Rinker Bldg Expansion & Renovation - Eisenhower Medical Center - Moon Mayoras Architects by Sonia Moran

3’ − 2"

A901A 1’ − 6"

20 A1301

1’ − 0"

6.8

5.3

8’ − 0"

22’ − 6"

8’ − 2 3/8"

8’ − 0"

4 1’ − 0"

8’ − 0"

2.4 2

1’ − 0"

28’ − 0"

8’ − 2 3/8"

8’ − 0"

1’ − 0"

27’ − 0"

8’ − 2 3/8"

8’ − 0"

8’ − 2 3/8"

PARTITION LEGEND

0.5

1’ − 0"

28’ − 0"

8’ − 2 3/8"

0.7 29’ − 0"

8’ − 0"

8’ − 2 3/8"

1’ − 6"

8’ − 0"

3’ − 2"

1 A704

8’ − 7 5/8"

10 1-115

TECH OFFICE 1-017

(E) ELEV. MACH. ROOM 1-103

WAITING 1-104B

PATIENT TOILET 1-128A

PATIENT TOILET 1-127A

A703

OFFICE 1-006

7’ − 9 1/2"

11 1-116

PATIENT TOILET 1-131A

PATIENT TOILET 1-130A

PATIENT TOILET 1-129A

PATIENT TOILET 1-132A

PATIENT TOILET 1-133A

STORAGE 1-031

STAIR #3 1-000A

11’ − 0"

TEMPORARY WALL DURING CONSTRUCTION PHASE 1A TO UNDERSIDE OF BEAM

B.1

TEMPORARY DOOR DURING CONSTRUCTION PHASE 1A

13’ − 0"

(E) ELEV 3 1-198

(E) LOBBY 1-104

RECOVERY 1-130

SHORT STAY

RECOVERY 1-131

RECOVERY 1-132

RECOVERY 1-133

24’ − 0" 20’ − 0"

A802

CONSULT 1-124A

(E) 1−HR. FIRE−RESISTANCE−RATED PARTITION/CORRIDOR WALLS (20 MIN. OPENINGS)

(N) 1−HR. SMOKE PARTITION (20 MIN. OPENINGS)

2 A1201

(E) 1−HR. SMOKE PARTITION (20 MIN. OPENINGS)

− −

(N) 1−HR. FIRE−RESISTANCE−RATED PARTITION (45 MIN. OPENINGS)

2 A1201

(E) 1−HR. FIRE−RESISTANCE−RATED PARTITION (45 MIN. OPENINGS)

− −

(N) 2−HR. FIRE−RESISTANCE−RATED PARTITION (90 MIN. OPENINGS)

3 A1201

(E) 2−HR. FIRE−RESISTANCE−RATED PARTITION (90 MIN. OPENINGS)

− −

(N) 2−HR. FIRE−RESISTANCE−RATED SHAFT WALL ENCLOSURE PARTITION (90 MIN. OPENINGS)

4 A1201

(E) 2−HR. FIRE−RESISTANCE−RATED SHAFT WALL ENCLOSURE PARTITION (90 MIN. OPENINGS)

− −

SYMBOLS

SYMBOL DESCRIPTION

INDICATES DEPRESSED CONC. SLAB SEE STRUCTURAL

A HR BR CG CG

INDICATES CORNER GUARD. SEE SPEC. TYPE; REFER TO 15/A1204

(E) RECEPTION 1-121

1-181E

ALCOVE 1-174G

8’ − 0"

ALCOVE 1-174C

C-ARM ALCOVE 1-174E

ALCOVE 1-174F

8’ − 0"

SIM.

STOR. 1-188B

HSKP 1-190B

CART WASHER 1-189A

STORAGE 1-199B SPD TRAY STORAGE 1-200

DECONTAM/ CLEANUP 1-190A

3’ − 2"

7’ − 1 1/4" 1’ − 0"

8’ − 0"

8’ − 2 3/8"

1’ − 0"

8’ − 0" 1’ − 0"

32’ − 0"

8’ − 0"

8’ − 2 3/8"

30’ − 0"

8’ − 0" 1’ − 0"

8’ − 0"

8’ − 2 3/8"

8’ − 0"

32’ − 0"

1’ − 0" 8’ − 0"

3’ − 2" 1’ − 6"

Sim

8’ − 2 3/8"

8’ − 0"

8’ − 2 3/8"

8’ − 0"

1’ − 0" 30’ − 0"

A702

18’ − 8"

8’ − 0"

8’ − 2 3/8"

1’ − 0" 7’ − 4"

8’ − 0"

STERILIZERS 1-189

26’ − 0"

8’ − 0"

8’ − 2 3/8"

1’ − 0"

8’ − 0"

8’ − 0" 1’ − 0" 30’ − 0"

9.5

7.8

6.7

5.3

A801

A901

4.5

CONSULTANT:

EISENHOWER MEDICAL CENTER

RINKER BUILDING EXPANSION AND RENOVATION 39−000 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270

3 2.7

2.4 2

1 0.8

14’ − 4" 30’ − 0"

Q 1 A801

R R.2

APPROVALS

1’ − 0"

1’ − 6"

6’ − 6 1/8"

215’ − 4"

A Q.3

1’ − 6"

14’ − 1"

SIM.

3’ − 2"

18 A903

7 A704

17’ − 0"

SPD OFFICE 1-190D

ALCOVE 1-174D

3’ − 2"

1’ − 6"

CLEAN ASSEMBLY 1-188A

SCRUB 1-180E CORRIDOR 1-183D

78’ − 2"

STORAGE 1-190C

STORAGE 1-199A

3 A704

6’ − 10 1/2"

OR #8 1-191

OR #7 1-195

OR #6 1-196

ALCOVE 1-174H

1’ − 0"

ROUTER

A901

8’ − 0"

SIM.

11" 22’ − 2"

CORRIDOR 1-183C

STERILE CORE 1-193A

KEY PLAN

SIM.

8’ − 0"

SCRUB CORRIDOR 1-180C 1-183B

7’ − 7 1/2"

1’ − 0" 21’ − 3"

STAFF TOILET - F 1-186B

HALLWAY 1-186C

A801

Q.3

ROUTER

STAFF LOCKERS / SHOWER - F 1-186A

7’ − 7 1/2"

18 A903

PHYS DICTATION 1-184

SIM.

8’ − 0"

7’ − 7 1/2" 8’ − 0"

8’ − 8"

107’ − 6"

A901

OR #3 1-192

OR #4 1-194

55" MONITOR

SATELLITE PHARMACY 1-198

STAFF TOILET - M 1-185B

OR #5 1-197

3 A704

7’ − 7 1/2"

8’ − 0"

1’ − 0" 13’ − 6"

RECESSED DIGITAL BOARD 1-183E

ROUTER

STAFF LOCKERS / SHOWER - M 1-185A

K.5

120’ − 2"

STAFF LOUNGE 1-187A

1’ − 0"

STOR. 1-182D CORRIDOR

PANTRY 1-187B

BREAKDOWN 1-149

HALLWAY 1-185C

SCRUB 1-180D

STORAGE 1-182B

VESTIBULE 1-187C

TEMPORARY CONSTRUCTION PHASE 1B

CORRIDOR 1-183A

EXISTING EXTERIOR SLIDING GLASS DOOR WITH BREAKWAY FEATURE

K.4

13’ − 6"

A901

8’ − 8"

A901

EXISTING DOOR

21’ − 3"

A901

SIM.

11"

22’ − 2"

29’ − 11 3/4"

2 A704

1’ − 6"

10 A704

BIOMED 1-149B

SCHED. 1-152

C-ARM 1-174A

SEISMIC JOINT

A703

20’ − 8 1/4"

CORRIDOR 1-150

(E) LINEN STORAGE 1-151

(E) STERILE STORAGE 1-153

8’ − 0"

SIM.

(E) CLEAN-UP DECONTAM 1-155

EXISTING 6"x 18GA METAL STUDS

(E) STAIR A 1-101

EMPLOYEE / DOCTORS ENTRANCE 186

(E) SOILED HOLDING 1-148

55" MONITOR

8’ − 0"

A901

ELECT. 1-182A

(E) PORTABLE X-RAY STOR. 1-116

(E) LOBBY A 1-111

(E) SOILED LINEN 1-147

(E) PASSAGE 1-117A

(E) STERILIZER (E) HSKP 1-154 1-156

ALCOVE 1-174B

(E) ACCESSIBLE MEN 1-144

1’ − 0"

1’ − 11"

6 30’ − 0"

8 A704

CLOSET 1-156A

OR #2 (E) 1-157

(E) SUB STERILE 1-158

10"

TELECOM 1-182C

7’ − 7 1/2"

3’ − 7"

17’ − 0"

12’ − 7 1/2"

OR #1 (E) 1-162

9 A704

(E) CORRIDOR 1-180C

(E) SCRUB 1-161

(E) ACCESSIBLE WOMEN (E) ELEV. 1 1-180 1-145

16’ − 5 1/2"

15’ − 2"

2’ − 9"

(E) PASSAGE 1-117B

COVERED PARKING

8’ − 0"

(E) ELECT. ROOM 1-105

A703

(E) CLEAN STOR. 1-119

A702

7’ − 7 1/2"

4’ − 4" 11’ − 8"

(E) PUMP ROOM 1-109

(E) TEL. 1-107 CORRIDOR 1-146

(E) ACCESS (E) MALE TOILET LOCKERS 1-118A (E) FEMALE 1-118 (E) ACCESS LOCKERS TOILET 1-115 1-115A

(E) CORRIDOR 1-180B (E) FEC

(E) JAN/STOR. 1-142

(E) ELEV MECH. ROOM 1-110

8’ − 0"

12’ − 4"

(E) OFFICE 1-175

(E) STAFF LOUNGE 1-177

(E) CORRIDOR 1-180A

(E) EXAM/TREATMENT 1-113

(N) FEC

7’ − 7 1/2"

7’ − 6"

92’ − 6"

(E) ELEC. 1-108

(E) NURSE STATION 1-112A

(E) VEST 1-178

(E) POST OP 1-167

ICE

FLOOR PLAN KEYNOTES

MANAGER OFFICE 1-135

CORRIDOR 1-140C

MACHINE

(E) ACCESS TOILET 1-120E

(E) OFFICE 1-176

(E) PREP/HOLDING 1-166

FOOD CART

(E) PAIN CLINIC 1-112

1-179

(E) DRESS 1-172

(E) NURSE STATION 1-165

_ 1 9 5' -32 "

(E) FAMILY CONSULT 1-163

(E) SOILED UTILITY 1-171

CORRIDOR 1-140B

(E) ACCESS. TOILET(E) ACCESS 1-173 TOILET

HSKP 1-136 NOURISH PT. TLT. 1-126C ICE 1-141

8’ − 0"

(E) CORRIDOR 1-170

CLEAN STORAGE 1-137

MEDS 1-138

NOTE: FOR TYPICAL SYMBOLS SEE SHEET A002

FOOD CART

1’ − 0"

(E) CLEAN 1-169

SOILED UTILITY 1-139

PT. TLT. 1-143

INDICATES NEW OVERHEAD COILING DOOR, REFER TO SHEET A403

A−−A

RECOVERY 1-134 1’ − 6"

1’ − 0"

ELECTRICAL OUTLET

CART

(E) MEDICAL GAS (E) 1-168 MEDICATION 1-164

27’ − 0"

A701 -

NURSE STATION 1-126B

1’ − 9"

(E) WORK AREA 1-122

INDICATES NEW WINDOW, REFER TO WINDOW SCHEDULE SHEET A402

Room Name DOOR SCHEDULE 1i REFER TO XX SHEET A401

DATA

2’ − 0"

2ND & 3RD FLOOR TEMP. EXIT STAIR BY GC

FLOOR ELECTRICAL BOX

ALCOVE 1-140D

(E) WAITING 1-124

RECESSED DIALYSIS CONNECTION BOX INDICATES EXISTING EXTERIOR WINDOW TO REMAIN

INDICATES FIRE EXTINGUISHER CABINET. SEE DETAILS 7/A1204 & 7/A1205 INDICATES HOSE BIBB, SEE PLUMBING PLANS

F.E.C.

SYMBOL DESCRIPTION

INDICATES EXP. JOINT AT GROUND FLR. INDICATES EXP. JOINT AT FIRST FLR. INDICATES MTL. FENCING MATERIAL, SEE SPECS.

INDICATES HANDRAIL OR BUMPER RAIL SEE DET’S. 13 & 14/A1204

B.1

6 A1302

SYMBOLS

A703

NURSE STATION 1-126A

3’ − 2"

FIRST FLOOR COMPOSITE PLAN-PHASE 1A & 1B 3/32" = 1’−0"

0’

10’

21’

32’

0.5

ARCHITECT:

REVISIONS MOON . MAYORAS ARCHITECTS, INC.

655 ’G’ STREET, SUITE A SAN DIEGO, CA. 92101 PHONE (619) 235−9780 FAX (619) 235−9773 www.moonmayoras.com

− −

FLOOR PLAN LEGEND

34’ − 8"

CORRIDOR 1-140A

PCU009

13’ − 0"

(E) OFFICE 1-122A

(E) FEC

RECOVERY 1-129

(N) 1−HR. FIRE−RESISTANCE−RATED 2 PARTITION/CORRIDOR WALLS (20 MIN. OPENINGS) A1201

5 3.5 008

R.2

RECOVERY 1-128

C' 1

(E) ELEV 2 1-199

8’ − 0"

RECOVERY 1-127

(E) OFFICE 1-102

90’ − 0 1/2"

8 1-113

MEN PUBLIC RESTROOM 1-003

8’ − 0"

PHYSICAL THERAPY GYM 1-028

− −

10’ − 0 1/2" 1’ − 0" 8’ − 0"

1’ − 3 3/4" 4’ − 8 1/4" 14’ − 4"

7 1-112

9 1-114

OFFICE 1-016

STORAGE 1-015

1-002A

3’ − 10 3/4"

5’ − 5 1/2" 6’ − 5"

MODALITY 1-027

HALLWAY 1-018A

WOMEN PUBLIC RESTROOM 1-004

A901A

1 A1201

20’ − 9"

1’ − 0" 19’ − 0"

27’ − 9 1/2"

LOBBY 1-002

EXAM #1 1-021

STAFF TOILET 1-026

SUB WAITING 1-018

HSKP 1-011

TELECOM 1-005

EXAM #2 1-020B

SOILED HOLDING 1-019

PATIENT TLT. 1-014

VESTIBULE 1-012

VESTIBULE 1-001

BARIATRIC 1-020A

TECH OFFICE 1-023

5’ − 5 1/2"

FUTURE MRI PATIENT FUTURE EQUIPMENTHALLWAY TLT. DRESSING 1-007 1-012A 1-013 RM 1-006A

3’ − 10 3/4"

16’ − 4" 18’ − 0"

105’ − 4 1/2"

A802

ELECT. 1-009

18’ − 9 7/8"

C'.1 1

FUTURE MRI CONTROL ROOM 1-006

6 1-111

10’ − 6"

5 1-110

1’ − 6"

STAIR #2 1-100

4 1-109

HALLWAY 1-020D

3’ − 2"

HALLWAY 1-020C

EVALUATION 1-030

8’ − 0" 1’ − 0" 8’ − 0"

SIMULATOR 1-022

FUTURE MRI 1-008

STAFF LOUNGE 1-025

3 1-108

7’ − 7 1/2"

1-028A

2 1-107

8’ − 0" 1’ − 0" 8’ − 0"

HAND THERAPY 1-020

1 1-106

7’ − 7 1/2"

OFFICE 1-024

7’ − 7 1/2"

24’ − 0"

14 A903

SIM.

1’ − 6"

3’ − 2"

(N) PARTITION NON−RATED, NON−COMBUSTIBLE, NON−BEARING FIRE RESISTIVE CONSTRUCTION (E) PARTITION NON−RATED, NON−COMBUSTIBLE, NON−BEARING FIRE RESISTIVE CONSTRUCTION

1 1

CLASSROOM 1-010

ALL IDEAS, DESIGN ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF MOON MAYORAS ARCHITECTS INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF MOON MAYORAS ARCHITECTS, INC.

