G-001

BM

1/4" = 1'-0"

GENERAL

INFORMATION

1

LOCATION MAP

TITLE / OWNER

RIVERSIDE UNIVERSITY HEALTHSYSTEM - MEDICAL CENTER

26520 CACTUS AVENUEMORENO VALLEY, CA 92555

PROJECT DATA

SHEET INDEX

VICINITY MAP

ABBREVIATIONS

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

·

CODE DATA

SHEET OF SHEETS6

mark

DATE:

1800015.RAPROJECT NO:

DWG FILE:

DRAWN BY:

CHECKED BY:

DRAWING SCALE:

1177 Idaho Street, Suite 200Redlands, CA 92374

Phone: (909) 335-7400Fax: (909) 335-7299info@miller-aip.com

owner approval

dateinitials phase

revisions/addenda

date comment

BLO

WE

R R

OO

M IM

PR

OV

EM

EN

TS

26

52

0 C

AC

TU

S A

VE

NU

E

MO

RE

NO

V

AL

LE

Y, C

A 9

25

55

FA

CIL

IT

Y N

o: 1

50

07

RIV

ER

SID

E U

NIV

ER

SIT

Y H

EA

LT

H S

YS

TE

M

ME

DIC

AL C

EN

TE

R - F

AC

ILIT

Y N

o. 15007

26

52

0 C

AC

TU

S A

VE

NU

E

MO

RE

NO

V

AL

LE

Y, C

A 9

25

55

project information

G-001.DWG

GWM

03/05/2018

sheet name

sheet number

Ó

D

E

A

R

T

S

L

C

I

N

E

A

T

S

C

T

E

C

H

T

I

LC

F

A

O

R

I

N

A

I

F

O

E

GARY W.

MILLER

No. C14635

REN. 9-30-19

OSHPD #

S180350-33-00

DIRECTORY

SCOPE OF WORK

”

2. “ ”

3. “ ”

4. “ ”

“ ”

G-002

BM

1/4" = 1'-0"

GENERAL

NOTES

2

GENERAL NOTESGENERAL NOTES - CONTINUED

SHEET OF SHEETS6

mark

DATE:

1800015.RAPROJECT NO:

DWG FILE:

DRAWN BY:

CHECKED BY:

DRAWING SCALE:

1177 Idaho Street, Suite 200Redlands, CA 92374

Phone: (909) 335-7400Fax: (909) 335-7299info@miller-aip.com

owner approval

dateinitials phase

revisions/addenda

date comment

BLO

WE

R R

OO

M IM

PR

OV

EM

EN

TS

26

52

0 C

AC

TU

S A

VE

NU

E

MO

RE

NO

V

AL

LE

Y, C

A 9

25

55

FA

CIL

IT

Y N

o: 1

50

07

RIV

ER

SID

E U

NIV

ER

SIT

Y H

EA

LT

H S

YS

TE

M

ME

DIC

AL C

EN

TE

R - F

AC

ILIT

Y N

o. 15007

26

52

0 C

AC

TU

S A

VE

NU

E

MO

RE

NO

V

AL

LE

Y, C

A 9

25

55

project information

G-002.DWG

GWM

03/05/2018

sheet name

sheet number

Ó

D

E

A

R

T

S

L

C

I

N

E

A

T

S

C

T

E

C

H

T

I

LC

F

A

O

R

I

N

A

I

F

O

E

GARY W.

MILLER

No. C14635

REN. 9-30-19

OSHPD #

S180350-33-00

AS-101

--

1" = 30'-0"

SITE PLAN /

MAIN LEVEL

FLOOR PLAN

3SHEET OF SHEETS6

mark

DATE:

1800015.RAPROJECT NO:

DWG FILE:

DRAWN BY:

CHECKED BY:

DRAWING SCALE:

1177 Idaho Street, Suite 200Redlands, CA 92374

Phone: (909) 335-7400Fax: (909) 335-7299info@miller-aip.com

owner approval

dateinitials phase

revisions/addenda

date comment

BLO

WE

R R

OO

M IM

PR

OV

EM

EN

TS

26

52

0 C

AC

TU

S A

VE

NU

E

MO

RE

NO

V

AL

LE

Y, C

A 9

25

55

FA

CIL

IT

Y N

o: 1

50

07

RIV

ER

SID

E U

NIV

ER

SIT

Y H

EA

LT

H S

YS

TE

M

ME

DIC

AL C

EN

TE

R - F

AC

ILIT

Y N

o. 15007

26

52

0 C

AC

TU

S A

VE

NU

E

MO

RE

NO

V

AL

LE

Y, C

A 9

25

55

project information

AS-101.DWG

GWM

03/05/2018

sheet name

sheet number

D

E

A

R

T

S

L

C

I

N

E

A

T

S

C

T

E

C

H

T

I

LC

F

A

O

R

I

N

A

I

F

O

E

GARY W.

MILLER

No. C14635

REN. 9-30-19

OSHPD #

S180350-33-00

A-101

--

1" = 30'-0"

LOWER LEVEL

FLOOR PLAN

4SHEET OF SHEETS6

mark

DATE:

1800015.RAPROJECT NO:

DWG FILE:

DRAWN BY:

CHECKED BY:

DRAWING SCALE:

1177 Idaho Street, Suite 200Redlands, CA 92374

Phone: (909) 335-7400Fax: (909) 335-7299info@miller-aip.com

owner approval

dateinitials phase

revisions/addenda

date comment

BLO

WE

R R

OO

M IM

PR

OV

EM

EN

TS

26

52

0 C

AC

TU

S A

VE

NU

E

MO

RE

NO

V

AL

LE

Y, C

A 9

25

55

FA

CIL

IT

Y N

o: 1

50

07

RIV

ER

SID

E U

NIV

ER

SIT

Y H

EA

LT

H S

YS

TE

M

ME

DIC

AL C

EN

TE

R - F

AC

ILIT

Y N

o. 15007

26

52

0 C

AC

TU

S A

VE

NU

E

MO

RE

NO

V

AL

LE

Y, C

A 9

25

55

project information

A-101.DWG

GWM

03/05/2018

sheet name

sheet number

D

E

A

R

T

S

L

C

I

N

E

A

T

S

C

T

E

C

H

T

I

LC

F

A

O

R

I

N

A

I

F

O

E

GARY W.

MILLER

No. C14635

REN. 9-30-19

OSHPD #

S180350-33-00

SHEET OF SHEETS6

mark

DATE:

1800015.RAPROJECT NO:

DWG FILE:

DRAWN BY:

CHECKED BY:

DRAWING SCALE:

1177 Idaho Street, Suite 200Redlands, CA 92374

Phone: (909) 335-7400Fax: (909) 335-7299info@miller-aip.com

owner approval

dateinitials phase

revisions/addenda

date comment

BLO

WE

R R

OO

M IM

PR

OV

EM

EN

TS

26

52

0 C

AC

TU

S A

VE

NU

E

MO

RE

NO

V

AL

LE

Y, C

A 9

25

55

FA

CIL

IT

Y N

o: 1

50

07

RIV

ER

SID

E U

NIV

ER

SIT

Y H

EA

LT

H S

YS

TE

M

ME

DIC

AL C

EN

TE

R - F

AC

ILIT

Y N

o. 15007

26

52

0 C

AC

TU

S A

VE

NU

E

MO

RE

NO

V

AL

LE

Y, C

A 9

25

55

project information

A-102 FLOOR PLAN.DWG

GWM

03/05/2018

sheet name

sheet number

Ó

D

E

A

R

T

S

L

C

I

N

E

A

T

S

C

T

E

C

H

T

I

LC

F

A

O

R

I

N

A

I

F

O

E

GARY W.

