







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,


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.


512

(N) PL38" x

512" x 7'-8" LG



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RETSI

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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

1519

CPMC-3 SG 1679A

05/27/2008

GUIDERAIL REIN-FORCING DETAILS

R. Blaska

Otis







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


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,


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.



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RETSI

G ER

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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

1619

CPMC-3 SG 1679A

05/27/2008

CAR GUIDERAIL REIN-FORCING DETAILS

R. Blaska

Otis







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


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


(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"




RO

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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







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


(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


(E) BLDG. BEAM

1'-034"± (E)

511

(E)

111

(E)

3/16(E)

3

(E) L4x312x3

8 x 1'-412"

LG (LLV) BRACKET



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RETSI

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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

1819

CPMC-3 SG 1679A

05/27/2008

CWT. GUIDERAILBRACKET DETAILS

R. Blaska

Otis








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"


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"


(N) PL58 x 5 x 6'-1" LG

(N) L3x3x38 x

1'-038" LG



RO

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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

Documents

E D D I N G T O N E N G I N E E R I N G CALIFORNIA PACIFIC