4.6

A801 190’ − 4"

1’ − 0"

22’ − 6"

8’ − 2 3/8"

1’ − 0"

24’ − 0"

6’ − 11 3/4"

6.3

3’ − 2"

1’ − 6"

5/4/2018 11:12:53 AM

9.2

REVISIONS

SHEET TITLE PROJECT:

B40303.01

SCALE: DRAWN:

MBS

CHECKED:

RMM

APPROVED: DATE:

FIRST FLOOR COMPOSITE PLAN− PHASE 1A & 1B

As indicated

VHS

APRIL 13, 2018

SHEET NUMBER

A201

1’ − 6"

3’ − 2"

1’ − 0"

6.31’ − 0"6

24’ − 0"

6’ − 11 3/4"

5.3

22’ − 6"

8’ − 2 3/8"

8’ − 0"

22’ − 6"

8’ − 2 3/8"

8’ − 0"

8’ − 2 3/8"

1’ − 0" A701

8’ − 0"

1’ − 0"

28’ − 0" 8’ − 0"

8’ − 0"

1’ − 0"

2.4 2

1’ − 0"

0.7

8’ − 0"

29’ − 0"

8’ − 2 3/8"

8’ − 0"

8’ − 2 3/8"

1’ − 6"

8’ − 0"

PARTITION LEGEND

0.5

1’ − 0"

27’ − 0"

8’ − 2 3/8"

3’ − 2"

8’ − 7 5/8"

VESTIBULE 1-001

5’ − 5 1/2" 6’ − 5"

1’ − 3 3/4" 14’ − 4"

MEN PUBLIC RESTROOM 1-004 WOMEN 1-002A PUBLIC RESTROOM 1-003

ART

A703

(E) ELEV. MACH. ROOM 1-103

11’ − 0"

3’ − 2"

PATIENT TOILET 1-128A

OFFICE 1-006

1’ − 6" 24’ − 0"

23’ − 5" 8’ − 0" 1’ − 0"

90’ − 0 1/2"

20’ − 0"

(E) 1−HR. FIRE−RESISTANCE−RATED PARTITION/CORRIDOR WALLS (20 MIN. OPENINGS)

(N) 1−HR. SMOKE PARTITION (20 MIN. OPENINGS)

2 A1201

(E) 1−HR. SMOKE PARTITION (20 MIN. OPENINGS)

− −

(N) 1−HR. FIRE−RESISTANCE−RATED PARTITION (45 MIN. OPENINGS)

2 A1201

(E) 1−HR. FIRE−RESISTANCE−RATED PARTITION (45 MIN. OPENINGS)

− −

(N) 2−HR. FIRE−RESISTANCE−RATED PARTITION (90 MIN. OPENINGS)

3 A1201

(E) 2−HR. FIRE−RESISTANCE−RATED PARTITION (90 MIN. OPENINGS)

− −

(N) 2−HR. FIRE−RESISTANCE−RATED SHAFT WALL ENCLOSURE PARTITION (90 MIN. OPENINGS)

4 A1201

(E) 2−HR. FIRE−RESISTANCE−RATED SHAFT WALL ENCLOSURE PARTITION (90 MIN. OPENINGS)

− −

FLOOR PLAN LEGEND SYMBOLS

SYMBOL DESCRIPTION

2 1-113B

STAFF TOILET - F 1-186B

HALLWAY 1-186C

CORRIDOR 1-183C

OR #8 1-191 STORAGE 1-190C

CLEAN ASSEMBLY 1-188

SCRUB 1-180E

8’ − 0"

C-ARM ALCOVE 1-174E

ALCOVE 1-174F

HSKP 1-190B

8’ − 0"

ALCOVE 1-174D

8’ − 0"

SPD OFFICE 1-190D

CORRIDOR 1-183D ALCOVE 1-174C

STOR. 1-188B CART WASHER 1-189A

SPD TRAY STORAGE 1-200

STORAGE 1-199B

STERILIZERS 1-189

14’ − 1"

DECONTAM/ CLEANUP 1-190A

1’ − 0"

8’ − 0" 1’ − 0"

8’ − 0"

8’ − 2 3/8"

8’ − 0" 1’ − 0"

32’ − 0"

8’ − 0"

8’ − 2 3/8"

30’ − 0"

8’ − 0" 1’ − 0"

8’ − 0"

8’ − 2 3/8" 32’ − 0"

8’ − 0"

1’ − 0"

8’ − 2 3/8" Sim

1 A702

3’ − 2"

8’ − 0" 30’ − 0"

8’ − 0"

8’ − 2 3/8"

1’ − 0"

8’ − 0"

18’ − 8"

8’ − 0"

8’ − 2 3/8"

1’ − 0" 7’ − 4"

8’ − 0" 26’ − 0"

8’ − 0"

8’ − 2 3/8"

1’ − 0"

8’ − 0"

8’ − 0" 30’ − 0"1’ − 0"

6’ − 6 1/8" 1’ − 0"

7.8

6.7

5.3

209’ − 0"

CONSULTANT:

EISENHOWER MEDICAL CENTER

RINKER BUILDING EXPANSION AND RENOVATION 39−000 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270

1’ − 6" 78’ − 2"

3 2.7

2.4 2

N.1

Q.5

1 0.8

R R.2

1 4.5

17’ − 0"

KEY PLAN

APPROVALS

1’ − 6" 3’ − 2"

1’ − 6"

9.5

M.5

3’ − 2"

EXIT

7’ − 1 1/4"

EXISTING EXTERIOR SLIDING GLASS DOOR WITH BREAKWAY FEATURE

8’ − 0"

ALCOVE 1-174H

7’ − 7 1/2"

3’ − 2"

STAFF LOUNGE 1-187A STAFF TOILET - M 1-185B

STAFF LOCKERS / SHOWER - F 1-186A

STORAGE 1-199A

21’ − 3"

8’ − 0" 8’ − 0"

OR #3 1-192

OR #7 1-195

EXISTING DOOR

K.5

117’ − 0"

OR #6 1-196

STAFF LOCKERS / SHOWER - M 185A

RECESSED DIGITAL BOARD PHYS 1-183E DICTATION 1-184

STERILE CORE 1-193A

ALCOVE 1-174G

PANTRY 1-187B

HALLWAY 1-185C

SCRUB CORRIDOR 1-180C 1-183B

BREAKDOWN 1-149

BIOMED 1-201

SCHED. 1-152

VESTIBULE 1-187C

13’ − 6"

C-ARM ALCOVE 1-174G

OR #4 1-194

K.4

30’ − 0"

SOILED UTILITY 1-153

SCRUB 1-180D

OR #5 1-197

29’ − 11 3/4"

EXIT

CORRIDOR 1-150

CORRIDOR 1-183A

SEISMIC JOINT

8’ − 8"

STORAGE 1-193

17’ − 0"

20’ − 8 1/4"

11"

CORRIDOR 1-120D

CLOSET 1-156A

22’ − 2"

C-ARM 1-159

EMPLOYEE/DOCTORS ENTRANCE 176

SOILED 1-151

11 1-115D

(E) CORRIDOR 1-191A ANES WKRM. 1-154

EXISTING 6"x 18GA METAL STUDS

EXIT

CLEAN LINEN 1-160

3’ − 2"

10 1-115C

EQUIPMENT STORAGE 1-155

1’ − 6" 14’ − 4"

9 1-115B

(E) PUMP 1-109

(E) ELEV. MACH. 1-110

1’ − 0"

8 1-115A

OR #2 (E) 1-157

STORAGE 1-116

CORRIDOR 1-120C

POST OP

Room Name DOOR SCHEDULE 1i REFER TO XX SHEET A401

1-111

PT. TOILET 1-117

7 1-114C

A702

6’ − 10 1/2"

6 1-114B

INDICATES NEW OVERHEAD COILING DOOR, REFER TO SHEET A403

A−−A

NOTE: FOR TYPICAL SYMBOLS SEE SHEET A002

(E) WOMENS STAFF TLT. 1-145 (E) ELEV. 1 (E) STAIR #1 HSKP 1-180 1-101 EXIT 1-142 (E) MENS STAFF TLT CORRIDOR 1-144 1-146 (E) TEL 1-107 (E) LOBBY

MEDS 1-118

NURSE STATION 1-112

INDICATES NEW WINDOW, REFER TO WINDOW SCHEDULE SHEET A402

FLOOR PLAN KEYNOTES

(E) PT TOILET 1-120E

NOURISH 1-119

CORRIDOR 1-120B

8’ − 0"

(E) OFFICE 1-175

(E) ELEC. 1-108

1 1-113A

5 1-114A

ELECT. 1-182A

CORRIDOR 1-183B

MANAGER OFFICE 1-135

78’ − 2"

ELECTRICAL OUTLET

1’ − 6"

7’ − 7 1/2" 8’ − 0"

1-126C

FOOD CART

CORRIDOR 1-120A

POST OP

STORAGE 1-182B

8’ − 0"

DATA

FOOD NOURISH CART

PT. TOILET 1-141 CORRIDOR 1-140C

FLOOR ELECTRICAL BOX

8’ − 0"

12’ − 7 1/2"

ALCOVE 1-160

HSKP 1-136

PATIENT CARE SUITE

RECESSED DIALYSIS CONNECTION BOX INDICATES EXISTING EXTERIOR WINDOW TO REMAIN

INDICATES FIRE EXTINGUISHER CABINET. SEE DETAILS 7/A1204 & 7/A1205 INDICATES HOSE BIBB, SEE PLUMBING PLANS

F.E.C.

8’ − 0"

1’ − 11"

Sim 17’ − 0"

7’ − 7 1/2"

1’ − 0" 1’ − 0"

(E) OFFICE 1-176

(E) SCRUB 1-161 (E) SUB STERILE 1-158

ADU (IV)

3 1-113C

4 1-113D

(E) CORRIDOR 180B

OR #1 (E) 1-162

CLEAN STORAGE 1-137

MEDS 1-138

CORRIDOR 1-140B

(E) PT. TOILET 1-179

1’ − 0"

SOILED UTILITY 1-139

INDICATES CORNER GUARD. SEE SPEC. TYPE; REFER TO 15/A1204

SYMBOL DESCRIPTION

INDICATES EXP. JOINT AT GROUND FLR. INDICATES EXP. JOINT AT FIRST FLR. INDICATES MTL. FENCING MATERIAL, SEE SPECS.

INDICATES HANDRAIL OR BUMPER RAIL SEE DET’S. 13 & 14/A1204

CG CG

A703

RECOVERY 1-190

SYMBOLS

INDICATES DEPRESSED CONC. SLAB SEE STRUCTURAL

Sim

8’ − 0"

(E) 4’ − 4" (E) 11’ − 8" (E) 16’ − 0"

NURSE STATION 1-126B

ACCUDOSE

OR MANAGER OFFICE 1-177

5’ − 6" 30’ − 0" 13’ − 6" 30’ − 10"

34’ − 8"

7’ − 7 1/2"

(E) 12’ − 4"

(E) PREP/HOLDING 1-166

PRE OP

(E) ELECT. ROOM 1-105

SATELLITE PHARMACY 1-198

RECOVERY 1-174

ICE

(E) VEST 1-178

180A

EXIT

RECOVERY 1-181

0.5

ARCHITECT:

FIRST FLOOR SAFETY PLAN - PHASE 2 3/32" = 1’−0"

0’

10’

21’

REVISIONS MOON MAYORAS ARCHITECTS, INC.

32’

REVISIONS

SHEET TITLE PROJECT:

B40303.01

SCALE: DRAWN:

Author Checker

APPROVED: DATE:

FIRST FLOOR COMPOSITE PLAN − PHASE 2

As indicated

CHECKED:

655 ’G’ STREET, SUITE A SAN DIEGO, CA. 92101 PHONE (619) 235−9780 FAX (619) 235−9773 www.moonmayoras.com

− −

B.1

8’ − 0"

(E) SOILED UTILITY 1-171

(E)

107’ − 6"

22’ − 2"

EXIT

7’ − 7 1/2"

(E) 7’ − 6"

(E) DRESSING 1-172

EXIT CORRIDOR

STOR. 1-182D

RECOVERY 1-182

PATIENT DISCHARGE 473

NURSE STATION 1-126A

(E) PT. TOILET 1-173

PT. TOILET 1-163

1’ − 6"

STAIR #3 1-000A

(N) 1−HR. FIRE−RESISTANCE−RATED 2 PARTITION/CORRIDOR WALLS (20 MIN. OPENINGS) A1201

7’ − 7 1/2"

MEDICATION 1-164

(E) POST OP 1-167

TELECOM 1-182C

RECOVERY 1-183

CORRIDOR 1-140A

SHORT STAY

CONSULT 1-124A

PT. TOILET 1-143

(E) NURSE STATION 1-165

RECOVERY 1-185

CART

_ 9 5' -31 2"

3’ − 2"

16’ − 5 1/2"

(E) 13’ − 0" (E) 27’ − 0"

Sim

92’ − 6"

PATIENT TOILET 1-133A

1’ − 0"

RECOVERY 1-186

(E) CORRIDOR 1-170

(E) MEDICAL GAS 1-168

A703

R.2

PATIENT TOILET 1-132A

1’ − 0"

RECOVERY 1-187

(E) (E) WORKROOM RECEPTION 1-122 1-121

Q.3

PATIENT TOILET 1-131A

− −

1’ − 0"

(E) OFFICE 1-102

(E) WAITING ROOM 1-124

(E) CLEAN 1-169

PATIENT TOILET 1-130A

ALCOVE 140D

EXIT

PATIENT TOILET 1-129A

1 A1201

7’ − 7 1/2"

(E) ELEV 2 1-199

(E) OFFICE 1-122A

2ND & 3RD FLOOR TEMP. EXIT STAIR BY GC

11 116

STORAGE 1-031

5 3.5 008

10 115

2 HR ’B’ OCCUPANCY SEPARATION

Sim

(E) 13’ − 0"

PATIENT REGISTRATION 1-123

8’ − 0"

STORAGE 1-015

9 114

HR BR

OFFICE 1-016

PATIENT TOILET 1-127A

TV NICHE

(E) ELEV 3 1-198

TECH OFFICE 1-017

8 113

EXIT

B B.1

PHYSICAL THERAPY GYM 1-028

HALLWAY 1-018A

7 112

PHYSICAL THERAPY GYM 1-028B

Sim

8’ − 0"

4’ − 8 1/4"

MODALITY 1-027

1’ − 9"

3’ − 10 3/4"

LOBBY 1-002

6 111

20’ − 9"

1’ − 0" 19’ − 0"

27’ − 9 1/2"

18’ − 0"

105’ − 4 1/2"

TELECOM HSKP 1-005 1-011

EXIT

STAFF TOILET 1-026

SIMULATOR 1-022

SUB WAITING 1-018

SOILED HOLDING 1-019

PATIENT TLT. 1-014

VESTIBULE 1-012

EXAM #1 1-021

5 110

5’ − 5 1/2"

3’ − 10 3/4"

18’ − 10"

MRI HALLWAY EQUIPMENT 1-012A 1-007

HALLWAY 1-020D

4 109

10’ − 6"

16’ − 4"

CONTROL ROOM 1-006

ELECT. 1-009

PATIENT EXAM #2 TLT. BARIATRIC 1-020B 1-013 1-020A

1-028A

7’ − 7 1/2"

HALLWAY 1-020C

STAIR #2 -

C'.1

EVALUATION 1-030

TECH. OFFICE 1-023

3 108

8’ − 0" 1’ − 0" 8’ − 0"

24’ − 0"

CLASSROOM 1-010

A701

HAND THERAPY 1-020

MRI 1-008

STAFF LOUNGE 1-025

2 107

10’ − 0 1/2" 1’ − 0" 8’ − 0"

1 106

7’ − 7 1/2"

OFFICE 1-024

2’ − 0"

(N) PARTITION NON−RATED, NON−COMBUSTIBLE, NON−BEARING FIRE RESISTIVE CONSTRUCTION (E) PARTITION NON−RATED, NON−COMBUSTIBLE, NON−BEARING FIRE RESISTIVE CONSTRUCTION

Sim

3 28’ − 0"

8’ − 0" 8’ − 2 3/8"

4.6

190’ − 4"

1’ − 6"

5/4/2018 11:18:08 AM

9.2

Approver

APRIL 13, 2018

SHEET NUMBER

A201A

A901A

1’ − 0"

20 A1301

24’ − 0" 8’ − 2 3/8"

8’ − 0"

5.3

1’ − 0"

190’ − 4"

4.51’ − 0"

1’ − 0"

2.4 2

1 1’ − 0"

0.7

1’ − 0"

PARTITION LEGEND

0.5

11’ − 6" 8’ − 2 3/8"

8’ − 0"

8’ − 2 3/8"

8’ − 0"

8’ − 2 3/8"

8’ − 0"

8’ − 2 3/8"

8’ − 0"

8’ − 2 3/8"

8’ − 0"

8’ − 2 3/8"

8’ − 0"

8’ − 7 5/8"

DN UP 8’ − 0" 1’ − 0"

STAIR #2 2-100

BALCONY 2-301 2

90’ − 0 1/2"

20’ − 0"

1 A802

STAIR #3 2-000A DN

11’ − 0"

(N) 1−HR. FIRE−RESISTANCE−RATED 2 PARTITION/CORRIDOR WALLS (20 MIN. OPENINGS) A1201

(E) 1−HR. FIRE−RESISTANCE−RATED PARTITION/CORRIDOR WALLS (20 MIN. OPENINGS)

(N) 1−HR. SMOKE PARTITION (20 MIN. OPENINGS)

2 A1201

(E) 1−HR. SMOKE PARTITION (20 MIN. OPENINGS)

− −

(N) 1−HR. FIRE−RESISTANCE−RATED PARTITION (45 MIN. OPENINGS)

2 A1201

(E) 1−HR. FIRE−RESISTANCE−RATED PARTITION (45 MIN. OPENINGS)

− −

(N) 2−HR. FIRE−RESISTANCE−RATED PARTITION (90 MIN. OPENINGS)

3 A1201

(E) 2−HR. FIRE−RESISTANCE−RATED PARTITION (90 MIN. OPENINGS)

− −

(N) 2−HR. FIRE−RESISTANCE−RATED SHAFT WALL ENCLOSURE PARTITION (90 MIN. OPENINGS)

4 A1201

(E) 2−HR. FIRE−RESISTANCE−RATED SHAFT WALL ENCLOSURE PARTITION (90 MIN. OPENINGS)

− −

SYMBOLS

SYMBOL DESCRIPTION

B.1

OPEN

INDICATES CORNER GUARD. SEE SPEC. TYPE; REFER TO 15/A1204

D 13’ − 0"

DATA ELECTRICAL OUTLET

INDICATES NEW WINDOW, REFER TO WINDOW SCHEDULE SHEET A402

INDICATES NEW OVERHEAD COILING DOOR, REFER TO SHEET A403

A−−A

NOTE: FOR TYPICAL SYMBOLS SEE SHEET A002

78’ − 2"

27’ − 0"

Room Name DOOR SCHEDULE 1i REFER TO XX SHEET A401

7’ − 6"

FLOOR PLAN KEYNOTES

EXISTING 6"x 18GA METAL STUDS

SEISMIC JOINT

EXISTING DOOR

EXISTING EXTERIOR SLIDING GLASS DOOR WITH BREAKWAY FEATURE

12’ − 4"

92’ − 4 1/4"

FLOOR ELECTRICAL BOX

RECESSED DIALYSIS CONNECTION BOX INDICATES EXISTING EXTERIOR WINDOW TO REMAIN

INDICATES FIRE EXTINGUISHER CABINET. SEE DETAILS 7/A1204 & 7/A1205 INDICATES HOSE BIBB, SEE PLUMBING PLANS

F.E.C.