MILLER

No. C14635

REN. 9-30-19

OSHPD #

S180350-33-00

A-102

--

1/4" = 1'-0"

DEMOLITION

PLAN AND

REMODEL PLAN

5

EXIT

ROOM

BLOWER

SHEET OF SHEETS6

mark

DATE:

1800015.RAPROJECT NO:

DWG FILE:

DRAWN BY:

CHECKED BY:

DRAWING SCALE:

1177 Idaho Street, Suite 200Redlands, CA 92374

Phone: (909) 335-7400Fax: (909) 335-7299info@miller-aip.com

owner approval

dateinitials phase

revisions/addenda

date comment

BLO

WE

R R

OO

M IM

PR

OV

EM

EN

TS

26

52

0 C

AC

TU

S A

VE

NU

E

MO

RE

NO

V

AL

LE

Y, C

A 9

25

55

FA

CIL

IT

Y N

o: 1

50

07

RIV

ER

SID

E U

NIV

ER

SIT

Y H

EA

LT

H S

YS

TE

M

ME

DIC

AL C

EN

TE

R - F

AC

ILIT

Y N

o. 15007

26

52

0 C

AC

TU

S A

VE

NU

E

MO

RE

NO

V

AL

LE

Y, C

A 9

25

55

project information

A-301 SECTIONS.DWG

GWM

03/05/2018

sheet name

sheet number

Ó

D

E

A

R

T

S

L

C

I

N

E

A

T

S

C

T

E

C

H

T

I

LC

F

A

O

R

I

N

A

I

F

O

E

GARY W.

MILLER

No. C14635

REN. 9-30-19

OSHPD #

S180350-33-00

A-301

--

1/4" = 1'-0"

SECTIONS

DETAILS

6

8

N.T.S.-

11

N.T.S.-

9

N.T.S.-

10

N.T.S.-

12

N.T.S.-

13

N.T.S.-

1

SCALE 1/4"=1'-0"SECTIONS

2

SCALE: 6"=1'-0"TACTILE EGRESS SIGNAGE

3

SCALE: 6"=1'-0"TACTILE SIGNAGE

4

N.T.S.SIGNAGE NOTES

5

1 1/2"=1'-0"RATED WALL HEAD PARALLEL TO METAL DECK

6

1 1/2"=1'-0"RATED WALL HEAD PERP. TO METAL DECK

7

N.T.S.-

APPLICABLE CODES1. ALL WORK SHALL COMPLY WITH THE CALIFORNIA CODE AND REGULATIONS (CCR), TITLE 24,

PART 2, CALIFORNIA BUILDING CODE 2016, HERE AFTER REFERED AS CBC 2016.

2. DESIGN LOADS: ASCE 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES 2010, AS AMMENDED BY CBC 2016.

3. CONCRETE DESIGN: ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE 2014, AS AMMENDED BY THE CBC 2016.

4. STEEL DESIGN:

A. AISC 360-10, SPECIFICATION FOR STRUCTURAL STEEL 2010, AS AMMENDED BY THE

CBC 2016.

5. MASONRY DESIGN:

A. TMS 402-13/ACI 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY

STRUCTURES AS AMMENDED BY THE CBC 2016.

B. TMS 602-13/ACI 530.1-13/ASCE 6-13, SPECIFICATION FOR MASONRY STRUCTURES

AS AMMENDED BY THE CBC 2016.

GENERAL NOTES1. ALL WORK SHALL COMPLY WITH CALIFORNIA BUILDING CODE 2016 (CBC 2016), CALIFORNIA

CODE AND REGULATION (CCR), TITLE 24 PART 2.

2. ALL DRAWINGS AND SPECIFICATIONS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW ANDCOORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF RIVERSIDE UNIVERSITY HEALTH CENTER, HERE AFTER REFERRED TO AS

OWNER, PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THE

CONTRACTOR'S OWN EXPENSE, AND AT NO EXPENSE TO THE OWNER.

3. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION STANDARDS. IF CLARIFICATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO PROCEEDING WITH THE WORK.

4. ALL DIMENSIONS AND THE SITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE JOB SITE PRIOR TO START OF SHOP DRAWINGS, START OF CONSTRUCTION, AND/OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, OR CONDITIONS DEVELOP NOT COVERED BY THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER & CONSULTING TEAM FOR CLARIFICATION.

5. CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ADJACENT EXISTING SURFACES AND AREAS, WHICH MAY BE DAMAGED AS A RESULT OF THE NEW WORK.

6. DO NOT SCALE DRAWINGS. PRINTED DIMENSIONS HAVE PRECEDENCE OVER SCALED DRAWINGS AND LARGE SCALE OVER SMALL.

7. WHERE NO SPECIFIC DETAIL IS SHOWN THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION ON THIS PROJECT.

8. THE CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE AND SAFETY OF WORKMEN DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE OWNER OR STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS, AND DOES NOT IN ANY WAY RELIEVE THE CONTRACTOR OF THE RESPONSIBILITIES FOR THE ABOVE.

9. FOR TRENCHES OR EXCAVATIONS FIVE FEET (5' - 0") OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND, THE CONTRACTOR IS TO OBTAIN THE NECESSARY PERMIT FROM THE STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY, PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.

10. NO HOLES, NOTCHES, BLOCKOUTS, ETC. ARE ALLOWED IN STRUCTURAL ELEMENTS UNLESS DETAILED ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER.

11. COORDINATE BUILDING FOOTPRINT WITH ARCHITECTURAL DRAWINGS FOR DIMENSIONS.

12. IN CASE OF DISCREPANCIES BETWEEN NOTES & SPECIFICATIONS, THESE NOTES SHALL TAKE PRECEDENCE OVER SPECIFICATIONS.

13. CUTTING, BORING, SAWCUTTING AND/OR DRILLING THROUGH THE NEW OR EXISTING STRUCTURAL ELEMENTS TO BE DONE ONLY WHEN SHOWN IN DETAIL ON THE DRAWINGS OR ACCEPTED BY THE ARCHITECT (STRUCTURAL ENGINEER), WITH THE APPROVAL OF THE

OWNER. DO NOT CUT EXISTING REINFORCEMENT BARS IN CONCRETE COMPONENTS, WHERE SPECIFIED ON DETAILS. IF EXISTING BARS ARE ENCOUNTERED DURING DRILLING STOP SEEK INSTRUCTION FROM THE ENGINEER OF RECORD AND THE OWNER. CONTRACTOR SHALL OBTAIN A COPY OF AS-BUILTS FOR AFFECTED MEMBERS.