SYMBOL DESCRIPTION

INDICATES EXP. JOINT AT GROUND FLR. INDICATES EXP. JOINT AT FIRST FLR. INDICATES MTL. FENCING MATERIAL, SEE SPECS.

INDICATES HANDRAIL OR BUMPER RAIL SEE DET’S. 13 & 14/A1204

CG CG

6 A1302

13’ − 0"

SYMBOLS

INDICATES DEPRESSED CONC. SLAB SEE STRUCTURAL HR BR

34’ − 8"

11’ − 8"

16’ − 10 1/4"

4’ − 4"

H J

6 A904

16’ − 0"

K.4 K.5

M ROOF ACCESS

A901

CHEM FEED

M.5

FT-1

12’ − 9"

FC-1

KEY PLAN

BT-1

HWP-1HWP-2 SB-1

SB-2

SB-3

FUTURE

CT-1

B-1

FC-2

B-2

N N.1 EF-4

EF-3

13’ − 6"

120’ − 6 1/4"

11’ − 9"

AHU-6

EF-2

EF-5 FC-3

Q.3

EF-1

Q.5

R R.2

APPROVALS

32’ − 0"

30’ − 0"

13’ − 4"

12’ − 8"

215’ − 9"

9.5

7.8

6.7

5.3

4.5

CONSULTANT:

EISENHOWER MEDICAL CENTER

RINKER BUILDING EXPANSION AND RENOVATION 39−000 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270

2.4

0.8

SECOND/PENTHOUSE COMPOSITE FLOOR PLAN-PHASE 1A &1B 3/32" = 1’−0"

0’

0.5

ARCHITECT:

10’

21’

REVISIONS MOON MAYORAS ARCHITECTS, INC.

32’

REVISIONS

SHEET TITLE PROJECT:

B40303.01

SCALE:

As indicated

DRAWN:

Checker

APPROVED: DATE:

SECOND FLOOR/PENTHOUSE COMPOSITE FLOOR PLAN−PHASE 1A &1B

Author

CHECKED:

655 ’G’ STREET, SUITE A SAN DIEGO, CA. 92101 PHONE (619) 235−9780 FAX (619) 235−9773 www.moonmayoras.com

− −

FLOOR PLAN LEGEND

10’ − 6"

10’ − 0 1/2" 1’ − 0" 8’ − 0"

OPEN

107’ − 10 1/4"

8’ − 0"

− −

5’ − 5 1/2"

7’ − 7 1/2"

A901A

1 A1201

20’ − 9"

OPEN

105’ − 4 1/2"

A802

8’ − 0" 1’ − 0" 8’ − 0"

TELECOM 2-304

C'.1

7’ − 7 1/2"

SHELL SPACE 2-305

ELECT. 2-303

24’ − 0"

23’ − 5"

SHELL SPACE 2-302

(N) PARTITION NON−RATED, NON−COMBUSTIBLE, NON−BEARING FIRE RESISTIVE CONSTRUCTION (E) PARTITION NON−RATED, NON−COMBUSTIBLE, NON−BEARING FIRE RESISTIVE CONSTRUCTION

1’ − 6"

6’ − 11 3/4"

11’ − 0"

6.31’ − 0"6

3’ − 2"

5/4/2018 11:18:36 AM

9.2

Approver

APRIL 13, 2018

SHEET NUMBER

A202

5/4/2018 11:19:06 AM

9.2

6.7

6.3 6

5.3

4.5

20 A1301

1 A901A 24’ − 0"

2.4 2

0.7

PARTITION LEGEND

0.5

190’ − 4" 22’ − 6"

17’ − 0"

28’ − 0"

13’ − 0"

15’ − 4" 28’ − 0"

10’ − 8"

27’ − 0"

29’ − 0"

24’ − 0"

4’ − 8"

22’ − 6"

A605

STAIR #2 3-100

ROOF

(N) AIR HANDLING UNIT

ROOF

20’ − 0"

16’ − 4"

A606

90’ − 0 1/2"

ROOF ACCESS

C'.1

(N) MECHANICAL SCREEN WALL (11’)

VESTIBULE ROOF

A607

A901A

A905

8’ − 0"

EXAM B2 3-128

EXAM B3 3-129

EXAM C2 3-130

EXAM C3 3-131

EXAM D1 3-132

EXAM D2 3-133

ACCESS EXAM E3 3-142

EXAM E2 3-135

EXAM E1 3-134

6 A904

EXAM A1 3-123

MD OFFICE 3-117

M.D. STA. 3-118

DICT "A"DICT "D" 3-120 3-113

A/V 3-065

WAITING 3-066

WORK RM 3-069

PAT. TLT 3-107

RECEPTION 3-102

MD OFFICE 3-007

7’ − 6"

(E) 1−HR. SMOKE PARTITION (20 MIN. OPENINGS)

− −

(N) 1−HR. FIRE−RESISTANCE−RATED PARTITION (45 MIN. OPENINGS)

2 A1201

(E) 1−HR. FIRE−RESISTANCE−RATED PARTITION (45 MIN. OPENINGS)

− −

(N) 2−HR. FIRE−RESISTANCE−RATED PARTITION (90 MIN. OPENINGS)

3 A1201

(E) 2−HR. FIRE−RESISTANCE−RATED PARTITION (90 MIN. OPENINGS)

− −

(N) 2−HR. FIRE−RESISTANCE−RATED SHAFT WALL ENCLOSURE PARTITION (90 MIN. OPENINGS)

4 A1201

(E) 2−HR. FIRE−RESISTANCE−RATED SHAFT WALL ENCLOSURE PARTITION (90 MIN. OPENINGS)

− −

X-RAY 3-160

FINANCIAL ADVISOR 3-103

ADMIN ASSISTANT 3-008 ALL GENDER ALL GENDER TLT TLT 3-307 3-306

COPY/POSTAGE 3-013

4’ − 4"

A/R OFFICES 3-014

STAFF TOILET 3-151

ELEC 3-062

FILM LIBR. 3-064

HC DRSG 3-154

CORRIDOR 3-150

CORRIDOR 3-155

WORK 3-159

INDICATES CORNER GUARD. SEE SPEC. TYPE; REFER TO 15/A1204

ELECTRICAL OUTLET

EXAM F3 3-145

A−−A

INDICATES NEW OVERHEAD COILING DOOR, REFER TO SHEET A403

Room Name DOOR SCHEDULE 1i REFER TO XX SHEET A401

FLOOR PLAN KEYNOTES

NEW SCHEDULING 3-068

EXISTING 6"x 18GA METAL STUDS

SEISMIC JOINT

EXISTING DOOR

EXISTING EXTERIOR SLIDING GLASS DOOR WITH BREAKWAY FEATURE

JAN 3-063

CLOSET 3-061

CLO 3-033

TOILET 3-034

COMPUTER 3-032

NEW OFFICE 3-022

STORAGE 3-060

OFFICE 3-024

OFFICE 3-037B MRI 3-039

K.4

OFFICE 3-058

10"

K.5

I.T. OFFICES 3-019

COMPUTER RM. OFFICE 3-038

Room 3-017

5’ − 6"

INDICATES NEW WINDOW, REFER TO WINDOW SCHEDULE SHEET A402

NOTE: FOR TYPICAL SYMBOLS SEE SHEET A002

OFFICE 3-059

SEISMIC JT.

M 11

A901

KEY PLAN 30’ − 0"

30’ − 0"

ROOF ACCESS

M.5

INDICATES FIRE EXTINGUISHER CABINET. SEE DETAILS 7/A1204 & 7/A1205 INDICATES HOSE BIBB, SEE PLUMBING PLANS FLOOR ELECTRICAL BOX

COFFEE 3-147

SCHED 3-152B

RECESSED DIALYSIS CONNECTION BOX INDICATES EXISTING EXTERIOR WINDOW TO REMAIN

SCHEDULE 3-152A

X-RAY 3-157

DARK ROOM 3-163

DRESSING ROOM 3-037A

ZIMMER LEARNING CENTER 3-035

Room 3-016

CG CG

SYMBOL DESCRIPTION

INDICATES EXP. JOINT AT GROUND FLR. INDICATES EXP. JOINT AT FIRST FLR. INDICATES MTL. FENCING MATERIAL, SEE SPECS.

INDICATES HANDRAIL OR BUMPER RAIL SEE DET’S. 13 & 14/A1204

NEW EXAM 3-146

CORRIDOR 3-149

A/V 3-110

MRI RECEPTION / WAITING 3-037

CONTROL ROOM 3-036

STG 3-161

CORRIDOR 3-141

DICT "F" 3-139

M.D. STA. 3-115

DRSG 3-153

N/S 3-138

SYMBOLS

CORRIDOR 3-041

STORAGE 3-035A

Room 3-015

SYMBOL DESCRIPTION

F.E.C.

3’ − 2"

27’ − 0"

MD OFFICE 3-011

11’ − 8"

N/S 3-114

SUB-WTG 3-109

HC MD TLT. 3-004

OFFICE 3-012

MD OFFICE D3 M.D. STA. 3-136 3-137

CORRIDOR 3-067

MD OFFICE 3-006

12’ − 4"

B.1

78’ − 2"

N/S 3-119

LOBBY 3-001

MD OFFICE 3-010

15’ − 2"

2 A1201

EXAM F2 3-144

92’ − 6"

(N) 1−HR. SMOKE PARTITION (20 MIN. OPENINGS)

17’ − 0"

13’ − 0" 13’ − 0"

MD OFFICE 3-009

EXAM F1 3-143

CORRIDOR 3-116

EXAM A2 3-125

STG 3-055

DATA

− −

1’ − 6" 14’ − 4"

11’ − 0"

EXAM A3 3-126

CONFERENCE / LIBRARY 3-002

(E) 1−HR. FIRE−RESISTANCE−RATED PARTITION/CORRIDOR WALLS (20 MIN. OPENINGS)

HR BR

SEISMIC JT.

ACCESS EXAM B1 3-127

INDICATES DEPRESSED CONC. SLAB SEE STRUCTURAL

5’ − 5 1/2"

SEISMIC JT.

(N) 1−HR. FIRE−RESISTANCE−RATED 2 PARTITION/CORRIDOR WALLS (20 MIN. OPENINGS) A1201

SYMBOLS

10’ − 6"

5’ − 5 1/2" 6’ − 5"

LOWER ROOF

13’ − 6"

N 13’ − 6"

N PENTHOUSE ROOF

8’ − 8"

N.1 107’ − 6"

Q.3 21’ − 3"

11"

21’ − 3"

Q.5

22’ − 2"

R.2

APPROVALS S 1’ − 6"

− −

FLOOR PLAN LEGEND

A901A 10

1 A1201

A802

78’ − 2"

A802

20’ − 9"

18’ − 0"

105’ − 4 1/2"

PASSSAGEWAY 3-401

(N) PARTITION NON−RATED, NON−COMBUSTIBLE, NON−BEARING FIRE RESISTIVE CONSTRUCTION (E) PARTITION NON−RATED, NON−COMBUSTIBLE, NON−BEARING FIRE RESISTIVE CONSTRUCTION

1’ − 6"

32’ − 0"

30’ − 0"

32’ − 0"

30’ − 0"

18’ − 8"

7’ − 4"

26’ − 0"

1’ − 6" 3’ − 2"

30’ − 0"

THIRD FLOOR (EXISTING) & NORTH SCREEN WALL 3/32" = 1’−0"

0’

9.5

7.8

6.8

6.3 6

5.3

4.6 CONSULTANT:

EISENHOWER MEDICAL CENTER

RINKER BUILDING EXPANSION AND RENOVATION 39−000 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270

2.4

0.8

10’

21’

32’

0.5 ARCHITECT:

REVISIONS MOON MAYORAS ARCHITECTS, INC.

REVISIONS

SHEET TITLE PROJECT:

B40303.01

SCALE:

As indicated

DRAWN:

Author

CHECKED:

655 ’G’ STREET, SUITE A SAN DIEGO, CA. 92101 PHONE (619) 235−9780 FAX (619) 235−9773 www.moonmayoras.com

Checker

APPROVED: DATE:

THIRD FLOOR (EXISTING) NORTH SCREEN WALL PHASE 1A AND 1B

Approver

APRIL 13, 2018

SHEET NUMBER

A203

5/4/2018 11:19:52 AM

9.2

6.8 6.7

4’ − 6"

2’ − 0"

D' + 6"

+ 6"

11"

C'.1 EQ

C'.1

11"

C' + 2"

2’ − 0"

C'.1

B' + 6"

2’ − 0"

4’ − 6"

9.2 3

9.5

9.2

7.8

ROOF PLAN FIRST FLOOR PARTIAL - NORTH EXPANSION

1/8" = 1’−0"

6.8 6.7

6.3

5.3

4.6

4.5

6.8 6.7

PASSAGE WAY ROOF 1/8" = 1’−0"

2.7

2.4

0.8 0.7

0.5

20 A1301

3’ − 2"

+ 7"

+ 2" + 11.5"

+ 2"

ROOF DRAIN AND OVERFLOW TYPICAL

+ 2"

3’ − 0"

RIDGE

E' + 2" 3’ − 0"

RIDGE

3’ − 0"

+ 7" 2’ − 0"

2’ − 0"

3’ − 0"

+ 7"

2’ − 0"

+ 7"

D' AHU

+ 9"

RIDGE

RIDGE + 11"

C'.1

+ 11"

RIDGE

+ 10"

+ 11"

C'.1

C' 1

3’ − 0"

A901A

+ 2"

A905

3’ − 0"

2’ − 0"

A607

+ 2"

2’ − 0"

3’ − 0"

+ 2"

10 3’ − 0"

RIDGE

A802

3’ − 2"

+ 2" 2’ − 0"

+ 6"

B.1

B.1 6 A607

+ 8"

GENERAL NOTES

+ 8"

THE ROOF SYSTEM INSULATION (SPRAYED POLYURETHANE FOAM) TO PROVIDE AN AVERAGE R−VALUE OF R−19

ROOF DRAINS AND OVERFLOW DRAINS (TOTAL OF TWO) TO BE INCLUDED AT THE VESTIBULE 141 ROOF

PROVIDE ROOF TOP WALK PADS PER DETAIL 1 / A606

1 A607

APPROVALS 9.5 1

9.2

7.8

6.8 6.7

6.3

5.3

4.6 4.5

2.7

2.4

0.8 0.7

0.5

SECOND FLOOR ROOF PLAN - NORTH EXPANSION 1/8" = 1’−0"

CONSULTANT:

EISENHOWER MEDICAL CENTER

RINKER BUILDING EXPANSION AND RENOVATION 39−000 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270

ARCHITECT:

REVISIONS MOON MAYORAS ARCHITECTS, INC.

REVISIONS

SHEET TITLE PROJECT:

B40303.01

SCALE: DRAWN:

Author Checker

CHECKED:

655 ’G’ STREET, SUITE A SAN DIEGO, CA. 92101 PHONE (619) 235−9780 FAX (619) 235−9773 www.moonmayoras.com

APPROVED: DATE:

NORTH EXPANSION ROOF PLAN

As indicated

Approver

APRIL 13, 2018

SHEET NUMBER

A601

5/4/2018 11:20:10 AM

9.2

9.5

7.8

6.8

6.7

6.3

5.3

4.6

4.5

2.7

1 10 A704

0.8 0.7

0.5

6 A904

K +11"

K.4 7 A607

K.5 L

A901

+11"

K.4 K.5 L

+ 2"

+ 3.5"

+ 2" 8’ − 0"

2’ − 0"

+ 3.5"

RIDGE

+ 2"

3’ − 0"

2’ − 0"

+ 3.5"

RIDGE

2’ − 0"

+ 11"

ROOF DRAIN AND OVERFLOW TYPICAL

+ 2" 3’ − 0"

+ 2"

3’ − 0"

3’ − 10"

+ 12"

RIDGE

+ 12"

M.5

M.5 ROOF ACCESS HATCH

13 A606

N 13

+ 11"

RIDGE

+ 12"

RIDGE

+ 12"

+12"

N.1 Q

1 A801

+ 10"

A606

+ 10"

+ 2"

3’ − 0"

2’ − 0"

+ 2"

RIDGE

+ 2"

Q.5 3’ − 0"

RIDGE

3’ − 0"

+ 2"

2’ − 0"

+ 2"

RIDGE

Q.5

2’ − 0"

Q.3 2’ − 0"

Q.3

R.2

R.2 3’ − 10"

RIDGE

8’ − 0"

+ 8"

RIDGE

+ 8"

RIDGE

+ 8"

+ 8" + 8"

3’ − 0"

3’ − 10"

+ 8"

+ 2"

8’ − 0"

+ 8"

3’ − 0"

+ 8"

+2" 2’ − 0"

A901

2’ − 0"

+ 2" 2’ − 0"

3’ − 0"

+ 8"

2 A801

9.2

9.5

7.8

6.8

6.7

6.3

5.3

4.6

4.5

2.7

2.4

0.8 0.7

0.5

ROOF PLAN - SECOND LEVEL 1/8" = 1’−0"

6.7

5.3

4.5

2.4

+ 8"

+ 5"

+ 5" 4’ − 8"

+ 2"

RIDGE

3’ − 0"

M.5

2’ − 0"

M.5

2’ − 0"

ROOF DRAIN AND OVERFLOW TYPICAL

+ 10" + 7"

+ 7"

RIDGE

N.1

GENERAL NOTES

1 3’ − 0"

A801

+ 2"

4’ − 8"

THE ROOF SYSTEM INSULATION (SPRAYED POLYURETHANE FOAM) TO PROVIDE AN AVERAGE R−VALUE OF R−19

2’ − 0"

A606

Q.5

ROOF DRAINS AND OVERFLOW DRAINS (TOTAL OF TWO) TO BE INCLUDED AT THE VESTIBULE 141 ROOF

Q.5 + 5"

PROVIDE ROOF TOP WALK PADS PER DETAIL 1 / A606

+ 5"

+ 8"

APPROVALS 6.7

5.3

2 A801

4.5

2.4

PENTHOUSE ROOF PLAN

0’

8’

16’

24’

1/8" = 1’−0"

CONSULTANT:

EISENHOWER MEDICAL CENTER

RINKER BUILDING EXPANSION AND RENOVATION 39−000 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270

ARCHITECT:

REVISIONS MOON MAYORAS ARCHITECTS, INC.

655 ’G’ STREET, SUITE A SAN DIEGO, CA. 92101 PHONE (619) 235−9780 FAX (619) 235−9773 www.moonmayoras.com

REVISIONS

SHEET TITLE PROJECT:

B40303.01

SCALE: DRAWN:

MBS

CHECKED:

RMM

APPROVED: DATE:

SOUTH EXPANSION ROOF PLAN

As indicated

VHS

APRIL 13, 2018

SHEET NUMBER

A602

5/4/2018 11:20:31 AM

14 -

10’−0" MAX. TYP.

CONTINUOUS SLOPED SHEET METAL COPING. CRIMP TO CONTINUOUS CLEAT.

ATTACH TO HSS PER STRUCTURAL DRAWINGS HEADER PER DETAIL 7/A1203

C L

17 −−

C L

CONTINUOUS SLOPED SHEET METAL CAP. CRIMP TO CONTINUOUS CLEAT.

BOX HEADER FRAMING; PER DETAIL 17/A605

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS OVER METAL STUDS 4’−5 1/4"

DRIP EDGE TYP. HSS PER STRUCTURAL DRAWINGS EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS OVER METAL STUDS

SLOPE

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS

11’ − 6"

11’−9"

HSS PER STRUCTURAL DRAWINGS

4’−9 3/4"

HSS TUBE PER STRUCTURAL DRAWINGS

HSS PER STRUCTURAL DRAWINGS

18 −−

C L

6" x 16 GAUGE METAL STUDS AT 16" O.C. BETWEEN HSS TUBES

3/8" THICK PLATE PER STRUCTURAL DRAWINGS

HSS PER STRUCTURAL DRAWINGS

C L

SPRAY POLYURETHANE FOAM ROOF COATING WITH PROTECTIVE TOP COATING

METAL STUD BOX FRAMING C L

C L

3" = 1’−0"

J−MOLD PLASTER STOP

HSS PER STRUCTURAL

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS

HSS PER STRUCTURAL

BACKER ROD AND SEALANT

STEEL PLATE ANCHORED TO CONCRETE DECK WITH (4) EXPANSION BOLTS PER STRUCTURAL DRAWINGS

5’−6"

CONCRETE OVER METAL DECK PER STRUCTURAL DRAWINGS

3/8" THICK PLATE WELDED TO HSS PER STRUCTURAL DRAWINGS

STEEL PLATE PER STRUCTURAL DRAWINGS

SECTION VIEW

STEEL PLATE ANCHORED TO CONCRETE DECK WITH (4) EXPANSION BOLTS PER STRUCTURAL DRAWINGS

CONCRETE OVER METAL DECK PER STRUCTURAL DRAWINGS STEEL PLATE PER STRUCTURAL DRAWINGS

ELEVATION VIEW

PLAN VIEW "A"

HSS TUBE PER STRUCTURAL DRAWINGS

SPRAY POLYURETHANE FOAM ROOF COATING WITH PROTECTIVE TOP COATING

C L

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS

C L

6" X 16 GAUGE METAL STUDS AT 16" O.C.

HSS PER STRUCTURAL DRAWINGS

HSS PER STRUCTURAL

BACKER ROD AND SEALANT

HSS PER STRUCTURAL

PLAN VIEW "B"

J−MOLD PLASTER STOP

ROOF SCREEN - BRACE ATTACHMENT

3" = 1’−0"

ROOF SCREEN PLAN VIEW A

1" = 1’−0"

ROOF SCREEN PLAN VIEW B 1" = 1’−0"

DRAIN STRAINER BASKET

INSIDE AND OUTSIDE HANDLES WITH PADLOCK HASPS

PULL UP LOOP LADDER UP SAFETY POST (SQUARE TUBING)

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS

3/8" THICK PLATE WELDED TO HSS PER STRUCTURAL DRAWINGS

ATTACH TO HSS PER STRUCTURAL DRAWINGS. HEADER PER DETAIL 7/A203

LOCK STRIKE AND PADLOCK HASP

TAMPER PROTECTIVE COATING TOWARD DRAIN BOWL TO PROVIDE POSITIVE DRAINAGE TYP.

PROTECTIVE COATING EXTENDED INTO DRAIN BOWL

SPRAY POLYURETHANE FOAM ROOF WITH PROTECTIVE TOP COATING

−

OPTIONAL: ADDITIONAL THICKNESS OF PROTECTED COATING AT AREA OF DEPRESSION

HOLD OPEN ARM

FRAME WITH CAP−FLASHING (CORNERS FULLY WELDED)

J−MOLD WEEP SCREED PLASTER STOP TYP.

OVERFLOW STRAINER BASKET

1/4" PER FOOT SLOPE TO DRAIN

LIFTING MECHANISM 42"

6" x 16 GAUGE METAL STUDS AT 16" O.C.

1" THICK FIBERGLASS INSULATED SCUTTLE HATCH COVER

HSS TUBE PER STRUCTURAL DRAWINGS

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS

CLAMPING RING

SEALANT TYP.

LEAD FLASHING AS REQUIRED POLYURETHANE FOAM 5 1/2" DIMENSION

ROOF DECK: PREPARE AS REQUIRED FOR ROOF DRAINS

DRIP FLASHING TYP.

CAST IRON DRAIN BOWL

CLAMPING RING DECK CLAMP

1" RIDGED FIBERBOARD INSULATION

HSS TUBE PER STRUCTURAL DRAWINGS

2" MIN.

SPRAY POLYURETHANE FOAM ROOF COATING WITH PROTECTIVE TOP COATING

CAST IRON DRAIN BOWL

24" ROOF DRAIN

OVERFLOW DRAIN

SECTION VIEW

PROTECTIVE COATING EXTENDED INTO DRAIN BOWL

DRAIN RISER TYP. CAST IRON DRAIN PIPES

ROOF SCREEN - HORIZONTAL HSS

3" = 1’−0"

ROOF SCREEN - JOINT AT BRACE

ISOMETRIC VIEW

LOCK UP BRACKET

3" = 1’−0"

TYP.

1 1/2"

1/8"

TAMPER PROTECTIVE COATING TOWARD DRAIN BOWL TO PROVIDE POSITIVE DRAINAGE

INSTALL COMPATIBLE SEALANT BETWEEN CLAMPING RING AND PROTECTIVE COATING

CLAMP BRACKET WITH S.S. MOUNTING BOLTS

STRAINER BASKET

ROOF DECK: PREPARE AS REQUIRED

1 MIN. THICKNESS OVER CANT STRIP 6" x 16 GAUGE METAL STUDS AT 16" O.C. BETWEEN HSS TUBES

SPRAY POLYURETHANE FOAM ROOF COATING WITH PROTECTIVE TOP COATING

OPTIONAL: ADDITIONAL THICKNESS OF PROTECTED COATING (TAMPER PROTECTIVE COATING 12" FROM EDGE OF DRAIN BOWL)

ROOF DRAIN AND OVERFLOW - SECTION VIEW

1" = 1’−0"

ROOF DRAIN 12" = 1’−0"

1/2" x 3 1/2" M.B. AT EA. CLIP TYPICAL C L

BRACKET: 8" x 3" x 1/4" THICK x 3" PAINTED BENT PLATE

C L

TAMPER PROTECTIVE COATING TOWARD DRAIN BOWL TO PROVIDE POSITIVE DRAINAGE TYP.

SECTION VIEW

PLATE PER STRUCTURAL DRAWINGS

OPTIONAL: ADDITIONAL THICKNESS OF PROTECTED COATING AT AREA OF DEPRESSION

C L

FINISH FLOOR

OVERFLOW TO HAVE RING 2" ABOVE THE DRAIN INLET

24"

NOTE: SPRAY POLYURETHANE FOAM ROOF WITH PROTECTIVE TOP COATING − SLOPE TO DRAIN WITH A MIN. OF 1/4" PER FOOT

12" TYP.

C L

12" MAX.

1 1/2" x 3" x 1/4" CHANNEL BETWEEN (2) 6" 16 GAUGE METAL STUDS 4" APART SET IN NOTCHED FLANGE OF CHANNEL TYPICAL AT EACH HANDRAIL

OVERFLOW STRAINER BASKET

C L

STEEL LADDER 3/8" x 2" PAINTED BAR HANDRAILS 18" APART WITH 1 1/2" DIA. PIPE RUNGS AT 12" O.C.

± 2’−2"

(4) EXPANSION ANCHORS PER STRUCTURAL DRAWINGS

DRAIN STRAINER BASKET

C L

FOAM CANT

NOTE: PROTECTIVE COATING TO EXTEND INTO DRAIN BOWL TYPICAL

NOTE: PROVIDE #4 LEAD FLASHING AS REQUIRED AT ROOF DRAINS

2" 1/

V 1 AL TO /4" LE M Y D IN R . AI S N LO TY P P. E

SPRAY POLYURETHANE FOAM ROOF COATING WITH PROTECTIVE TOP COATING

1/4" x 18" TEMPERED HARDBOARD SET IN MASTIC OVER 5/8" GYPSUM BOARD

7’−0" O.C. MAX. TYP.

8" MIN.

2" MIN.

HSS TUBE PER STRUCTURAL DRAWINGS

ROOF DRAIN

−

OVERFLOW DRAIN

PE O P. SL Y EY . T LL MIN AIN VA 4" R 1/ O D T

2’−0"

20 −− 8"

ROOF SCREEN - CAP FLASHING

2’−3"

15 −−

19 −−

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS

APPROVALS

± 4’−2"

PLAN VIEW

CONCRETE OVER METAL DECK PER STRUCTURAL DRAWINGS

ROOF SCREEN - BASE / BRACE ATTACHMENT

3" = 1’−0"

ROOF ACCESS HATCH

1" = 1’−0"

CONSULTANT:

EISENHOWER MEDICAL CENTER

RINKER BUILDING EXPANSION AND RENOVATION 39−000 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270

ROOF DRAIN AND OVERFLOW - PLAN VIEW 1" = 1’−0"

ARCHITECT:

REVISIONS MOON MAYORAS ARCHITECTS, INC.

REVISIONS

SHEET TITLE PROJECT:

B40303.01

SCALE: DRAWN:

Author

CHECKED:

655 ’G’ STREET, SUITE A SAN DIEGO, CA. 92101 PHONE (619) 235−9780 FAX (619) 235−9773 www.moonmayoras.com

Checker

APPROVED: DATE:

ROOF DETAILS − DETAILS

As indicated

Approver

APRIL 13, 2018

SHEET NUMBER

A605

5/4/2018 11:21:07 AM

GLASS TYPE LEGEND

0.5

0.7 0.8

2.4

2.7

4.5 4.6

5.3

6.3

6.7 6.8

7.8

9.2

SG VG TSG GLAZING) TVG GLAZING)

9.5

SPANDREL GLASS (SINGLE GLAZING) VISION GLASS (DOUBLE GLAZING) TEMPERED SPANDREL GLASS (SINGLE TEMPERED VISION GLASS ( DOUBLE

2 A801

T.O.P. PENHOUSE 57' - 0"

T.O.P. PASSAGE WAY 44' - 6" PASSAGE WAY ROOF 42' - 0" B

T.O.P. SECOND LEVEL 29' - 6"

THIRD FLOOR 28' - 0"

THIRD FLOOR 28' - 0" 3 3’ − 4 3/4"4’ − 7 1/4" 2’ − 1 1/4" 5’ − 1 1/4"3’ − 4 3/4" 4’ − 6"

A901

FIRST FLOOR 0"

VESTIBULE ROOF 14' - 0"

10’ − 0"

23’ − 0"

SECOND FLOOR 15' - 0"

T.O.P. VESTIBULE 15' - 0"

FIRST FLOOR 0" X

NORTH ELEVATION 1/8" = 1’−0"

C'.1

B.1

K.4 K.5

M.5

N.1 Q

Q.3 Q.5

R R.2

1 A801

T.O.P. PENHOUSE 57' - 0"

T.O.P. PASSAGE WAY 44' - 6" PASSAGE WAY ROOF 42' - 0"

PENTHOUSE 42' - 0"

SECOND FLOOR 15' - 0"

10’ − 0"

T.O.P. FIRST LEVEL 16' - 6"

16’ − 6"

3’ − 4 3/4" 4’ − 6" 2’ − 0" 5’ − 0" 3’ − 4 3/4" 4’ − 6"

T.O.P. VESTIBULE 15' - 0"

PENTHOUSE ROOF 28' - 0"

5’ − 0"

THIRD FLOOR 28' - 0"

VESTIBULE ROOF 14' - 0"

T.O.P. PENTHOUSE 29' - 0"

3’ − 6"

15’ − 0"

T.O.P. SECOND LEVEL 29' - 6"

4’ − 6" 2’ − 0"

23’ − 0"

T.O. MECH. SCREEN 39' - 8"

FIRST FLOOR 0"

APPROVALS

WEST ELEVATION 1/8" = 1’−0"

CONSULTANT:

EISENHOWER MEDICAL CENTER

RINKER BUILDING EXPANSION AND RENOVATION 39−000 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270

ARCHITECT:

REVISIONS MOON MAYORAS ARCHITECTS, INC.

655 ’G’ STREET, SUITE A SAN DIEGO, CA. 92101 PHONE (619) 235−9780 FAX (619) 235−9773 www.moonmayoras.com

REVISIONS

SHEET TITLE PROJECT:

B40303.01

SCALE:

1/8" = 1’−0"

DRAWN:

MBS

CHECKED:

RMM

APPROVED: DATE:

VHS

APRIL 13, 2018

EXTERIOR ELEVATIONS

SHEET NUMBER

A701

5/4/2018 11:21:28 AM

GLASS TYPE LEGEND

9.5

9.2

7.8

6.8 6.7

6.3

5.3

4.6 4.5

2.7

2.4

0.8

0.7

SG VG TSG GLAZING) TVG GLAZING)

0.5

SPANDREL GLASS (SINGLE GLAZING) VISION GLASS (DOUBLE GLAZING) TEMPERED SPANDREL GLASS (SINGLE TEMPERED VISION GLASS ( DOUBLE

2 A801

T.O.P. PENTHOUSE 29' - 0"

T.O.P. SECOND LEVEL 29' - 6"

PENTHOUSE ROOF 28' - 0"

THIRD FLOOR 28' - 0"

T.O.P. FIRST LEVEL 16' - 6"

3 A901

13’ − 0"

16’ − 6"

T.O.P. FIRST LEVEL 16' - 6"

10’ − 0"

FIRST FLOOR 0"

SECOND FLOOR 15' - 0"

10’ − 0"

SECOND FLOOR 15' - 0"

FIRST FLOOR 0"

SOUTH ELEVATION 1/8" = 1’−0"

R.2

Q.5 Q.3

N.1

M.5

K.5 K.4

B.1

C'.1

1 A801

T.O.P. PENHOUSE 57' - 0" T.O.P. PASSAGE WAY 44' - 6" PASSAGE WAY ROOF 42' - 0" T.O. MECH. SCREEN 39' - 8" T.O.P. SECOND LEVEL 29' - 6"

T.O.P. PENTHOUSE 29' - 0"

THIRD T.O.GG FLOOR 28' - 0"

T.O.P. FIRST LEVEL 16' - 6"

SECOND FLOOR 15' - 0" 23’ − 0"

SECOND FLOOR 15' - 0"

10’ − 0"

T.O.P. PENHOUSE 57' - 0"

FIRST FLOOR 0"

FIRST FLOOR 0" P

APPROVALS

EAST ELEVATION 1/8" = 1’−0"

CONSULTANT:

EISENHOWER MEDICAL CENTER

RINKER BUILDING EXPANSION AND RENOVATION 39−000 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270

ARCHITECT:

REVISIONS MOON MAYORAS ARCHITECTS, INC.