14. THE EXACT DEPTH, EXTENT, AND LOCATION OF ALL FLOOR DEPRESSIONS, ELEVATED AREAS, OR OTHER IRREGULARITIES SHALL BE COORDINATED WITH ARCHITECTURAL OR APPLICABLE DRAWINGS. THE STRUCTURAL DRAWINGS DO NOT NECESSARILY INDICATE ALL OF THESE ITEMS.

15. TESTING LABORATORY, EMPLOYED BY THE CONTRACTOR, SHALL BE APPROVED BY THE

ARCHITECT, STRUCTURAL ENGINEER AND BY THE OWNER.

16. THE INSPECTOR OF RECORD (IOR), ASSIGNED TO THE PROJECT, SHALL BE APPROVED BY THE ARCHITECT, STRUCTURAL ENGINEER AND BY THE OWNER.

17. SUBSTITUTIONS SHALL BE CONSIDERED AS A CHANGE ORDER AND BE APPROVED BY THE

OWNER PRIOR TO FABRICATION OR USE.

18. FOR NEW OPENING LOCATIONS & DEMOLITION PLANS, REFER TO THE ARCH. DRAWINGS.

SHOP DRAWINGS1. REVIEW AND STAMP SHOP DRAWINGS PRIOR TO SUBMISSION TO ARCHITECT (STRUCTURAL

ENGINEER). REVIEW FOR COMPLETENESS AND COMPLIANCE WITH CONTRACT DOCUMENTS.

2. SUBMIT SHOP DRAWINGS TO ARCHITECT (STRUCTURAL ENGINEER) AS INDICATED OR SPECIFIED FOR REVIEW AND ACCEPTANCE PRIOR TO FABRICATION. REVIEW WILL BE FOR GENERAL CONFORMANCE WITH DESIGN INTENT CONVEYED IN CONTRACT DOCUMENTS.

3. WHEN AN ENGINEER IS REQUIRED TO SIGN AND STAMP SHOP DRAWINGS AND CALCULATIONS,

ENSURE SEAL INDICATES ENGINEER AS REGISTERED IN STATE WHERE PROJECT SITE OCCURS.

4. SHOP DRAWINGS ARE NOT A PART OF CONTRACT DOCUMENTS. THEREFORE, ARCHITECT'S (STRUCTURAL ENGINEER'S) REVIEW DOES NOT CONSTITUTE AN AUTHORIZATION TO

DEVIATE FROM TERMS AND CONDITIONS OF THE CONTRACT.

5. SHOP DRAWINGS WILL BE REJECTED FOR INCOMPLETENESS, LACK OF COORDINATION WITH OTHER PORTIONS OF CONTRACT DOCUMENTS, LACK OF CALCULATIONS (IF REQUIRED), OR WHERE MODIFICATIONS OR SUBSTITUTIONS ARE INDICATED WITHOUT PRIOR REVIEW PER PARAGRAPH ABOVE.

6. SUBMIT SHOP DRAWINGS AND CALCULATIONS TO GOVERNING CODE AUTHORITY WHEN SPECIFICALLY INDICATED OR REQUESTED.

7. MAINTAIN A COPY OF ALL SHOP DRAWINGS ACCEPTED BY ARCHITECT (STRUCTURAL

ENGINEER)AT SITE DURING CONSTRUCTION PERIOD.

8. STRUCTURAL ENGINEER REQUIRES 10 WORKING DAYS AFTER RECEIPT OF SHOP DRAWINGS

AND CALCULATIONS FOR PROCESSING.

9. ONLY TWO COPIES OF EACH STRUCTURAL SHOP DRAWING SUBMITTAL WILL BE ACCEPTED FOR

REVIEW AND ONE COPY WILL BE MARKED AND RETURNED WITH COMMENTS, IF ANY. ALL OTHER ADDITIONAL COPIES SUBMITTED WILL BE RETURNED UNMARKED.

DESIGN LOADSGOVERNING CODES: CBC 2016 & ASCE 7-10

THE SEISMIC DESIGN CRITERIA:

RISK CATEGORY = IV (TBL. 1604A.5, CBC 2016)Ie = 1.5 (TBL. 1.5-2, ASCE 7-10)

SITE CLASS = “D”

SITE LOCATION:LATITUDE: 33° 54' 42.156" N LOGITUDE: 117° 11' 45.168" W

MAPPED SPECTRAL ACCELERATION AT MCESS = 1.727 (g), S1 = 0.755 (g) (FIG. 1613.3.1(1) & (2), CBC 2016)

SITE AMPLIFICATION FACTORSFa = 1.00, Fv = 1.50 (TBL. 1613.3.3(1) & (2), CBC 2016)

SITE ADJUSTED MCE SPECTRAL ACCELERATIONSSMS = 1.730 (g), SM1 = 1.130 (g) (Eq. 16A-37 & 16A-38, CBC 2016)

DESIGN SPECTRAL ACCELERATIONSSDS = 1.150 (g), SD1 = 0.760 (g) (Eq. 16A-39 & 16A-40, CBC 2016)

SEISMIC DESIGN CATEGORY = F (§1613A.3.5, CBC 2016)

SEISMIC FORCE CRITERIA:

INTERIOR NONSTRUCTURAL WALLS AND PARTITIONS (TBL. 13.5-1, ASCE 7-10)

ALL OTHER WALLS AND PARTITIONS

ap = 1.0 Rp = 2.5

ABV. ABOVEALT ALTERNATEARCH. ARCHITECT(URAL)BM. BEAM(B) OR BOTT. BOTTOM BTWN. BETWEENB.O.F BOTTOM OF FOOTINGCBC CALIFORNIA BUILDING CODE CJP COMPLETE JOINT PENETRATIONCL CENTER LINECLR. CLEARCOL. COLUMNCONC. CONCRETECONN. CONNECTIONCONT. CONTINUOUSD.C.W DESIGN CRITICAL WELDDIA. OR Ø DIAMETERDIM. DIMENSIONDWG. DRAWING(S)(E) EXISTINGEA. EACHEMBED. EMBEDMENTELEC. ELECTRICALELEV. ELEVATIONE.O.D. EDGE OF DECKE.O.R. ENGINEER OF RECORDEQ. EQUALFND. FOUNDATIONFT. FOOT (OR) FEETFTG. FOOTINGGA. GAGEGALV. GALVANIZEDHORIZ. HORIZONTALHS HIGH STRENGTHHSS HOLLOW STRUCTURAL STEELI.F. INSIDE FACE (OR) INNER FACEIN. INCHINT. INTERIORLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALMAX. MAXIMUM

ABBREVIATIONS

MECH. MECHANICAL.MFR. MANUFACTURERMIN. MINIMUM(N) NEWN.I.C. NOT IN CONTRACTNTS NOT TO SCALENWC NORMAL WEIGHT CONCRETEO.C. ON CENTEROPNG. OPENINGPL PLATE (OR) PROPERTY LINEQTY. QUANTITYREF. REFERENCEREINF. REINFORCINGREQ. REQUIREDS.A.D. SEE ARCHITECTURAL DRAWINGSCHED. SCHEDULESEOR STRUCTURAL ENGINEER OF RECORDSIM. SIMILARS.O.G. SLAB ON GRADES.S. STAINLESS STEELSTD. STANDARDSTAGG. STAGGEREDSTIFF. STIFFENERSTL. STEELSTRUCT. STRUCTURALT&B TOP & BOTTOMTHK. THICKTYP. TYPICALT.O.F TOP OF FOOTINGU.N.O. UNLESS NOTED OTHERWISEU.O.N. UNLES OTHERWISE NOTEDVERT. OR (V) VERTICALW/ WITH

SPECIAL INSPECTION1. ALL TESTING & INSPECTION SHALL COMPLY WITH CHAPTER 17A OF THE CBC 2016.