655 ’G’ STREET, SUITE A SAN DIEGO, CA. 92101 PHONE (619) 235−9780 FAX (619) 235−9773 www.moonmayoras.com

REVISIONS

SHEET TITLE PROJECT:

B40303.01

SCALE:

1/8" = 1’−0"

DRAWN:

MBS

CHECKED:

RMM

APPROVED: DATE:

VHS

APRIL 13, 2018

EXTERIOR ELEVATIONS

SHEET NUMBER

A702

5/4/2018 11:21:54 AM

BUILDING SECTIONS LEGEND SHADDED AREA INDICATES EXISTING BUILDING TO REMAIN (NOT PART OF THIS PERMIT) EXISTING CONCRETE FOUNDATION, AND GRADE BEAMS (TO REMAIN), SEE STRUCTURAL DRAWINGS

9.5

9.2

7.8

6.8 6.7 6.3 6

5.3

4.6 4.5

2.7

2.4 2

0.8 0.7

0.5 CORRIDOR FIRE RATED WALLS, SEE FLOOR PLANS

EXISTING BUILDING STRUCTURE TO REMAIN, SEE STRUCTURAL PLANS

BUILDING SECTION KEYNOTES

T.O.P. PENTHOUSE 29' - 0"

PENTHOUSE ROOF 28' - 0" 15 A902

PENTHOUSE -

CONC. CURB AT PENTHOUSE

T.O.P. FIRST LEVEL 16' - 6"

CONC. CURB AT PENTHOUSE

SECOND FLOOR 15' - 0" STORAGE 1-199B

10’ − 0"

T.O.P. PENHOUSE 57' - 0"

STORAGE 1-199A

OR #6 1-196

CORRIDOR 1-183B

OR #8 1-191

OR #7 1-195

CORRIDOR 1-183C

CLEAN ASSEMBLY 1-188A

STORAGE 1-190C

FIRST FLOOR 0"

EAST / WEST BUILDING SECTION PHASE 1B 3/32" = 1’−0"

C'.1

B B.1 C

K K.4 K.5 L

M.5

N.1

Q Q.3 Q.5

R.2

3 A901A

T.O.P. PENHOUSE 57' - 0" 8 A901

1 A901A

EXAM C3 3-131

CORRIDOR 3-116

N/S 3-114

MD OFFICE 3-117

M.D. STA. 3-115

SUB-WTG 3-109

CORRIDOR 3-067

HC DRSG 3-154

CORRIDOR 3-155

WORK 3-159

DARK ROOM 3-163

CORRIDOR 3-041

CLO 3-033

COMPUTER 3-032

T.O.P. PENTHOUSE 29' - 0"

15 A902

I.T. OFFICES 3-019

PENTHOUSE ROOF 28' - 0" CAST 2-115

EXAM 2-079

EXAM 2-078

EXAM 2-077

HALL 2-095

OFFICE 2-103

OFFICE 2-104

HALL 2-111

DRESSING 2-105

STORAGE 2-106

HALL 2026

COUNTER HALL 2-047 2-116

NURSE STATION 2-030

STG. 2-037

DR. 2-039

T.O.P. FIRST LEVEL 16' - 6"

PENTHOUSE CONC. CURB AT PENTHOUSE

CONC. CURB AT PENTHOUSE

SECOND FLOOR 15' - 0"

(E) PAIN CLINIC 1-112

(E) EXAM/TREATMENT 1-113

(E) FEMALE LOCKERS 1-115

(E) PASSAGE 1-117B

(E) STERILE STORAGE 1-153

CORRIDOR 1-183A

OR #3 1-192

STERILE CORE 1-193A

ALCOVE 1-174F

OR #8 1-191

SPD TRAY STORAGE 1-200

FIRST FLOOR 0"

NORTH / SOUTH BULDING SECTION PHASE 1B 3/32" = 1’−0"

APPROVALS

CONSULTANT:

EISENHOWER MEDICAL CENTER

RINKER BUILDING EXPANSION AND RENOVATION 39−000 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270

ARCHITECT:

REVISIONS MOON MAYORAS ARCHITECTS, INC.

REVISIONS

SHEET TITLE PROJECT:

B40303.01

SCALE: DRAWN:

SXI

CHECKED:

655 ’G’ STREET, SUITE A SAN DIEGO, CA. 92101 PHONE (619) 235−9780 FAX (619) 235−9773 www.moonmayoras.com

VSH

APPROVED: DATE:

BUILDING SECTIONS

As indicated

Approver

APRIL 13, 2018

SHEET NUMBER

A801

5/4/2018 11:22:07 AM

9.5

9.2

7.8

6.8 6.7 6.3 6

5.3

4.6 4.5

3 2.7 2.4 2

0.8 0.7

0.5

T.O. MECH. SCREEN 39' - 8"

PASSAGE WAY ROOF 42' - 0" 2 A901A

CONC. CURB AT CURTAIN WALL

CONC. CURB AT EXTERIOR WALL

T.O.P. SECOND LEVEL 29' - 6" PENTHOUSE ROOF 28' - 0"

THIRD FLOOR 28' - 0" T.O.P. VESTIBULE 15' - 0"

TELECOM 1-005

VESTIBULE 1-001

LOBBY 1-002

HALLWAY 1-012A

SECOND FLOOR 15' - 0"

23’ − 0"

VESTIBULE ROOF 14' - 0"

10’ − 0"

T.O.P. PASSAGE WAY 44' - 6"

HALLWAY 1-018A PHYSICAL THERAPY GYM 1-028

PHYSICAL THERAPY GYM 1-028B

FIRST FLOOR 0"

BUILDING SECTION NORTH EXPANSION3 PHASE A 3/32" = 1’−0"

APPROVALS

CONSULTANT:

EISENHOWER MEDICAL CENTER

RINKER BUILDING EXPANSION AND RENOVATION 39−000 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270

ARCHITECT:

REVISIONS MOON MAYORAS ARCHITECTS, INC.

REVISIONS

SHEET TITLE PROJECT:

B40303.01

SCALE: DRAWN:

Author

CHECKED:

655 ’G’ STREET, SUITE A SAN DIEGO, CA. 92101 PHONE (619) 235−9780 FAX (619) 235−9773 www.moonmayoras.com

Checker

APPROVED: DATE:

BUILDING SECTIONS

3/32" = 1’−0"

Approver

APRIL 13, 2018

SHEET NUMBER

A802

5/4/2018 11:22:32 AM

SECTION KEYNOTES

M L

8 A902

9.5

M 4’ − 10 1/2"

6’ − 4"

T.O.P. PASSAGE WAY 44' - 6"

6’ − 4"

T.O.P. PASSAGE WAY 44' - 6"

6’ − 4"

T.O.P. FIRST LEVEL 16' - 6" SECOND FLOOR 15' - 0"

PENTHOUSE 42' - 0"

PENTHOUSE ROOF SLAB 38' - 0"

6’ − 6"

7 3/4"

ZIMMER LEARNING CENTER 10’ − 0"

3-035

SATELLITE PHARMACY 1-198

FIRST FLOOR 0"

THIRD FLOOR 28' - 0"

SECTION AT PLASTER WALL 3/8" = 1’−0"

4" STUD

HALL 2-015

0.5 1’ − 6"

EXAM

1 A904

2-020 CONC. CURB AT PENTHOUSE

8 A902

CONC. CURB AT PENTHOUSE

4 A904

T.O.P. FIRST LEVEL 16' - 6"

2 A904

SECOND FLOOR 15' - 0"

6’ − 6"

SECOND FLOOR 15' - 0"

5" SEISMIC JOINT 5" SEISMIC JOINT

5" SEISMIC JOINT

OR #2 (E)

C-ARM

1-157

1-174A

10’ − 0"

STAFF LOUNGE 1-187A

OR #2 (E)

C-ARM

1-157

1-174A

FIRST FLOOR 0"

SECTION AT EXISTING FIN WALL 3/8" = 1’−0"

SECTION AT EXISTING CURTAIN WALL 3/8" = 1’−0"

SECTION AT EXTERIOR PLASTER WALL

3/8" = 1’−0"

SECTION AT CURTAIN WALL 3/8" = 1’−0"

9.5 9.5

4’ − 10 1/2"

T.O.P. FIRST LEVEL 16' - 6" Level 2 15' - 0"

T.O.P. FIRST LEVEL 16' - 6" PENTHOUSE ROOF LEVEL 15' - 0"

Second Floor 15' - 0"

6’ − 6"

FIRST FLOOR 0"

8 A902

STERILIZERS

STORAGE 1−182A

1-189

10’ − 0"

2’ − 3"

EXISTING VERTICAL CURTAIN WALL SPLICE JOINT

APPROVALS First Floor 0' - 0"

RINKER BUILDING EXPANSION AND RENOVATION 39−000 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270

FIRST FLOOR 0"

SECTION AT FIN WALL

3/8" = 1’−0"

CONSULTANT:

EISENHOWER MEDICAL CENTER

FIRST FLOOR 0"

ARCHITECT:

SECTION AT FIN ( SOUTH) 3/8" = 1’−0"

REVISIONS MOON MAYORAS ARCHITECTS, INC.

655 ’G’ STREET, SUITE A SAN DIEGO, CA. 92101 PHONE (619) 235−9780 FAX (619) 235−9773 www.moonmayoras.com

REVISIONS

SHEET TITLE PROJECT:

B40303.01

SCALE:

3/8" = 1’−0"

DRAWN:

MBS

CHECKED:

RMM

APPROVED: DATE:

VHS

APRIL 13, 2018

WALL SECTIONS

SHEET NUMBER

A901

5/4/2018 11:24:27 AM

24’−11

0.5

A1301

1_ " 2

12’−10" 14 TREADS @ 11" 15 RISERS @ 6.66"

LANDING

10’−0"

−

STAIR #3

6’−2"

10’−1" 11 TREADS @ 11" 12 RISERS @ 7" 1_ " 23’−10 2

"A" − FIRST FLOOR PLAN VIEW

(INSIDE FACE OF STRINGER)

B.1

9 A1301

LANDING

10’−0"

−

STAIR #3

6’−2"

10’−1" 11 TREADS @ 11" 12 RISERS @ 7"

"B" − SECOND FLOOR PLAN VIEW

(INSIDE FACE OF STRINGER)

B.1

STAIRS #3 - FIRST AND SECOND FLOOR PLANS 1/4" = 1’−0"

0.5

0.5 THIRD FLOOR ROOF

THIRD FLOOR ROOF 29’−0"

29’ − 0" W10x12

W10x12

12 −

−

SECOND FLOOR

SECOND FLOOR 15’−0"

15’ − 0" W10 x 15

W10 x 15

5 A1301

1 A1301

SIM.

6’−8" MIN. CLEAR

1’ − 1 1/4"

1 1/2" X 1 1/2" X 16 GA. GALV. Z−BAR @ 16" O.C.

A1301

SIM.

FIRST FLOOR

FIRST FLOOR 0’−0"

0’ − 0"

2 1/2" X 20 GA. STEEL STUDS @ 16" O.C.

SECTION VIEW

(2) HILTI A.145" O X−4 FASTENERS PER Z−BAR W/ 1’4" MIN. PENETRATION INTO STRUCTURAL STEEL

BEAM PER STRUCTURAL DRAWINGS

A1301

SIM.

SECTION VIEW

A1301

STAIRS #3 - SECTION LOOKING SOUTH

1/4" = 1’−0"

6’−8" MIN. CLEAR

A1301

5/8" GYP BOARD TYP.

1’ − 2 1/4"

0.5

A1301

STAIRS #3 - SECTION LOOKING NORTH 1/4" = 1’−0"

FIRE PROOFING AT BEAM EXTENDING OVER Z−BARS

APPROVALS SECTION VIEW

FURRING @ HORIZONTAL BEAM - STAIRS # 3 3" = 1’−0"

CONSULTANT:

EISENHOWER MEDICAL CENTER

RINKER BUILDING EXPANSION AND RENOVATION 39−000 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270

ARCHITECT:

REVISIONS MOON MAYORAS ARCHITECTS, INC.

REVISIONS

SHEET TITLE PROJECT:

B40303.01

SCALE: DRAWN:

Author

CHECKED:

655 ’G’ STREET, SUITE A SAN DIEGO, CA. 92101 PHONE (619) 235−9780 FAX (619) 235−9773 www.moonmayoras.com

Checker

APPROVED: DATE:

STAIR PLANS / DETAILS

As indicated

Approver

APRIL 13, 2018

SHEET NUMBER

A1302

5/4/2018 11:22:47 AM

T.O.P. PASSAGE WAY 44' - 6"

PENTHOUSE ROOF SLAB 38' - 0"

6 A902

4’ − 8"

T.O.P. SECOND LEVEL 29' - 6"

SHELL SPACE 2-302

1 A903

SECOND FLOOR 15' - 0"

A' 6’ − 4" 23’ − 0"

T.O.P. PASSAGE WAY 44' - 6"

5’ − 8"

1 A901A

T.O.P. PASSAGE WAY 44' - 6"

PENTHOUSE 42' - 0"

PASSAGE WAY ROOF 42' - 0"

CLASSROOM 1-010

2 A903

CAST 2115

FIRST FLOOR 0" 14 A905

SECTION AT NORTH EXP. FIN 3/8" = 1’−0" 10’ − 0"

9.2

7.8

4’ − 8"

THIRD FLOOR 28' - 0"

T.O.P. PENTHOUSE 29' - 0" THIRD FLOOR 28' - 0"

CAST 2115

16 A905 5’ − 11 7/8"

8 A902

SECOND FLOOR 15' - 0"

T.O.P. VESTIBULE 15' - 0" VESTIBULE ROOF 14' - 0"

5" SEISMIC JOINT

SECOND FLOOR 15' - 0"

LOBBY 1-002

TECH OFFICE 1-017

10’ − 0"

THIRD FLOOR 28' - 0"

VESTIBULE 1-001

APPROVALS

FIRST FLOOR 0"

SECTION AT NORTH EXPANSION 3/8" = 1’−0"

SECTION AT VESTIBULE AND LOBBY 3/8" = 1’−0" CONSULTANT:

EISENHOWER MEDICAL CENTER

RINKER BUILDING EXPANSION AND RENOVATION 39−000 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270

ARCHITECT:

REVISIONS MOON MAYORAS ARCHITECTS, INC.

REVISIONS

SHEET TITLE PROJECT:

B40303.01

SCALE:

3/8" = 1’−0"

DRAWN:

Author

CHECKED:

655 ’G’ STREET, SUITE A SAN DIEGO, CA. 92101 PHONE (619) 235−9780 FAX (619) 235−9773 www.moonmayoras.com

Checker

APPROVED: DATE:

WALL SECTIONS

Approver

APRIL 13, 2018

SHEET NUMBER

A901A

5/4/2018 11:23:01 AM

4"x 18 GAUGE METAL STUD BRACE (400S162−43) AT 48" O.C. MAX. U.O.N. (ALTERNATE SIDES) CENTER BRACE BETWEEN ANCHOR POINTS

6" X 16 GA. STUD JOIST @ 16" O.C.

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS

6" x 18 GAUGE METAL STUDS (600S162−43) AT 16" O.C. (U.O.N.).

TOP OF PARAPET EL + 16’−6"

6" X 16" GA. METAL STUDS @ 16" O.C.

6" x 18 GAUGE METAL STUDS (600S162−43) AT 16" O.C. (U.O.N.).

FASTEN TRACK BOTH SIDES TO STUD JOIST WITH #10 S.M.S. EACH SIDE.

EXTRUDED ALUMINUM CHANNEL SCREED REVEAL PER SPECIFICATIONS

3/4"

7/8"

6" x 18 GAUGE METAL STUDS (600S162−43) AT 16" O.C. (U.O.N.). FASTEN TRACK TO STUDS WITH (3) # 10 S.M.S. PACED AT 1 1/4" APART.

FASTEN TRACK BOTH SIDES TO STUD JOIST WITH #10 S.M.S. EACH SIDE.

EXTRUDED ALUMINUM VENTED CHANNEL SCREED "FRY REGLET − PCS − 15 −V −200" OR EQUAL PER SPECIFICATIONS

CONTINUOUS EXTERIOR PLASTER METAL CORNER BEAD.

EXTRUDED ALUMINUM VENTED CHANNEL SCREED − FRY REGLET − PCS−15−V−200 OR EQUAL PER SPECIFICATIONS

ROOF SYSTEM PROTECTED MEMBRANE ROOF OVER FOAM INSULATION OVER COMPOSITE CONCRETE ROOF DECK.

5 A1202

9 A1202

SOFFIT VENT

3" = 1’−0"

18 A902

4’−8" PER PLAN

8" MIN.

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS

TOP OF CONCRETE ROOF DECK

1’ − 3"

7/8"

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS EXTRUDED ALUM CHANNEL SCREED REVEAL "FRY REGLET − PCS − 15−15" OR EQUAL PER SPECIFICATIONS

RUN ROOF MEMBRANE TO UNDERSIDE OF PARAPET CAP.

FASTEN TRACK TO STUDS WITH (4) #10 S.M.S.

TYP. REVEAL DET.

EXTERIOR PLASTER CORNER

3" = 1’−0"

EXTEIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS

6 A1202

PENTHOUSE F.F. EL +42’−0"

1 1/2" = 1’−0"

6’ − 6"

15’ − 0"

R−19 THERMAL BATT INSULATION. 3’ − 5 1/2"

9 A902

TOP OF CONCRETE ROOF DECK

STEEL BEAM PER STRUCTURAL DRAWINGS WITH SPRAY−ON FIRE PROOFING.

GALVANIZED SHEET METAL REGLET AND COUNTER FLASH

FASTEN TRACK BOTH SIDES TO STUD JOIST WITH #10 S.M.S. EACH SIDE.

CONTINUOUS J−MOLD PLASTER CASING BEAD. 18 A902

ROOF SYSTEM PROTECTED MEMBRANE ROOF OVER FOAM INSULATION OVER METAL ROOF DECK.

RUN ROOF MEMBRANE TO UNDERSIDE OF PARAPET CAP.

TOP OF ROOF CURB EL +30’−0"

10 A1202

EXTERIOR CEMENT PLASTER SYSTERM PER SPECIFICATIONS

12 A902

1’ − 6"

EXTERIOR ALUMINUM CURTAIN WALL FRAME SYSTEM WITH SINGLE GLAZED SPANDREL GLASS TO MATCH EXISTING.

1/2" EXTERIOR SHEATHING. CONTINUOUS FIRE SAFING ON IMPAILING CLIPS

28’ − 0"

EXTEIOR CEMENT PLASTER OVER MTL. LATH, OVER BUILDING PAPER, OVER 1/2" EXTERIOR SHEATHING

STEEL BEAM PER STRUCTURAL DRAWINGS WITH SPRAY−ON FIRE PROOFING.

EXTEIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS

3’ − 0"

6" x 16 GAUGE METAL STUDS (600S162−43) AT 16" O.C. (U.O.N.).

1’ − 0"

CONTINUOUS GALVANIZED SHEET METAL COPING/FLASHING PRIMED READY FOR PAINT.

CONTINUOUS FIRE SAFING ON IMPAILING CLIPS

SHEET METAL PARAPET CAP. CRIMP TO CONTINUOUS CLEAT AT EXTERIOR SIDES OW WALL. SLOPE CAP TO ROOF.

TYP. COPING DET.

16 A902

3" = 1’−0"

TYP. SOFFIT AT ROOF 1" = 1’−0"

METAL DECK PER STRUCTURAL DRAWINGS

EXTEIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS

STEEL BEAM PER STRUCTURAL DRAWINGS WITH SPRAY−ON FIRE PROOFING. TOP OF PARAPET EL + 16’−6"

6" x 18 GAUGE METAL STUDS (600S162−43) AT 16" O.C. (U.O.N.).

4’−8" PER PLAN

18 A902

EXTEIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS

5 A1202

TOP OF CONCRETE ROOF DECK

6 A1202 +/− 1’ − 3"

1’ − 3"

RUN ROOF MEMBRANE TO UNDERSIDE OF PARAPET CAP.

10 A1202

15’ − 0" PENTHOUSE F.F. EL +42’−0"

PENTHOUSE ROOF SOFFIT

CONTINUOUS FIRE SAFING ON IMPAILING CLIPS R−19 BUILDING INSULATION STEEL BEAM PER STRUCTURAL DRAWINGS WITH SPRAY−ON FIRE PROOFING.

5/8" GYPSUM BOARD.

9 A902

STEEL BEAM PER STRUCTURAL DRAWINGS WITH SPRAY−ON FIRE PROOFING.

6" x 18 GAUGE METAL STUDS (600S162−43) AT 16" O.C. (U.O.N.).

FASTEN TRACK TO STUDS WITH (3) #10 S.M.S. PACED AT 1 1/4" APART.

FASTEN TRACK BOTH SIDES TO STUD JOIST WITH #10 S.M.S. EACH SIDE.

R−19 THERMAL BATT INSULATION.

FASTEN TRACK TO STUDS WITH (3) #10 S.M.S. PACED AT 1 1/4" APART.

5/8" GYPSUM BOARD.

12 A902

FASTEN TRACK BOTH SIDES TO STUD JOIST WITH #10 S.M.S. EACH SIDE.

1’ − 0"

6" x 18 GAUGE METAL STUDS (600S162−43) AT 16" O.C. (U.O.N.). R−19 THERMAL BATT INSULATION.

CONCRETE OVER METAL DECK PER STRUCTURAL DRAWINGS

+/− 4’ − 0 1/4"

1" = 1’−0"

5’ − 3 1/4"

EXTERIOR ALUMINUM CURTAIN WALL FRAME SYSTEM WITH SINGLE GLAZED SPANDREL GLASS TO MATCH EXISTING.

6" x 18 GAUGE METAL STUDS (600S162−43) AT 16" O.C. (U.O.N.).

FASTEN TRACK BOTH SIDES TO STUD WITH #10 S.M.S. EACH SIDE.

EXTEIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS

1’ − 6"

.10’−0"

9 A902 6"

CONCRETE OVER METAL DECK PER STRUCTURAL DRAWINGS

6"x 18 GAUGE METAL STUDS (600S162−43) AT 16" O.C. (U.O.N.).

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS

CONTINUOUS J−MOLD PLASTER CASING BEAD. BACKER ROD AND SEALANT.

APPROVALS

TOP OF SLAB

EXTERIOR ALUMINUM CURTAIN WALL FRAME SYSTEM WITH SINGLE GLAZED SPANDREL GLASS TO MATCH EXISTING.

CONNECTION AT PLASTER WALL 1 1/2" = 1’−0"

CURTAIN WALL AT PLASTER WALL 1 1/2" = 1’−0"

CONSULTANT:

EISENHOWER MEDICAL CENTER

RINKER BUILDING EXPANSION AND RENOVATION 39−000 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270

TYP. SOFFIT At SECOND FLOOR ROOF 1" = 1’−0"

ARCHITECT:

REVISIONS MOON MAYORAS ARCHITECTS, INC.

655 ’G’ STREET, SUITE A SAN DIEGO, CA. 92101 PHONE (619) 235−9780 FAX (619) 235−9773 www.moonmayoras.com

REVISIONS 03/13/2018

SHEET TITLE B40303.01

PROJECT: SCALE: DRAWN:

MBS

CHECKED:

RMM

APPROVED: DATE:

PARAPET SECTIONS

As indicated

VHS

APRIL 13, 2018

SHEET NUMBER

A902

ALUMINUM CURTAIN WALL SYSTEM PER SPECIFICATIONS TYP.

1’−6" 1_ " 2

11 3/8" WIDE BACKER ROD AND SEALANT TYP.

INTERIOR WALL FRAMING, BUILDING INSULATION AND GYPSUM BOARD FINISH

THERMAFIBER SAFING INSULATION (MULLION COVER) BETWEEN SPANDREL PANELS (BEYOND)

1’−6" 11 1/2"

EDGE OF BENT PLATE (ABOVE) PER STRUCTURAL

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS TYP.

SEALANT TYP. (2) 400S162−54 PER 6/A1203

4" x 16 GAUGE METAL STUD FRAMING AT FIN WALL TYP.

400S162−54 AT 16" O.C. BRIDGE AT 8’−0" O.C. WITH R−12 INSULATION TYP.

8" X __ GA. METAL STUD FRAMING AT FIN WALL TYP.

BACKER ROD AND SEALANT TYP. EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS TYP.

EDGE OF BENT PLATE (ABOVE) PER STRUCTURAL

THERMAFIBER SAFING INSULATION AT SPANDREL GLAZING

SEALANT TYP.

SPANDREL GLAZING

(2) 400S162−54 PER 6/A1203

4" x 16 GAUGE METAL STUD FRAMING AT FIN WALL TYP.

4" x 16 GAUGE METAL STUDS AT 16" O.C. WITH R−12 INSULATION TYP.

8" X __ GA. METAL STUD FRAMING AT FIN WALL TYP.

ALUMINUM CURTAIN WALL SYSTEM PER SPECIFICATIONS SPANDREL GLAZING

CONCRETE POUR STOP EDGE PLATE PER STRUCTURAL

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS METAL FRAMING

CONCRETE OVER METAL DECK PER STRUCTURAL DRAWINGS

EXTERIOR CEMENT PLASTER JOINT

CONTINUOUS R−12 INSULATION BOARD PER SPECIFICATIONS 5/8" GYPSUM BOARD TYP.

EDGE OF SLAB ON GRADE PER STRUCTURAL DRAWINGS

CONCRETE POUR STOP EDGE PLATE PER STRUCTURAL STEEL BEAM WITH SPRAY−ON FIREPROOFING PER STRUCTURAL

8 1/2"

CONCRETE OVER METAL DECK PER STRUCTURAL DRAWINGS

EL: 15’−0"

FIN WING WALL BEYOND 11 1/2" TO SLAB 1/2" EDGE

THERMAFIBER SAFING INSULATION (MULLION COVER) BETWEEN SPANDREL PANELS (BEYOND)

CONTINUOUS FIRE SAFING SUPPORTED BY IMPALING CLIPS

STEEL BEAM PER STRUCTURAL WITH SPRAY−ON FIREPROOFING

11 1/2" TO SLAB EDGE

1/2"

THERMAFIBER SAFING INSULATION AT SPANDREL GLAZING

EDGE OF SLAB ON GRADE PER STRUCTURAL DRAWINGS

6 −−

SIM.

2’−10 1/2" 10 −−

4" X 16 GAUGE METAL STUDS AT 16" O.C. WITH R−12 INSULATION TYP. (WHERE 6" O.D. MAX. DIA. OVER FLOW PIPES OCCUR, EXTERIOR WALL STUDS TO BE 6" X 16 GAUGE AT 16" O.C.)

GRD ALUMINUM CURTAIN WALL SYSTEM PER SPECIFICATIONS

FINISH GRADE

8 1/2" 1’−4" (AT 4" STUDS)

GALVANIZED WEEP SCREED BEHIND EXTERIOR PLASTER SYSTEM

EL: 0’−0"

2 −−

3" MIN.

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS OVER METAL FRAMING

CONCRETE SLAB ON GRADE PER STRUCTURAL DRAWINGS

FIN WALL BEYOND

CONTINUOUS R−12 INSULATION BOARD

CONC. WALK WHERE OCCURS

CONCRETE OVER METAL DECK PER STRUCTURAL DRAWINGS

11 1/2" TO SLAB EDGE

4" x 16 GAUGE TRACK AT UNDERSIDE OF BEAM PER STRUCTURAL

STEEL BEAM WITH STIFFENER PLATE PER STRUCTURAL BRACE PER STRUCTURAL

WALL SECTION - FIN WALL AT COMPOSITE DECK - NORTH 1" = 1’−0"

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS OVER METAL STUDS

3" MIN.

1/2"

CONTINUOUS INSULATION BOARD

1’−4"

CONCRETE SLAB ON GRADE PER STRUCTURAL DRAWINGS

GALVANIZED WEEP SCREED BEHIND EXTERIOR PLASTER SYSTEM

EL: 0’−0"

FINISH GRADE

1’−6" CONCRETE SLAB ON GRADE PER STRUCTURAL DRAWINGS

EXTENDED CONCRETE SLAB AT EXTERIOR FIN WALL PER STRUCTURAL DRAWINGS

SLAB ON GRADE FOR FIN WALL (BEYOND)

2’−10 1/2"

8 1/2"

8" x 14 GAUGE TRACK

4" x 16 GAUGE METAL STUDS AT 16" O.C. WITH R−12 INSUL. & 5/8" GYP. BOARD

4" X 16 GAUGE METAL STUDS AT 16" O.C. WITH R−12 INSULATION TYP.

GRD

1’−6" NOTE: SLOPE WALKWAY AWAY FROM EXTERIOR WALL 1/2" PER FOOT

10 −−

SIM.

8 1/2"

BRACE TO DECK PER STRUCTURAL EL: 15’−0"

CONT. 8" x 14 GAUGE METAL STUDS

EL: 0’−0"

FIN WALL BEYOND

1’−6"

EDGE OF SLAB ON GRADE PER STRUCTURAL DRAWINGS

1/2"

3" MIN.

CONCRETE POUR STOP EDGE PLATE PER STRUCTURAL

2" x 14 GAUGE CHANNELS AT 18" O.C. PER STRUCTURAL

1" = 1’−0"

GRD

1’−6"

HAT CHANNEL RUN HORIZONTALLY AT 16" O.C. PER STRUCTURAL

1’−4"

EXTERIOR CEMENT PLASTER JOINT

WALL SECTION - PLASTER WALL AT COMPOSITE DECK - NORTH

HAT CHANNELS PER ARCH TO FUR OUT TO THE REQUIRED DIMENSION

BACKER ROD AND SEALANT SET BACK TO ALLOW FOR SYSTEM DRAINAGE

1/2" PER FOOT SLOPE

4" x 16 GAUGE METAL STUDS AT 16" O.C., WITH R−12 INSULATION

2 −−

1’−4"

1" = 1’−0"

TEMPERED VISION GLASS DOUBLE GLAZED

10" PER STRUCTURAL

HAT CHANNEL RUN HORIZONTALLY AT 16" O.C. PER STRUCTURAL

WALL SECTION - CURTAIN WALL AT COMPOSITE DECK -NORTH

SIM.

(SLOPE SIDEWALK AWAY FROM EXTERIOR PLASTER)

2’−10 1/2"

FASTENERS THROUGH STEEL TRACK AT EVERY VERTICAL WALL STUD PER STRUCTURAL

3" MIN.

6 −−

3" MIN.

2 HOUR FIRE RATED CLOSURE − C−H STUDS WITH ONE LAYER 1" SHAFT LINER PANELS AND TWO LAYERS 5/8" GYPSUM BOARD AT FLOOR LEVEL (UL #438)

CONT. 8" X 14 GAUGE METAL STUDS

1/2" PER FOOT SLOPE

DIMENSION PER STRUCTURAL DRAWINGS

1’−4"

2’−11" GRADE BEAM PER STRUCTURAL DRAWINGS EDGE OF SLAB ON GRADE PER STRUCTURAL DRAWINGS

EDGE OF SLAB ON GRADE PER STRUCTURAL DRAWINGS

GRD

GRADE BEAM PER STRUCTURAL DRAWINGS

PLAN VIEW - FRAMING AT FIN WALL (SOUTH) WITH EDGE OF SLAB 1 1/2" = 1’−0"

PLAN VIEW - FRAMING AT FIN WALL (NORTH) WITH EDGE OF SLAB 1 1/2" = 1’−0"

WALL SECTION - CURTAIN WALL AT SLAB ON GRADE - NORTH

1" = 1’−0"

WALL SECTION - PLASTER WALL AT SLAB ON GRADE - NORTH 1" = 1’−0"

GRD EDGE OF SLAB ON GRADE PER STRUCTURAL DRAWINGS

GRD

ALUMINUM CURTAIN WALL SYSTEM PER SPECIFICATIONS TYP.

1’−6"

3/8" WIDE BACKER ROD AND SEALANT TYP.

1_ " 2

5/8" GYP. BOARD

6.7

5/8" GYP BOARD TYP.

10 1/4"

2 1/2" X 20 GAUGE METAL STUD AT 16" O.C.

4" x 16 GAUGE METAL STUDS AT 16" O.C., WITH R−12 INSULATION

11 1/2" EDGE OF BENT PLATE (ABOVE) PER STRUCTURAL

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS TYP.

SEALANT TYP. (2) 400S162−54 PER 6/A1203

4" x 16 GAUGE METAL STUD FRAMING AT FIN WALL TYP. 8" X __ GA. METAL STUD FRAMING AT FIN WALL TYP.

10" PER STRUCTURAL

4" X 16 GAUGE METAL STUDS AT 16" O.C. WITH R−12 INSULATION TYP. (WHERE 6" O.D. DIA OVER FLOW PIPES OCCUR EXTERIOR WALL STUDS TO BE 6" X 16 GAUGE AT 16" O.C.

5/8" GYPSUM BOARD TYP.

3/8" WIDE BACKER ROD AND SEALANT TYP.

EDGE OF BENT PLATE (ABOVE) PER STRUCTURAL

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS TYP.

(2) 400S162−54 PER 6/A1203

4" x 16 GAUGE METAL STUD FRAMING AT FIN WALL TYP.

4" X 16 GAUGE METAL STUDS AT 16" O.C. WITH R−12 INSULATION TYP. (WHERE 6" O.D. DIA OVER FLOW PIPES OCCUR EXTERIOR WALL STUDS TO BE 6" X 16 GAUGE AT 16" O.C.

5/8" GYP BOARD AT EXTERIOR WALL

BRACE TO DECK PER STRUCTURAL EL: 15’−0"

FIN WING WALL BEYOND

FIRE PROOFING CONTINUOUS FIRE SAFING SUPPORTED BY IMPALING CLIPS

CONTINUOUS R−12 INSULATION BOARD PER SPECIFICATIONS

1/2"

11 1/2" TO SLAB EDGE

FASTENERS THROUGH STEEL TRACK AT EVERY VERTICAL WALL STUD PER STRUCTURAL

5/8" GYPSUM BOARD TYP.

EDGE OF SLAB ON GRADE PER STRUCTURAL DRAWINGS

STEEL BEAM WITH SPRAY−ON FIREPROOFING PER STRUCTURAL CONCRETE OVER METAL DECK PER STRUCTURAL DRAWINGS

EXTERIOR CEMENT PLASTER JOINT

8" X __ GA. METAL STUD FRAMING AT FIN WALL TYP.

EDGE OF SLAB ON GRADE PER STRUCTURAL DRAWINGS

8 1/2"

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS METAL FRAMING

SEALANT TYP.

HSS PER STRUCTURAL DRAWINGS

CONCRETE POUR STOP EDGE PLATE PER STRUCTURAL

1’−6"

10 1/2"

1’−6"

1" = 1’−0"

ALUMINUM CURTAIN WALL SYSTEM PER SPECIFICATIONS TYP.

WALL SECTION - FIN WALL AT SLAB ON GRADE - NORTH

CONTINUOUS R−12 INSULATION BOARD TYP.

WHERE 6" O.D. MAX. DIA. OVER FLOW PIPES OCCUR, EXTERIOR WALL STUDS TO BE 6" x 16 GAUGE AT 16" O.C.)

GRD

10" PER STRUCTURAL

EDGE OF SLAB ON GRADE PER STRUCTURAL DRAWINGS

10 1/2"

GRADE BEAM PER STRUCTURAL DRAWINGS

GRD

EDGE OF BENT PLATE (ABOVE) PER STRUCTURAL

4" x 16 GAUGE TRACK AT UNDERSIDE OF BEAM PER STRUCTURAL

BRACE PER STRUCTURAL

1/2" PER FOOT SLOPE 7 −−

2 −−

EDGE OF SLAB ON GRADE PER STRUCTURAL DRAWINGS

8 −−

SIM.

(SLOPE SIDEWALK AWAY FROM EXTERIOR PLASTER)

2’−10 1/2"

1" = 1’−0"

ROOF DRAIN OUTLET

1/2" PER FOOT SLOPE 7 −−

2" MIN.

GALVANIZED WEEP SCREED BEHIND EXTERIOR PLASTER SYSTEM 2 −−

3" MIN. 1’−6"

4" x 16 GAUGE METAL STUDS AT 16" O.C. WITH R−12 INSUL. AND 5/8" GYP. BOARD EL: 0’−0"

CONC. WALK WHERE OCCURS 1’−6 NOTE: SLOPE WALKWAY AWAY FROM EXTERIOR WALL 1/2" PER FOOT

1/2"

3" = 1’−0"

CONTINUOUS R−12 INSULATION BOARD

8 1/2"

FIN WALL BEYOND SIM.