2. SPECIAL INSPECTOR QUALIFICATIONS: THE SPECIAL INSPECTOR SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDING OFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING. EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHEN THE DOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OF SPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MERETIAL QUALITIES. THESE REQUIREMENTS ARE IN ADDITION TO QUALIFICATIONS SPECIFIED IN CBC 2016.

3. THE INSPECTION AND TESTING STRUCTURAL STEEL SHALL COMPLY WITH CHAPTER N, AISC

360-10, QUALITY CONTROL AND QUALITY ASSURANCE. INSPECTION AND TESTING OF STEEL MEMBERS PART OF THE LATERAL FORCE RESISTING SYSTEM (LFRS) SHALL ALSO COMPLY CHAPTER J, ASIC 341-10, QUALITY CONTROL AND QUALITY ASSURANCE.

4. SPECIAL INSPECTION SHALL BE PROVIDED FOR THE FOLLOWING INDICATED TASKS:

REQUIREDIBC

REFERENCEREFERENCESTANDARD

CONTINUOUSSPECIAL

INSPECTIONTYPE

TABLE 1705A.3, CBC 2016

REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION

1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT.

2. REINFORCING BAR WELDING:a. VERIFY WELDABILITY OF

REINFORCING BARS OTHER THAN ASTM A706;

b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16"; AND

c. INSPECT ALL OTHER WELDS.

3. INSPECT ANCHORS CAST IN CONCRETE.

4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS.

a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY ORUPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.

b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a.

5. VERIFY USE OF REQUIRED DESIGN MIX.

6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.

8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.

12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.

-

-

7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES.

ACI 318 CH. 20,25.2 , 25.3,

26.6.1-26.6.3

AWS D1.4ACI 318: 26.6.4

ACI 318: 17.8.2

ACI 318:17.8.2.4

ACI 318:17.8.2

ACI 318: CH 19,26.4.3 , 26.4.4

ASTM C 172ASTM C 31

ACI 318: 26.4, 26.12

ACI 318:26.5

ACI 318:26.11.1.2(b)

ACI 318:26.5.3-26.5.5

1908.4

-

1904.1, 1904.2, 1908.2, 1908.3

1908.10

1908.6, 1908.7, 1908.8

1908.9

REQUIRED

REQUIRED

REQUIRED

REQUIRED(AS OCCURS)

REQUIRED

REQUIRED

REQUIRED

REQUIRED

REQUIRED

REQUIRED TYPE

TABLE 1705A.6, CBC 2016

REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS

1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.

2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.

5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.

REQUIRED

REQUIRED

3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS.

4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.

REQUIRED

REQUIRED

REQUIRED

PERIODIC SPECIAL

INSPECTION

X

X

X

X

- X -

X

X

-

- X

X -

X -

- X

9. INSPECT PRESTRESSED CONCRETE FOR :a.APPLICATION OF PRESTRESSING

FORCES; AND.b.GROUTING OF BONDED

PRESTRESSING TENDONS.

X

X

-

-

ACI 318:26.10

-

10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS..

- X

-

11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FORM BEAMS ANSTRUCTURAL SLABS.

- X

ACI 318:CH. 26.8

-

ACI 318:26.11.2

-

- X

CONTINUOUSSPECIAL

INSPECTION

PERIODIC SPECIAL

INSPECTION

-

-

-

-

-

X

X

X

X

X

SPECIAL INSPECTION (CONTINUED)5. MASONRY CONSTRUCTION: SPECIAL INSPECTIONS AND TESTS OF MASONRY

CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE QUALITY ASSURANCE PROGRAM REQUIREMENTS OF TMS 402/ACI 530/ASCE 5, AS SET FORTH IN TABLE 3.1.3 LEVEL C REQUIREMENTS AND TMS 602/ACI 530.1/ASCE 6.

TMS 402/

ACI 530/ASCE 5

CONTINUOUS

INSPECTION TASK

TABLE 3.1.3 - LEVEL C QUALITY ASSURANCE, TMS 402-13/ACI 530-13/ASCE 5-13

1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS- ART. 1.5

PERIODIC

X

MINIMUM TESTS

VERIFICATION OF f′m AND f′AAC IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4B PRIOR TOCONSTRUCTION AND FOR EVERY 5,000 sq.ft (465 sq.m) DURING CONSTRUCTION

VERIFICATION OF PROPORTIONS OF MATERIALS IN PREMIXED OR PREBLENDED MORTAR, PRESTRESSINGGROUT, AND GROUT OTHER THAN SELF-CONSOLIDATING GROUT, AS DELIVERED TO THE PROJECT SITE

VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITEIN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5 B.1.b.3 FOR SELF-CONSOLIDATING GROUT

MINIMUM SPECIAL INSPECTION

FREQUENCY * REFERENCE FOR CRITERIA

TMS 602/

ACI 530.1/ASCE 6

-

2. VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:

a. RPOPORTIONS OF SITE-MIXED MORTAR, GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS

-ART. 2.1,2.6A,

2.6 B,2.6 C,2.4 G.1.b

X -

b. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS, AND PRESTRESSING TENDONS AND ANCHORAGES

- ART. 2.4,3.4X SEC. 6.1

c. PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF MORTAR JOINTS

ART. 3.3BX

d. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TENDONS AND ANCHORAGES X

ART. 3.2E, 3.4,3.6 A

SEC. 6.1,6.2.1, 6.2.6,

6.2.7

e. GROUT SPACE PRIOR TO GROUTING XART. 3.2 D,

3.2 F

f. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS X

ART. 3.5, 3.6 C

g. SIZE AND LOCATION OF STRUCTURAL ELEMENTS ART. 3.3 FX

h. TYPE, SIZE, AND LOCATION OF ANCHORS INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION.

XSEC.1.2.1(e),6.1.4.3, 6.2.1

i. WELDING OF REINFORCEMENT XSEC.8.1.6.7.2

,9.3.3.4 (c),11.3.3.4 (b)

j. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40ºF (4.4ºC)) OR HOT WEATHER (TEMPERATURE ABOVE 90ºF (32.2ºC))

X ART. 1.8 C,1.8 D

k. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE

X ART. 3.6 B

l. PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF THIN-BED MORTAR JOINTS

XART. 3.3 B.9,

3.3 F.1.b

m. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY

X ART. 2.1 C.1

3. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMS

XART. 1.4 B.2.a.3

,1.4 B.2.b.3,1.4 B.2.c.3,

1.4 B.3, 1.4 B.4

* FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTION, WHICH MAY BE CONTINUOUS DURING THE TASK LISTED OR PERIODIC DURING THE LISTED TASK, AS DEFINED IN THE TABLE.