COLUMN WRAP AT HSS

GRD

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS OVER METAL FRAMING

8 −−

WHERE 6" O.D. MAX. DIA. OVER FLOW PIPES OCCUR, EXTERIOR WALL STUDS TO BE 6" X 16 GAUGE AT 16" O.C.

HAT CHANNELS RUN HORIZ. AT 16" O.C. PER STRUCTURAL

1’−6"

EDGE OF SLAB ON GRADE PER STRUCTURAL DRAWINGS

1/2"

10 −−

8 1/2"

3" MIN.

WALL SECTION-PLASTER WALL @ COMPOSITE DECK W/OVERFLOW

1’−6"

3" MIN.

(SLOPE SIDEWALK AWAY FROM EXTERIOR PLASTER)

6" O.D. MAX. DIA. OVER FLOW PIPES OCCUR, EXTERIOR WALL STUDS TO BE 6" x 16 GAUGE AT 16" O.C.

10" PER STRUCTURAL

1’−4 1/2"

11 1/2"

2" MIN.

1’−4 1/2"

6" O.D. MAX. DIA. OVER FLOW PIPES WHERE OCCURS

DIMENSION PER STRUCTURAL DRAWINGS

2" MIN.

10" PER STRUCTURAL

(SLOPE SIDEWALK AWAY FROM EXTERIOR PLASTER)

8 1/2"

CONTINUOUS R−12 INSULATION BOARD PER SPECIFICATIONS

1/2"

CEILING WALL SOFFIT FRAMING

11 1/2"

400S162−54 AT 16" O.C. BRIDGE AT 8’ − 0" O.C. WITH R−12 INSULATION TYP.

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS OVER METAL STUDS

CONTINUOUS FIRE SAFING

CONNECT TO DECK EDGE PER A/A1203

EL: 15’−0"

10" PER STRUCTURAL

5/8" GYPSUM BOARD TYP.

HAT CHANNEL RUN HORIZONTALLY AT 16" O.C. PER STRUCTURAL

1’−4" (AT 4" STUDS)

CURTAIN WALL ANCHOR CLIP

1 8 _ " 2

FIN WING WALL BEYOND HAT CHANNELS PER ARCH TO FUR OUT TO THE REQUIRED DIMENSION

400S162−54 AT 16" O.C. AT 8’ − 0" O.C., WITH R−12 INSULATION

HAT CHANNELS PER ARCH TO FUR OUT TO THE REQUIRED DIMENSION

CONTINUOUS FIRE SAFING SUPPORTED BY IMPALING CLIPS

1’−6"

CONTINUOUS R−12 INSULATION BOARD TYP.

ALUMINUM CURTAIN WALL SYSTEM PER SPECIFICATIONS TYP.

GRD

3" MIN.

EDGE OF SLAB ON GRADE PER STRUCTURAL DRAWINGS

SPOT WELDED CR CHANNEL FOR SUPPORT OF INTERIOR WALL PER STRUCTURAL

5/8" GYP. BOARD

5/4/2018 11:23:18 AM

EDGE OF SLAB ON GRADE PER STRUCTURAL DRAWINGS

GRD

CONT. ALUMINUM BREAK METAL INFILL. APPLY BEAD OF SEALANT BETWEEN GLAZING AND BREAK METAL

4" X 16 GAUGE METAL STUDS AT 16" O.C. WITH R−12 INSULATION TYP. (WHERE 6" O.D. MAX. DIA. OVER FLOW PIPES OCCUR, EXTERIOR WALL STUDS TO BE 6" X 16 GAUGE AT 16" O.C.)

1_ " 2 CONCRETE SLAB ON GRADE PER STRUCTURAL DRAWINGS

2’−10 1/2" 10 −−

SIM.

SLAB ON GRADE FOR FIN WALL (BEYOND) SIM.

APPROVALS EDGE OF SLAB ON GRADE PER STRUCTURAL DRAWINGS EDGE OF BENT PLATE (ABOVE) PER STRUCTURAL

EDGE OF SLAB ON GRADE PER STRUCTURAL DRAWINGS

GRD

EDGE OF BENT PLATE (ABOVE) PER STRUCTURAL

PLAN VIEW

FRAMING AT FIN WALL W/EDGE OF SLAB W/OVERFLOW (SOUTH) 1 1/2" = 1’−0"

GRD GRADE BEAM PER STRUCTURAL DRAWINGS

PLAN VIEW

FRAMING AT FIN WALL W/EDGE OF SLAB W/OVERFLOW (NORTH) 8

1 1/2" = 1’−0"

CONSULTANT:

EISENHOWER MEDICAL CENTER

RINKER BUILDING EXPANSION AND RENOVATION 39−000 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270

WALL SECTION - PLASTER WALL @ SLAB ON GRADE W/OVERFLOW 1" = 1’−0" ARCHITECT:

REVISIONS MOON MAYORAS ARCHITECTS, INC.

REVISIONS

SHEET TITLE PROJECT:

B40303.01

SCALE: DRAWN:

Author

CHECKED:

655 ’G’ STREET, SUITE A SAN DIEGO, CA. 92101 PHONE (619) 235−9780 FAX (619) 235−9773 www.moonmayoras.com

Checker

APPROVED: DATE:

PARTIAL SECTIONS / DETAILS

As indicated

Approver

APRIL 13, 2018

SHEET NUMBER

A903

5/4/2018 11:50:24 AM

GRD

(E) MULLION TO REMAIN (E) SPANDREL GLAZING TO BE REMOVED 5 −

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS

(E) EXTERIOR CEMENT PLASTER SYSTEM OVER METAL STUDS TO REMAIN

FINISHED FIN−WING WALL BEYOND

GALVANIZED SHEET METAL REGLET AND COUNTER FLASHING. FLASHING INSTALLED BEHIND EXTERIOR PLASTER SYSTEM

INSULATION IN CAVITY

FORMED ALUMINUM COVER PLATE PER SPECIFICATIONS

FORMED ALUMINUM COVER PLATE (E) CURTAIN WALL SYSTEM REMAIN

CONTINUOUS EXTRUDED ALUMINUM FRAME PER SPECIFICATIONS

CONTINUOUS EXTRUDED ALUMINUM FRAME

(E) CONTINUOUS FIRE SAFING SUPPORTED BY IMPALING CLIPS TO REMAIN. PROVIDE ADDITIONAL FIRE SAFING TO FILL VOID AT BENT PLATE

(E) 6" x 18 GAUGE METAL STUDS AT 16" O.C., INSULATION AND GYPSUM BOARD FINISH TO REMAIN

PARAPET WALL BEYOND

ROOF ASSEMBLY PER PROJECT MANUAL

(E) CONTINUOUS FIRE SAFING TO REMAIN

(E) CURTAIN WALL ANCHOR CLIP TO REMAIN

(E) 2 HOUR FIRE RATED CLOSURE AT FLOOR LEVEL (UL #438) TO REMAIN

(E) CONCRETE POUR STOP EDGE PLATE TO REMAIN (E) CONCRETE POUR STOP EDGE PLATE TO REMAIN CONCRETE OVER METAL DECK PER STRUCTURAL DRAWINGS

8" MIN.

CONTINUOUS BENT PLATE WELDED TO UNDERSIDE OF HSS SLOPE TO DRAIN 1/4" PER FOOT HSS 8 X 4 1/2 TO SPAN BETWEEN OUTRIGGERS WHERE CURTAIN WALL OCCURS

SLOPE TO DRAIN 1/4" PER FOOT

EL: 15’−0" EL: 15’−0"

(E) 2 1/2" CONCRETE FLOOR SLAB ON 3" METAL DECK TO REMAIN

CONCRETE OVER METAL DECK PER STRUCTURAL DRAWINGS

(E) STEEL BEAM WITH SPRAY−ON FIREPROOFING TO REMAIN

PLASTER WEEP SCREED PER SPECIFICATIONS

6" STEM WALL

(E) 2 1/4" PLATE WITH (4) 3/4" DIA. BOLTS TO REMAIN

HSS 8 X 4 X 1/2 TO SPAN BETWEEN OUTRIGGERS WHERE CURTAIN WALL OCCURS

3/16"

1 / 4 " STIFF PLATE

L4X4X1/4 X CONT 5" OFX−5F 2HR FIRE BARRIER UL #FF−D−1094 ON GALVANIZED STEEL FLANGES

CONTINUOUS BENT PLATE WELDED TO UNDERSIDE OF HSS (E) 4" x 16 GAUGE TRACK TO REMAIN

(E) ALUMINUM CURTAIN WALL SYSTEM TO BE REMOVED BELOW THE EXISTING SECOND FLOOR SLAB.

(E) CEILING WALL SOFFIT FRAMING TO BE REMOVED

VAPOR BARRIER

(E) STIFFENER PLATE TO REMAIN

5" OFX−5F 2HR FIRE BARRIER UL #FF−D−1094 ON GALVANIZED STEEL FLANGES

(E) 4" X 16 GAUGE TRACK TO REMAIN

(E) STEEL BEAM WITH SPRAY−ON FIREPROOFING TO REMAIN

VAPOR BARRIER

PLASTER WEEP SCREED PER SPECIFICATIONS

1’−6"

(E) 2" x 14 GAUGE CHANNELS AT 18" O.C. TO REMAIN (E) BRACE TO BE REMOVED (E) TUBE STEEL − 6" x 4" x 3/16" BOLTED TO STEEL PLATE TO REMAIN CUT (REMOVE) EXISTING FIN FRAMING INCLUDING EXTERIOR CEMENT PLASTER TO JUST BELOW THE (E) TUBE STEEL

SEISMIC JOINT AT CURTAIN WALL - SECOND FLOOR COMPOSITE ROOF DECK

ROOF DRAIN OUTLET 1 1’−2 _ " 4

(E) ALUMINUM CURTAIN WALL SYSTEM TO REMAIN IN PLACE

1’−6"

3/8 " WIDE BACKER ROD & SEALANT

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS

STEEL COLUMN PER STRUCTURAL

1 1/2" = 1’−0"

ALUMINUM REGLET AND FLASHING AS REQUIRED

4" X 16 GAUGE METAL STUD AT 16" O.C. FRAMING

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS OVER METAL STUDS TO REMAIN

ALUMINUM FLASHING EXTENDING UNDER (E) MULLION, TURN END UP INTO WINDOW FRAME

(E) 6" x 2 1/2" HORIZONTAL MULLION TO REMAIN

3/8" WIDE BRAKER ROD & SEALANT TYP.

GRD

CONTINUOUS BEAD OF EXTERIOR SEALANT

(E) CURTAIN WALL GLAZING

SHIM TYP.

FINISHED FIN−WING WALL BEYOND

(E) INTERIOR WALL FRAMING, BULDING INSULATION AND GYPSUM BOARD FINISH TO REMAIN

J−MOLD CASING BEAD PER SPECIFICATIONS

GALVANIZED SHEET METAL REGLET AND COUNTER FLASHING. FLASHING INSTALLED BEHIND EXTERIOR PLASTER SYSTEM

ALUMINUM CURTAIN WALL SYSTEM PER SPECIFICATION TYP.

FORMED ALUMINUM COVER PLATE PER SPECIFICATIONS 3"

’ C.1

SEISMIC JOINT AT PLASTER FIN WALL - SECOND FLOOR COMPOSITE ROOF DECK

1 2’−7 _ " 2 1 1’−2 _ " 4

FIRE PROOFING

1 1/2" = 1’−0"

9.3

4" X 16 GAUGE METAL STUD AT 16" O.C. FRAMING AT COLUMN

2’−0"

SHIM TYP.

CONTINUOUS EXTRUDED ALUMINUM FRAME (E) 6" x 18 GAUGE METAL STUDS AT 16" O.C. TO REMAIN

5/8 " GYP BOARD AT INTERIOR

1 11 _ " 4

1/2 " SHEATING

2’−0"

(E) SPOT WELDED CR CHANNEL TO REMAIN

METAL STUD FRAMING (E) SPANDREL GLAZING TO BE REMOVED, CURTAIN WALL SYSTEM TO REMAIN

8" MIN.

ENTRY SYSTEM

5/8 " GYP BOARD AT INTERIOR 1/2 " SHEATING

(E) CONCRETE POUR STOP EDGE PLATE TO REMAIN

INSULATION

’ C.1

J−MOLD TYP. 3" O.D. MAX ROOF DRAIN PIPE

(E) CONTINUOUS FIRE SAFING TO REMAIN

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS

SEALANT TYP. EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS TYP.

PARAPET WALL BEYOND

DRIP EDGE

SLOPE TO DRAIN 1/4" PER FOOT

J−MOLD TYP. 1 1’−6 _ " 2

SEALANT TYP.

FRAMING AT CURTAIN WALL INTERSECTION

1 1/2" = 1’−0"

FLASHING AT CURTAIN WALL / PLASTER

ROOF ASSEMBLY PER PROJECT MANUAL

3" = 1’−0" (E) CONCRETE FLOOR SLAB ON METAL DECK TO REMAIN

6.7

5/8" GYP BOARD TYP.

10 1/4"

SLOPE TO ROOF

2 1/2" X 20 GAUGE METAL STUD AT 16" O.C.

SELF ADHERING COMPOSITE SHEET WATERPROOF FLASHING PER SPECIFICATIONS

NOTE: PROTECTIVE COATING TO EXTEND 2" HIGHER MIN. THAN THE FOAM MIN.

HSS PER STRUCTURAL DRAWINGS

5/8" GYP BOARD AT EXTERIOR WALL

CONCRETE OVER METAL DECK PER STRUCTURAL DRAWINGS

VAPOR BARRIER (E) STEEL BEAM WITH SPRAY− ON FIREPROOFING TO REMAIN

6" STEM WALL

L4X4X1/4 X CONT

(E) BRACE TO BE REMOVED

CUT (REMOVE) EXISTING EXTERIOR CEMENT PLASTER, STUDS AND SHEATHING AS INDICATED.

ALUMINUM CURTAIN WALL SYSTEM PER SPECIFICATIONS CURTAIN WALL ANCHOR CLIP TO WITH FIRE SAFING

SEISMIC JOINT AT PLASTER WALL - SECOND FLOOR COMPOSITE ROOF DECK 1 1/2" = 1’−0"

APPROVALS

11 1/2"

DETAILS WILL BE COORDINATED WITH STRUCTURAL DRAWINGS

EDGE OF SLAB 1’−6"

3" = 1’−0"

ROOFING AT CURTAINWALL PARAPET 1 1/2" = 1’−0" CONSULTANT:

EISENHOWER MEDICAL CENTER

RINKER BUILDING EXPANSION AND RENOVATION 39−000 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270

1 / 4 " STIFF PLATE

(E) 6" x 18 GAUGE METAL STUDS TO REMAIN. CUT (REMOVE) EXISTING STUDS AT JUST BELOW STEEL BEAM AS INDICATED.

6" x 16 GAUGE METAL STUDS AT 16" O.C.

PER STRUCTURAL DRAWINGS

COLUMN WRAP AT HSS

1 − 12

PLASTER WEEP SCREED PER SPECIFICATIONS

SPANDREL PANEL WITH INSULATION

CONCRETE OVER METAL DECK

3/16"

5" OFX−5F 2HR FIRE BARRIER UL #FF−D−1094 ON GALVANIZED STEEL FLANGES

(E) 4" X 16 GAUGE TRACK TO REMAIN

EXTERIOR SHEATHING

FIRE PROOFING

1 − 12

DRIP EDGE TYP.

CONTINUE THE PROTECTIVE TOP COATING UNDER THE GALVANIZED SHEET METAL FLASHING

SPRAY POLYURETHANE FOAM ROOF COATING WITH PROTECTIVE TOP COATING

3/16"

CONTINUOUS ALUMINUM PARAPET COPING. COLOR TO MATCH CURTAIN WALL SYSTEM CONT. CLEAT

1 1/2" = 1’−0"

VARRIES (2" MIN.)

COLUMN WRAP AT VESTIBULE ENTRY

10 1/2"

EL: 15’−0" 10"

10 1/2"

ROOF ASSEMBLY PER PROJECT MANUAL

ARCHITECT:

REVISIONS MOON MAYORAS ARCHITECTS, INC.

REVISIONS

SHEET TITLE PROJECT:

B40303.01

SCALE: DRAWN:

Author

CHECKED:

655 ’G’ STREET, SUITE A SAN DIEGO, CA. 92101 PHONE (619) 235−9780 FAX (619) 235−9773 www.moonmayoras.com

Checker

APPROVED: DATE:

PARTIAL SECTIONS / DETAILS

As indicated

Approver

APRIL 13, 2018

SHEET NUMBER

A904

E’ PENTHOUSE ROOF 42’−0"

C−CHANNEL STRINGER PER STRUCTURAL DRAWINGS

PENTHOUSE ROOF 42’−0"

1 1/2" CONCRETE − POURED IN THE FIELD PER STRUCTURAL

C−CHANNEL BEAM

W10x12

C−CHANNEL STRINGER PER STRUCTURAL

W10x12

THIRD FLOOR 29’−0"

FORMED STEEL TREADS & RISERS − THICKNESS AS REQUIRED PER STRUCTURAL

1/4" 1/4"

−

3" WIDE x 6" LONG x 3/8" THICK PLATE

1/2" CLR.

FACE OF WALL

1/4"

W12 x 19

MIRROR

3 SIDES

−

SIM.

FORMED STEEL TREADS & RISERS THICKNESS AS REQUIRED PER STRUCTURAL

2 1/2" X 2 1/2" X 3/8" X 6" STEEL ANGLE WITH (1) EXPANSION BOLT WITH 3" EMBED

1/4"

STRINGER AT STAIR LANDING

1 1/2" = 1’−0"

C−CHANNEL STRINGER PER STRUCTURAL

CONCRETE POUR STOP EDGE PLATE

SECTION VIEW 2

3 x 3 ANGLE BOLTED TO SLAB PER STRUCTURAL DRAWINGS

1 1/4" X 1 1/4" X 3/16" X 8" STEEL ANGLE WELDED TO STRINGER TYP.

3 1/2"

1/4"

SECTION VIEW

CONCRETE POUR STOP EDGE PLATE 1" N. MI

3 SIDES

−

2" NWC CONCRETE − POURED IN THE FIELD PER STRUCTURAL DRAWINGS 2"

COMPOSITE CONCRETE FLOOR SLAB PER PLAN

3/4" CLR.

3/8" THICK PLATE

W12 x 19

EQ.

1/4" END CLOSURE PANEL

GUARD RAIL TYP. HAND RAIL TYP.

THIRD FLOOR 29’−0"

COMPOSITE CONCRETE FLOOR SLAB PER PLAN

GUARD RAIL TYP. HAND RAIL TYP.

C−CHANNEL STRINGER PER STRUCTURAL

1/4" END CLOSURE PANEL

2" NWC CONCRETE − POURED IN THE FIELD PER STRUCTURAL DRAWINGS

1" N. MI

2" NWC CONCRETE POURED IN THE FIELD PER STRUCTURAL DRAWINGS

1/2" CLR.

EQ.

5/4/2018 11:24:13 AM

E’

SECTION VIEW

STRINGER TO COMPOSITE CONCRETE DECK

1 1/2" = 1’−0"

1 1/4" X 1 1/4" X 3/16" X 8" STEEL ANGLE WELDED TO STRINGER TYP.

STRINGER TO COMPOSITE CONCRETE DECK 1 1/2" = 1’−0"

−

SECOND FLOOR 15’−0"

1/4" END CLOSURE PANEL

5/8" GYP BOARD TYP.

−

SIM.

8" DIA. STEEL SUPPORT TUBE

1’ − 1 1/4"

SIM.

1 1/2" X 1 1/2" X 16 GA. GALV. Z−BAR @ 16" O.C.

2 1/2" X 20 GA. STEEL STUDS @ 16" O.C.

1/4" END CLOSURE PANEL

C−CHANNEL STRINGER PER STRUCTURAL

1/4" THICK STIFFENER PLATE 3 SIDES

ALL SIDES

1/4" 1/4"

−

FIRST FLOOR 0’−0"

−

BEAM PER STRUCTURAL DRAWINGS

FORMED STEEL TREADS & RISERS − THICKNESS AS REQUIRED

(2) HILTI A.145" O X−4 FASTENERS PER Z−BAR W/ 1’4" MIN. PENETRATION INTO STRUCTURAL STEEL

2" NWC CONCRETE − POURED IN THE FIELD PER STRUCTURAL DRAWINGS

FIRE PROOFING AT BEAM EXTENDING OVER Z−BARS

−

SIM.

SECTION VIEW

−

C−CHANNEL PER STRUCTURAL DRAWINGS

SECTION VIEW

−

C−CHANNEL PER STRUCTURAL DRAWINGS

1 1/4" X 1 1/4" X 3/16" X 8" STEEL ANGLE WELDED TO STRINGER TYP.

FORMED STEEL LANDING − THICKNESS AS REQUIRED C−CHANNEL SUPPORT PER STRUCTURAL DRAWINGS BEYOND

SECTION VIEW

1" N. MI

2" CONCRETE − POURED IN THE FIELD PER STRUCTURAL DRAWINGS

FIRST FLOOR 0’−0"

1’ − 4 3/8"

SIM.

6’−8" MIN. CLEAR

SIM.

3 SIDES

2" NWC CONCRETE − POURED IN THE FIELD PER STRUCTURAL DRAWINGS

1" N. MI

1/4" 1/4"

3/16"

C−CHANNEL STRINGER PER STRUCTURAL

2" CONCRETE − POURED IN THE FIELD PER STRUCTURAL DRAWINGS −

1/4" THICK STIFFENER PLATE

W12 x 19

FORMED STEEL TREADS & RISERS − THICKNESS AS REQUIRED

C−CHANNEL SUPPORT PER STRUCTURAL DRAWINGS

SECTION VIEW

ALL SIDES

3/16"

1 1/4" X 1 1/4" X 3/16" X 8" STEEL ANGLE WELDED TO STRINGER TYP. C−CHANNEL STRINGER PER STRUCTURAL

STAIRS # 2 - SECTION LOOKING EAST

STAIRS # 2 - SECTION LOOKING WEST

1/4" = 1’−0"

FURRING @ HORIZONTAL BEAM - STAIRS # 2 3" = 1’−0"

STRINGER TO CONCRETE LANDING

1 1/2" = 1’−0"

1" THICK BASE PLATE

4 SIDES

1/4"

C−CHANNEL STRINGER PER STRUCTURAL

(INSIDE FACE OF STRINGER)

1’−3 1/2"

E’

8" DIA. STEEL SUPPORT TUBE WELDED TO BASE PLATE

LANDING

FORMED STEEL TREADS & RISERS − THICKNESS AS REQUIRED 2 1/2" x 2 1/2" x 3/8" x 9" STEEL ANGLE WITH (2) EXPANSION BOLTS WITH 4" EMBED

−

1 1/4" x 1 1/4" x 3/16" x 8" STEEL ANGLE WELDED TO STRINGER TYP.

2 1/2" x 2 1/2" x 3/8" THICK WASHER

1" THICK NON−SHRINK GROUT BELOW PLATE

LANDING 6’−2"

C L

E’

6’−2"

LANDING

(INSIDE FACE OF STRINGER)

1’−3 1/2"

C L

1’ − 6"

6’−2"

(INSIDE FACE OF STRINGER)

1’−3 1/2"

SLAB ON GRADE FLOOR SLAB PER PLAN

1" N. MI

1/4" END CLOSURE PANEL

1/4"

6.7

1 1/2" = 1’−0"

2" NWC CONCRETE − POURED IN THE FIELD PER STRUCTURAL DRAWINGS

(4) 1" DIA. ANCHOR BOLTS WITH 12" EMBED

STRINGER TO CONC. LANDING

−

SECTION VIEW

C L

24’−2"

11 TREADS @ 11" 12 RISERS @ 7"

10’−1"

14 TREADS @ 11" 15 RISERS @ 6.66"

12’−10"

24’−2"

11 TREADS @ 11" 12 RISERS @ 7"

10’−1"

11 TREADS @ 11" 12 RISERS @ 7"

10’−1" 24’−2"

11 TREADS @ 11" 12 RISERS @ 7"

10’−1"

11 TREADS @ 11" 12 RISERS @ 7"

PLAN VIEW

UP 13’ − 0" 10’−6

STAIR #2

3_ " 8

10’−6

STAIR #2

−

9’−6

13’−9

1 1/2" = 1’−0"

SLAB ON GRADE FLOOR SLAB PER PLAN

3_ " 8

1/4"

STAIR #2

−−

9’−6

(WALL FINISH TO WALL FINISH)

7_ " 8

"C" − THIRD FLOOR PLAN VIEW

3_ " 8

8" DIA. STEEL SUPPORT TUBE

STAIRS STRINGER BASE ANCHORAGE

CONCRETE BLOCK−OUT PER STRUCTURAL DRAWINGS

3_ " 8

−

1" THICK NON−SHRINK GROUT

(WALL FINISH TO WALL FINISH)

"B" − SECOND FLOOR PLAN VIEW

THICKNESS PER PLAN

10’−1"

W12 x 19

SECOND FLOOR 15’−0"

STEEL BASE PLATE PER PLAN

"A" − FIRST FLOOR PLAN VIEW

(4) 1" DIA. ANCHOR BOLTS WITH 12" EMBED FOOTING PER PLAN REFER TO STRUCTURAL DRAWINGS FOR SIZE / DIMENSIONS

APPROVALS

WIDTH PER PLAN

SECTION VIEW

STAIRS #2 - FIRST, SECOND, AND THIRD FLOOR PLANS

1/4" = 1’−0"

CONSULTANT:

EISENHOWER MEDICAL CENTER

RINKER BUILDING EXPANSION AND RENOVATION 39−000 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270

STAIR COLUMN FOOTING BASE PLATE DETAIL 1 1/2" = 1’−0"

ARCHITECT:

REVISIONS MOON MAYORAS ARCHITECTS, INC.

REVISIONS

SHEET TITLE PROJECT:

B40303.01

SCALE: DRAWN:

Author

CHECKED:

655 ’G’ STREET, SUITE A SAN DIEGO, CA. 92101 PHONE (619) 235−9780 FAX (619) 235−9773 www.moonmayoras.com

Checker

APPROVED: DATE:

STAIR PLANS / DETAILS

As indicated

Approver

APRIL 13, 2018

SHEET NUMBER

A1301

5/4/2018 11:23:43 AM

GRD

(E) MULLION TO REMAIN (E) SPANDREL GLAZING TO BE REMOVED 5 A904

EXTERIOR CEMENT PLASTER SYSTEM PER SPECIFICATIONS

(E) EXTERIOR CEMENT PLASTER SYSTEM OVER METAL STUDS O.C. TO REMAIN

FINISHED FIN−WING WALL BEYOND INSULATION IN CAVITY

GALVANIZED SHEET METAL REGLET AND COUNTER FLASHING. FLASHING INSTALLED BEHIND EXTERIOR PLASTER SYSTEM PER SPECIFICATIONS

FORMED ALUMINUM COVER PLATE PER SPECIFIATIONS

(E) CURTAIN WALL SYSTEM REMAIN

CONTINUOUS EXTRUDED ALUMINUM FRAME

CONTINUOUS EXTRUDED ALUMINUM FRAME PARAPET WALL BEYOND

(E) CONTINUOUS FIRE SAFING SUPPORTED BY IMPALING CLIPS TO REMAIN. PROVIDE ADDITIONAL FIRE SAFING TO FILL VOID AT BENT PLATE

PARAPET WALL BEYOND (E) 6" x 18 GAUGE METAL STUDS AT 16" O.C., INSULATION AND GYPSUM BOARD FINISH TO REMAIN

(E) CURTAIN WALL ANCHOR CLIP TO REMAIN (E) CONTINUOUS FIRE SAFING TO REMAIN

(E) CONCRETE POUR STOP EDGE PLATE TO REMAIN

(E) CONCRETE POUR STOP EDGE PLATE TO REMAIN 8" MIN.

10"

8" MIN.

(E) 2 HOUR FIRE RATED CLOSURE AT FLOOR LEVEL (UL #438) TO REMAIN

SLOPE TO DRAIN 1/4" PER FOOT

SRJW−1000

SLOPE TO DRAIN 1/4" PER FOOT

EL: 28’−0" EL: 28’−0"

SRJW−1000

(E) 2 1/2" CONCRETE FLOOR SLAB ON 3" METAL DECK TO REMAIN 10"

(E) STEEL BEAM WITH SPRAY−ON FIREPROOFING TO REMAIN

(E) 2 1/2" CONCRETE FLOOR SLAB ON 3" METAL DECK TO REMAIN

CONCRETE OVER METAL DECK PER STRUCTURAL DRAWINGS VAPOR BARRIER

ROOF ASSEMBLY PER PROJECT MANUAL

(E) STEEL BEAM WITH SPRAY−ON FIREPROOFING TO REMAIN

PLASTER WEEP SCREED PER SPECIFICATIONS

10"

CONCRETE OVER METAL DECK PER STRUCTURAL DRAWINGS VAPOR BARRIER

(E) STIFFENER PLATE TO REMAIN

10" OFX−10F 2HR FIRE BARRIER UL #FW−D−2006 ON GALVANIZED STEEL FLANGES

(E) 2 1/4" PLATE WITH (4) 3/4" DIA. BOLTS TO REMAIN

CONTINUOUS BENT PLATE WELDED TO UNDERSIDE OF (E) COMPOSITE DECK PER STRUCTURAL (E) 4" X 16 GAUGE TRACK TO REMAIN

THIRD LEVEL: 10" OFX−10F 2HR FIRE BARRIER UL #FW−D−2006 ON GALVANIZED STEEL FLANGES

(E) ALUMINUM CURTAIN WALL MULLION SYSTEM TO REMAIN BELOW THE EXISTING FLOOR SLAB. REMOVE SPANDREL GLAZING FOR INSTALLATION OF FIREPROOFING AT THIRD FLOOR LEVEL

(E) CEILING WALL SOFFIT FRAMING TO REMAIN

(E) 4" x 16 GAUGE TRACK TO REMAIN

(E) 2" x 14 GAUGE CHANNELS AT 18" O.C. TO REMAIN

(E) BRACE TO BE REMAIN

(E) TUBE STEEL − 6" x 4" x 3/16" BOLTED TO STEEL PLATE TO REMAIN (E) 2" x 14 GAUGE CHANNELS AT 18" O.C. TO REMAIN (E) FIN FRAMING INCLUDING EXTERIOR CEMENT PLASTER TO REMAIN

SEISMIC JOINT AT CURTAIN WALL - THIRD FLOOR COMPOSITE ROOF DECK - NORTH

1 1/2" = 1’−0"

SEISMIC JOINT AT PLATER FIN WALL - THIRD FLOOR COMPOSITE ROOF DECK - NORTH 1 1/2" = 1’−0"

GRD

(E) EXTERIOR CEMENT PLASTER SYSTEM OVER METAL STUDS O.C. TO REMAIN

GRD

A (E) MULLION TO REMAIN

FINISHED FIN−WING WALL BEYOND

(E) SPANDREL GLAZING TO REMAIN

GALVANIZED SHEET METAL REGLET AND COUNTER FLASHING. FLASHING INSTALLED BEHIND EXTERIOR PLASTER SYSTEM PER SPECIFICATIONS

INTERIOR WALL TYPE 1D: 3 5/8" x 16 GAUGE METAL STUD AT 16" O.C. WITH ONE LAYER 5/8" GYPSUM BOARD

FORMED ALUMINUM COVER PLATE PER SPECIFIATIONS CONTINUOUS EXTRUDED ALUMINUM FRAME

INFILL (E) CURTAIN WALL PANEL WITH 4" x 16 GAUGE METAL STUDS AT 16" O.C. WITH ONE LAYER GYPSUM BOARD

(E) 6" x 18 GAUGE METAL STUDS AT 16" O.C. TO REMAIN

CONT. THERMAFIBER INSULATION AT EXTERIOR GLAZING

PARAPET WALL BEYOND

(E) CONTINUOUS FIRE SAFING TO REMAIN

(E) CURTAIN WALL SYSTEM REMAIN (E) CONCRETE POUR STOP EDGE PLATE TO REMAIN

(E) FURRED WALL TO REMAIN (E) CONTINUOUS FIRE SAFING SUPPORTED BY IMPALING CLIPS TO REMAIN. PROVIDE ADDITIONAL FIRE SAFING TO FILL VOID AT BENT PLATE

8" MIN.

ROOF ASSEMBLY PER PROJECT MANUAL

(E) CURTAIN WALL ANCHOR CLIP TO REMAIN

SLOPE TO DRAIN 1/4" PER FOOT

SRJW−1000 (E) CONCRETE POUR STOP EDGE PLATE TO REMAIN

EL: 28’−0"

EL: 15’−0" (E) CONCRETE FLOOR SLAB ON METAL DECK TO REMAIN

10" ROOF ASSEMBLY PER PROJECT MANUAL

(E) STEEL BEAM WITH SPRAY− ON FIREPROOFING TO REMAIN (E) CONCRETE FLOOR SLAB ON METAL DECK TO REMAIN (E) STEEL BEAM WITH SPRAY−ON FIREPROOFING TO REMAIN

CONCRETE OVER METAL DECK PER STRUCTURAL DRAWINGS

VAPOR BARRIER

10" OFX−10F 2HR FIRE BARRIER UL #FW−D−2006 ON GALVANIZED STEEL FLANGES

(E) 4" X 16 GAUGE TRACK TO REMAIN (E) BRACE TO BE REMAIN

(E) 4" X 16 GAUGE TRACK TO REMAIN (E) CEILING WALL SOFFIT FRAMING TO REMAIN

(E) 6" x 18 GAUGE METAL STUDS TO REMAIN (E) EXTERIOR CEMENT PLASTER SYSTEM OVER METAL STUD FRAMING TO REMAIN

5" OFX−5F 2HR FIRE BARRIER UL #FF−D−1094 ON GALVANIZED STEEL FLANGES CONTINUOUS BENT PLATE WELDED TO UNDERSIDE OF (E) COMPOSITE DECK PER STRUCTURAL (E) ALUMINUM CURTAIN WALL SYSTEM TO REMAIN BELOW THE EXISTING SECOND FLOOR SLAB. REMOVE SPANDREL GLAZING TO FOR INSTALLATION OF FIRE PROOFING

SEISMIC JOINT AT CURTAIN WALL - SECOND FLOOR COMPOSITE ROOF DECK - NORTH

1 1/2" = 1’−0"

CONSULTANT:

EISENHOWER MEDICAL CENTER

RINKER BUILDING EXPANSION AND RENOVATION 39−000 BOB HOPE DRIVE RANCHO MIRAGE, CA 92270

APPROVALS

SEISMIC JOINT AT PLASTER WALL - THIRD FLOOR COMPOSITE ROOF DECK - NORTH 1 1/2" = 1’−0"

ARCHITECT:

REVISIONS MOON MAYORAS ARCHITECTS, INC.

REVISIONS

SHEET TITLE PROJECT:

B40303.01

SCALE: DRAWN:

Author

CHECKED:

655 ’G’ STREET, SUITE A SAN DIEGO, CA. 92101 PHONE (619) 235−9780 FAX (619) 235−9773 www.moonmayoras.com

Checker

APPROVED: DATE:

PARTIAL SECTIONS / DETAILS

1 1/2" = 1’−0"

Approver

APRIL 13, 2018

SHEET NUMBER

A905