LIGHT GAUGE METAL FRAMING

1. APPLICABLE STANDARDS: CBC CHAPTER 22, DIVISION VII AND “SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS” OF AISI, LATEST EDITION. LIGHT MATERIALS SHALL BE AS FOLLOWS:

43 MILS (18 GAUGE) AND LIGHTER (33 KSI): GALVANIZED, ASTM A446, GRADE A.

54 MILS (16 GAUGE) AND HEAVIER (50 KSI): GALVANIZED, ASTM A446, GRADE D

2. MANUFACTURER AND PROPERTIES: MEMBER OF STEEL STUD MANUFACTURER’S ASSOCIATION (SSMA)COMPLYING WITH ICC-ES EVALUATION REPORT NO. 4943P. PROVIDE STUDS, TRACKS AND JOISTS WITH MINIMUM EFFECTIVE SECTION PROPERTIES PER EVALUATION REPORT.

3. MINIMUM GAUGE THICKNESS: INDICATED PROPERTIES ARE BASED ON THE FOLLOWING THICKNESSES:

12 GA. – 0.1017 INCH, 97 MILS

14 GA. – 0.0713 INCH, 64 MILS

16 GA. – 0.0566 INCH, 54 MILS

18 GA. – 0.0451 INCH, 43 MILS

20 GA. – 0.0329 INCH, 33 MILS

4. TRACK MATERIAL: PROVIDE UNPUNCHED TRACK OF DIMENSIONS TO ENSURE PROPER FIT OF STUDS.

5. LATERAL BRIDGIN FOR STUDS (SEE 1/S1.92): REQUIRED WHEN RIDGID WALL FINISH DOES NOT CONTINUE FULL HEIGHT OF EITHER OR BOTH SIDES OF STUDES. INSTALL HORIZONTAL STRAPS OR COLD-ROLLED CHANNELS AS SHOWN AND IN ACCORDANCE WITH SECTION D3 OF AISI SPECIFICATION.

6. LATERAL BLOCKING FOR JOISTS (SEE 1/S1.93 AND 3/S1.95): JOISTS SHALL BE BRACED BY FULL DEPTH BLOCKING AT ALL POINTS OF SUPPORT. JOIST BLOCKING SHALL ALSO BE PROVIDED AT THE FOLLOWING LOCATIONS:

SPAN < 14 FEET 1 ROW AT MID SPANSPAN < 20 FEET 2 ROWS AT 1/3 POINTSSPAN < 26 FEET 3 ROWS AT ¼ POINTS

7. STUD AND JOIST PUNCH-OUT LOCATIONS: WEB PUNCH-OUTS SHALL NOT BE LOCATED CLOSER THAN TWICE THE MEMBER DEPTH FROM THE EDGE OF BEARING SUPPORT OR CONNECTING MEMBER.

8. SECURING: PLUMB, ALIGN AND TIGHTLY NEST IN SUPPORTING TRACKS WITH SECURE ATTACHMENT TO BOTH FLANGES OF TRACKS. FASTEN WITH “SCREWS,” PER PROPIETARY ANCHORAGES AND FASTENERS SECTION OF GENERAL NOTES, UNLESS DETAILED OTHERWISE. SPLICES IN JOISTS AND AXIAL LOADED STUDS AND BRACES ARE NOT PERMITTED UNLESS SPECIFICALLY DETAILED.

9. WELDING: ANSI/AWS D1.3 AND CBC CHAPTER 22, DIVISION VII.

A. WELDER CERTIFICATION: GOVERNING CODE AUTHORITY.

B. ELECTRODES: E60XX AT 33 KSI MEMBERS, 370 XX AT 50 KSI MEMBERS.

C. TOUGH-UP: ZINC-RICH PAINT AT GALVANZED MEMBERS AND REGULAR PAINT AT CARBON SHEET STEEL.

08/04/14 OSHPD 1ST PLAN CHECK

SHEET OF SHEETS

mark

5

6

3

4

2

1

DATE:

1800015.RAPROJECT NO:

DWG FILE:

DRAWN BY:

CHECKED BY:

DRAWING SCALE:

owner approval

7

8

9

10

dateinitials

00/00/00

phase

--

revisions/addendadate comment

BL

OW

ER

RO

OM

IM

PR

OV

EM

EN

TS

26520 C

AC

TU

S A

VE

NU

EM

OR

EN

O V

ALLE

Y,

CA

92555

FA

CIL

ITY

No:

15007

RIV

ER

SID

E U

NIV

ER

SIT

Y H

EA

LT

H S

YS

TE

MM

ED

ICA

L C

EN

TE

R -

FA

CIL

ITY

No

. 1

500

7

26520 C

AC

TU

S A

VE

NU

EM

OR

EN

O V

ALLE

Y,

CA

92555

project information

A-102 FLOOR PLAN.DWG

GWM

03/05/2018

sheet name

sheet number

DRAWING

NAME: Z:\PR

OJEC

TS\2

018 PROJEC

TS\R

UHS-

MC B

LOWER ROO

M 1800015.RA\DRAW

INGS\C

ONSTRU

CTION

DOC

UMENTS\A-102 FLOO

R PLAN.DWG | PLOT D

ATE: 7/2

3/2008 9:20 AM

| P

LOTTED B

Y: JOH

N RIVERA |

2013 M

ILLER ARCHITECTURAL COR

PORATION

ALL R

IGHTS R

ESERVED

OSHPD #S180350-33-00

6

1177 Idaho Street, Suite 200

Redlands, CA 92374

Phone: (909) 335-7400

Fax: (909) 335-7299

info@miller-aip.com

S-0.01

GENERALNOTES

6

2

7

11

10

6

7

11

76

12

8

3H

L L L L

-

-

-

-

-

-

-

-

--

-

-

-

DOOR

DUCT/OTHER

TYP

AT INT.WALLS

JAMB STUDS AT

ADJACENT OPNG

FRAMING ELAVATION

BOTTOM TRACK

PER

INFILL AT RATED WALLS

MATCH WALL STUD

SIZE AND SPACING

BRIDGING, SPACED AT 4'-0"

MAX OC VERT, SEE

TYP

REF.: STEEL STUDMANUFACTURER'S ASSOCIATION (ICC 4943P)

1. PROVIDE STUDS, TRACKS AND BRACING PER SCHEDULE BELOW:

METAL STUD SCHEDULE

NOMINALSIZE

CATALOG

SIZE

MINIMUM PROPERTIES SPACING

(INCHES)

3 5/8" x 20GA

4" x 20GA

4" x 18GA

362S137-33

400S162-33

400S162-43

0.479

0.692

0.892

0.264

MAX. HEIGHTH

(FEET)

16

16

16

9'-0"

14'-0"

16-0"

0.346

0.446

4.59

5.91

8.23

INTERIOR STUDS

lx in4 Sx in4 Ma in-k

2. ALL STUDS AND TRACKS SHALL CONFORM TO ASTM A653, A1008 OR A1011

18 GA AND LIGHTER: MINIMUM YIELD POINT OF 33 KSI16 GA AND HEAVIER: MINIMUM YIELD POINT OF 50 KSIALL STUDS AND TRACKS SHALL BE MANUFACTURED BY CURRENT MEMBERS OFTHE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) LISTED IN ICCREPORT NO. 493P. ALL STUDS AND TRACK SHALL COMPLY WITH ICC REPORTNO. 493P.

ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY OR ON AN ANGLE3.(SUCH AS BRACING) TO SQUARELY FIT AGAINST ABUTTING MEMBERS.MEMBERS SHALL BE HELD FIRMLY IN POSITION UNTIL PROPERLY FASTENED.

STUDS AND TRACKS SHALL BE ATTACHED BY WELDING AND SHEET METAL4.SCREWS AS NOTED ON THE DRAWINGS.

PUNCH-OUTS MAY LOCATED ALONG THE OF THE WEBS OF5.FRAMING MEMBERS. PUNCH-OUTS SHALL A MINIMUM CENTER TO CENTERSPACING OF 24" AND BE 12 1/2" FROM MEMBER ENDS. PUNCH-OUTS SHALL HAVEA MAXIMUM WIDTH OF HALF THE MEMBER DEPTH OR 2 1/2", WHICHEVER IS LESS,AND A MAXIMUM LENGTH OF 4 1/2".

SPLICES IN STUDS AND BRACES SHALL NOT BE PERMITTED.6.

ALL FRAMING SHALL BE COORDINATED WITH GLAZING MANUFACTURER, MECHANICAL,7.ELECTRICAL, PLUMBUNG AND OTHER TRADES.

POWDER ACTUATED FASTENERS (PAF) SHALL BE X-DNI AS MANUFACTURED BY8.HILTI, ICC-ESR REPORT NO. 1663 OR APPROVED EQUAL. PROVIDE 0.08" THICK X 1.1" SQ.OR 1.425" ROUND WASHERS FOR ALL POWDER ACTUATED FASTENERS.

PROVIDE SHEET METAL SCREWS (SMS) PER DETAIL 20 ON THIS SHEET.9.

SEE DETAIL 4 ON THIS SHEET FOR TYPICAL COLD ROLLED CHANNEL10.(CRC) BRIDGING ATTACHMENTS AND SPLICES. CRC MAY BE OMITTED

WHERE THE FOLLOWING SHEATHING AND ATTACHMENTS ARE PROVIDEDON BOTH SIDES OF STUDS.

WALL SHEATHING ATTACHMENT

APPROVED LATH FOR PLASTER #8X3/8" HEAD SMS, SPACEDPER ASTM C 841

SINGLE-PLY GYPSUM WALLBOARD ATTACHMENTS PER TABLEASTM C 1280AND/OR GYPSUM LATH

TWO PLY GYPSUM WALLBOARD ATTACHMENTS PER TABLEASTM C 1280

PLYWOOD #6 PHILIPS BUGLE HEADSCREWS SPACED PER TABLEASTM C 1280

SEE ARCHITECTURAL DRAWINGS FOR WALL TYPES AND FINISHES11.SEE ARCHITECTURAL PLANS FOR RATED WALL LOCATIONS

JAMB STUDS

L ≤ 4'-0"

3" MIN. T&B TO NEAREST PUNCH-OUT

1"

1"

1/2"

1/2"

EQ

2"x2"x16GA CLIP ANGLE, ONE TOP & ONE BOTTOM OF SILL1/2" LESS THAN STUD W/ 3-#12 SMS EA LEG AS SHOWN ABOVE

CRIPPLE STUDS

HEADER

4'-0" < L ≤ 18'-0"

HEADER ATTACHMENTAS SHOWN

2"x2"x16GA CLIP ANGLE, ONE TOP & ONE BOTTOM OF SILL1/2" LESS THAN STUD W/ 3-#12 SMS EA LEG AS SHOWN ABOVE

JAMB STUDS

3" MIN. T&B TO NEAREST PUNCH-OUT

1"

1"

1/2"

1/2"

EQ

CRIPPLE STUDS

HEADER

#8 SMSEA FLANGE

TRACK SECTION X HEADER DEPTHW/ (6) #12 SMS TO JAMB AND (3) #12 SMS EASIDE OF HEADER

HEADER ATTACHMENT

1/2"

EQ

1/2"

EQ

SILL TRACK

2"x2"x16GA CLIP ANGLE, 1/2" LESS THAN STUD WIDTH W/ 3-#12 SMS EA LEG AS SHOWN ABOVE

JAMB STUDS

L ≤ 4'-0"

3" MIN. T&B TO NEAREST PUNCH-OUT

1"

1"

1/2"

1/2"

EQ SILL SECTION

2"x2"x16GA CLIP ANGLE, ONE TOP & ONE BOTTOM OF SILL1/2" LESS THAN STUD W/ 3-#12 SMS EA LEG AS SHOWN ABOVE

JAMB STUDS

4'-0" < L ≤ 18'-0"

3" MIN. T&B TO NEAREST PUNCH-OUT

1"

1"

1/2"

1/2"

EQ

HEADER FRAMING

HEADER SPAN "L"

WHERE DOOR OCCURS @ CORNER W/O DIM, LOCATE DOOR JAMB 4" FROM CORNER

TRACK EA. SIDE ATSLOT CUT

TRACKSPLICE

@ HDR. TYP.

ANCHOR BOLT PER PLAN

BEND AND LAP TRACK 3"

2-#8 S.M.S.

ISOMETRIC OF STUD FRAMING AT OPENING

4-#8 S.M.S.

#8 S.M.S. @ 12" O.C. MAX. TYP.

#8 SMS EA. STUD FLANGE TO TRACK

TRACK

9" MAX.

STEEL STUD @ 16" O.C. TYP.

TRACK SEE SCHEDULE

HEADER FRAMING

STUD W/ 4-#8 SMS TO JAMB STUD

STEEL STUD @ 16" O.C.

#8 SMS @ 12" O.C. MAX. TYP.

(JAMB TO JAMB)

ALTERNATE

GIRT PER PLAN

TRACK

TOP SLIP TRACK AT FLOOR OR ROOF

BELOW HEADER TURN TRACK UP ORNOTE: WHERE STUDS ARE ABOVE OR

DOWN TO STUD FOR ATTACHMENTAS SHOWN

#8 SMS IN TUNED UP TRACK WEB

DOUBLE STUD HEADER SEE SCHEDULE

TOP SLIP TRACK AT FLOOR OR ROOF

#8 SMS EA. STUD FLG. TO TRACK

MIN. 5/8" ø A.B. @ 24" O.C. MAX.

S-0.022

S-0.022

16GA TRACK T&B

6" x 16GA STUDEA SIDE

6" STUD@ 16" O.C.

2-#8 SMS @ 16" O.C. T&B

11'-0" < L ≤ 14'-0"

16GA TRACK T&B

4" x 16GA STUDEA SIDE

6" STUD@ 16" O.C.

2-#8 SMS @ 16" O.C. T&B

4'-0" < L ≤ 11'-0"

6" x 16GA STUDEA SIDE

6" STUD@ 16" O.C.

L ≤ 4'-0"

16GA TRACK T&B

8" x 16GA STUDEA SIDE

6" STUD@ 16" O.C.

2-#8 SMS @ 16" O.C. T&B

14'-0" < L ≤ 18'-0"

1/8 1-1/2@16TYP.

1/8 1-1/2@16EA SIDE

16GA TRACK

L < 4'

16GA CAPPING TRACK

14 GA. STUD

1/8EA

SIDE1 1/2 @ 16

4'-0"<L<14'-0"

WELD OPTION

16GA TRACK

14GA STUD

16GA TRACK

#8 SMS

@16" O.C., TYP

4'-0"<L<14'-0"

SCREW OPTION

1/8TYP

1 1/2" @ 16

STUDS PERSCHED.

WELD OPTION SCREW OPTION#8 SMS

@16" O.C.

EA. FLANGE

NUMBER

OF STUDS

JAMB STUD SCHEDULE

MAX ALLOWABLE OPENING WIDTH, L OR

MAX ALLOWABLE COMBINE OPENING WIDTH

L1 + L2 AT ADJACENT OPENING

COMMENTS

(2) STUDS 11'-0"

(3) STUDS 18'-0"

-16GA @INT JAMBS

-14GA @EXT JAMBS

-16GA @INT JAMBS

-14GA @EXT JAMBS

STUDS PERSCHED.

ADD 16 GA.TRACK, TYP.

2-#12 SMS

@16" O.C., TYP.

NOTES:

1. JAMB STUDS DEPTHS SHALL MATCH TYPICAL WALL STUD DEPTHS

1"

GA

P

1 1/8" MIN

FLAT SLAB OR DECK PERPENDICULAR

WALL STUD

TYP.

0.145∅ PAF W/

1 1/2" EMBEB

@ 2'-0" OC TYP

(#12 SMS @ BARE

DECK)

DECK PARALLEL

3"x16GA PL.

@ 2'-0" OC

#12 SMS

@ 2'-0" OC

NOTE: INSIDE DIMENSION OF OUTER TRACK TO BE 1/8" MORE THAN STUD WIDTH

NO ATTACHMENT

FROM TOP TRACK

TO CAPPING TRACK

ADD FASTENERS

AT JAMB

JAMB STUDS

WHERE OCCURS

#8 SMS W/ STAND-OFF

WASHER EA. FLANGE.

INSTALL FASTENERS AT

INSTALL FASTENERS

AT CENTER OF 1 1/2"

SLOT

CENTER OF 2" SLOT

3"

3"

3"

3"

TY

PS

PA

CIN

G

1'-2"

MA

X

3" 3"

1"

DEPRESSION PERPLAN

DUCTTYP

BOTTOMTRACK

JAMBSTUDS

OPENING

ADD PAF ATJAMB STUDS

ATYP

BCURB

12" LONG STUDCENTERED ON SPLICEW/ 3-#8 SMS EASIDE EA END

AT CONTRACTOR'SOPTION, SPLICE WITHADDITIONAL FASTENERSMAY BE USED

SPLICE

BCURBS

ATYPICAL INTERIOR

DEPRESSION PERPLAN

CURB PER PLAN

#8 SMSEA STUDEA FLANGE

1/2"∅ EXPANSION BOLTHILTI "TZ" OR EQUAL W / 3 1/4" EMBED. W/ STD

WASHER @ 32" O.C.

1/2"∅ EXPANSION BOLTHILTI "TZ" OR EQUAL W / 3 1/4" EMBED. W/ STD

WASHER @ 32" O.C.

1_2" TYP

3/4 "

BRIDGING SPLICE:12" LONG CRC INVERTED OVERCENTER OF SPLICE W/ 3-#10SMS EA SIDE OF SPLICE

WHERE BRIDGING TERMINATESAT BUILT-UP JAMB, EXTENDCRC INTO PUNCH-OUT.

2"X2"16GA CLIP ANGLE,

1/2" LESS THAN STUD

WIDTH W/ 4-#10 SMS, TYP

BRIDGING:CONT 16GA COLD ROLLEDCHANNEL (CRC)

1/2

"

1 1/2"

WALL STUD, TYP8" MAX

1 / 2"

3 / 4"

08/04/14 OSHPD 1ST PLAN CHECK

SHEET OF SHEETS

mark

5

6

3

4

2

1

DATE:

1800015.RAPROJECT NO:

DWG FILE:

DRAWN BY:

CHECKED BY:

DRAWING SCALE:

owner approval

7

8

9

10

dateinitials

00/00/00

phase

--

revisions/addendadate comment

BL

OW

ER

RO

OM

IM

PR

OV

EM

EN

TS

26520 C

AC

TU

S A

VE

NU

EM

OR

EN

O V

ALLE

Y,

CA

92555

FA

CIL

ITY

No:

15007

RIV

ER

SID

E U

NIV

ER

SIT

Y H

EA

LT

H S

YS

TE

MM

ED

ICA

L C

EN

TE

R -

FA

CIL

ITY

No

. 1

500

7

26520 C

AC

TU

S A

VE

NU

EM

OR

EN

O V

ALLE

Y,

CA

92555

project information

A-102 FLOOR PLAN.DWG

GWM

03/05/2018

sheet name

sheet number

DRAWING

NAME: Z:\PR

OJEC

TS\2

018 PROJEC

TS\R

UHS-

MC B

LOWER ROO

M 1800015.RA\DRAW

INGS\C

ONSTRU

CTION

DOC

UMENTS\A-102 FLOO

R PLAN.DWG | PLOT D

ATE: 7/2

3/2008 9:20 AM

| P

LOTTED B

Y: JOH

N RIVERA |

2013 M

ILLER ARCHITECTURAL COR

PORATION

ALL R

IGHTS R

ESERVED

OSHPD #S180350-33-00

6

1177 Idaho Street, Suite 200

Redlands, CA 92374

Phone: (909) 335-7400

Fax: (909) 335-7299

info@miller-aip.com

S-0.02

GENERALDETAILS

1" = 1'-0"1

METAL STUD FRAMING ELEV & NOTES

1 1/2" = 1'-0"2

HEADER AND JAMB CONNECTION

1 1/2" = 1'-0"3

SILL AND JAMBS CONNECTION

1" = 1'-0"4

NON-BEAR'G STL STUD FRAM'G

1 1/2" = 1'-0"6

HEADERS

1 1/2" = 1'-0"7

SILLS

1 1/2" = 1'-0"11

JAMBS

1" = 1'-0"10

INTERIOR TOP TRACK

1" = 1'-0"8

BOTTOM TRACK 1" = 1'-0"

12BRIDGING

3/ 4

" M

IN

OV

ER

LA

P

3/ 8

" M

IN

GA

P

FLAT SLAB OR DECK PERPENDICULAR

WALL STUD

TYP.

0.145∅ PAF W/

1 1/2" EMBEB

@ 2'-0" OC TYP

(#12 SMS @ BARE

DECK)

DECK PARALLEL

3"x16GA PL.

@ 2'-0" OC

#12 SMS

@ 2'-0" OC

NOTE: INSIDE DIMENSION OF OUTER TRACK TO BE 1/8" MORE THAN STUD WIDTH

NO ATTACHMENT

FROM TOP TRACK

TO CAPPING TRACK

ADD FASTENERS

AT JAMB

JAMB STUDS

WHERE OCCURS

#8 SMS EA

FLANGE

CAPPING TRACK

TOP TRACK

ISO. DETAIL

METAL STUD SEE

DTLS./SCH.

SLOTTED DEEP TRACK

16 GA.

2 1/2"

1 1/2"

3/4"

3/4"

MULTIPLE MEMBERSAS REQ'D. AT JAMB

MULTIPLE MEMBERSAS REQ'D. AT HEAD

4 - #10 SCREWS

HEAD TRACK

@ 12" O.C.2 - #10 SCREWS

OR DISTRIBUTIONMEMBER

TOP TRACK

2 - #10 SCREWS EA. SIDE

AND JAMB STRENGTH

EXTEND CLOSURE TRACKAS REQUIRED FOR HEAD

4 - #10 SCREWS EA. SIDE

4 - #10 SCREWS

MULTIPLE MEMBERSAS REQ'D. AT JAMB

MEMBEROR DISTRIBUTIONTOP TRACK

2 - #10 SCREWS EA. SIDE

HEAD CONNECTION ANDTRACK AS REQUIRED FOR

#10 SCREW EA. SIDE

JAMB STRENGTH

EXTEND CLOSURE

HEAD TRACK

MEMBERS, ASSUMING Fy=33ksi AND Fu=45ksi FOR THE STEEL.FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURALNOTE: DESIGN VALUES ARE BASED ON THE AISI SPECIFICATION

2" MIN.

LENGTH

PER INCH OF ARC WELDALLOWABLE LOAD

THICKNESS / GA.

0.0566" / 16

STEEL DESIGN

1/8"

WELD SIZE

760

(LBS. / INCH)ALLOWABLE LOAD

C.

L

L

A.

L

L

D.

B.

JOISTS OR RAFTERSTOP EDGE OF PENETRATIONSHALL NOT BE LOCATEDANY HIGHER THAN THETOP EDGE OF THE PUNCH-OUT

1. FLANGES SHALL NOT BE NOTCHED OR CUT.2. CAPACITY VERIFICATION BY DESIGN IS REQ'D FOR ANY OPENINGS

LOCATED AT CONCENTRATED LOADS AND BEARING ENDS.3. FOR UNPUNCHED MEMBERS CONSULT THE MANUFACTURER.

NOTE:

NO REINFORCEMENT REQUIREDFOR PENETRATIONS WITH A DIAMETERLESS THAN OR EQUAL TO PUNCH-OUTDEPTH, EXCEPT AS NOTED BELOW

STUDS

FOR PENETRATIONS GREATERTHAN PUNCH-OUT DEPTH

OPENING CENTERED IN WEB

REINFORCEMENT REQUIRED

TOP TRACK

SECTION OF TRACK TO MATCH TOP TRACK

8-#10 SCREWS EA. SIDE, EA. TRACK

TOP TRACK

8-#10 SCREWS EA. SIDE, EA. TRACK

TRACK BLOCKING, CLIPFLANGE AND BEND,INSTALL AT WALL ENDSAND @ 8'-0" OC MAXHORIZ, COORDINATE W/PIPES AND CONDUITS

WALL STUD, TYP8" MAX

2-#8 SMS, TYP

4-#8 SMS,STRAP TOBLOCKING, TYP

TAUT FLAT STRAP EA SIDE18GA x 1-1/2" MIN

1-#8 SMS EASTUD

3"T

&B

TO

NE

AR

ES

TP

UN

CH

-OU

T

4' < L < 14'

2"X2"X16 GA CLIP

ANGLES, ONE TOP &

BOTTOM OF SILL

1/ 2" LESS THAN STUD WIDTH

W/ 3-#12 SMS EA LEG AS

SHOWN ABOVE

JAMB STUDSSILL SECTION

1"

1"

1/2"

EQ.

1/2"

1"

1"

3"T

&B

TO

NE

AR

ES

TP

UN

CH

-OU

T

1/2"

EQ.

1/2"

L < 4'

2"X2"X16 GA CLIP

ANGLES, ONE BOTTOM OF SILL

1/2

" LESS THAN STUD WIDTH

W/ 3-#12 SMS EA LEG AS

SHOWN ABOVE

JAMB STUDSSILL TRACK

#10 SCREWS @ 6" O.C.

ACORNER

BINTERSECTION

"C" CHANNEL TYP.

TYP.

08/04/14 OSHPD 1ST PLAN CHECK

SHEET OF SHEETS

mark

5

6

3

4

2

1

DATE:

1800015.RAPROJECT NO:

DWG FILE:

DRAWN BY:

CHECKED BY:

DRAWING SCALE:

owner approval

7

8

9

10

dateinitials

00/00/00

phase

--

revisions/addendadate comment

BL

OW

ER

RO

OM

IM

PR

OV

EM

EN

TS

26520 C

AC

TU

S A

VE

NU

EM

OR

EN

O V

ALLE

Y,

CA

92555

FA

CIL

ITY

No:

15007

RIV

ER

SID

E U

NIV

ER

SIT

Y H

EA

LT

H S

YS

TE

MM

ED

ICA

L C

EN

TE

R -

FA

CIL

ITY

No

. 1

500

7

26520 C

AC

TU

S A

VE

NU

EM

OR

EN

O V

ALLE

Y,

CA

92555

project information

A-102 FLOOR PLAN.DWG

GWM

03/05/2018

sheet name

sheet number

DRAWING

NAME: Z:\PR

OJEC

TS\2

018 PROJEC

TS\R

UHS-

MC B

LOWER ROO

M 1800015.RA\DRAW

INGS\C

ONSTRU

CTION

DOC

UMENTS\A-102 FLOO

R PLAN.DWG | PLOT D

ATE: 7/2

3/2008 9:20 AM

| P

LOTTED B

Y: JOH

N RIVERA |

2013 M

ILLER ARCHITECTURAL COR

PORATION

ALL R

IGHTS R

ESERVED

OSHPD #S180350-33-00

6

1177 Idaho Street, Suite 200

Redlands, CA 92374

Phone: (909) 335-7400

Fax: (909) 335-7299

info@miller-aip.com

S-0.03

GENERALDETAILS

1" = 1'-0"1

ALTERNATE TOP TRACK

12" = 1'-0"2

SLOTTED TRACK DETAIL

12" = 1'-0"3

NON-AXIAL LOAD BEAR'G G.T. 4'-0"

12" = 1'-0"4

NON-AXIAL LOAD BEAR'G L.T. 4'-0"

NOT TO SCALE5

TYP. WELDING DETAIL

NOT TO SCALE6

WEB PENETRATION

1" = 1'-0"7

TOP TRACK SPLICE

1" = 1'-0"8

BRIDGING

1 1/2" = 1'-0"9

SILL & JAMB CONNECTION

1 1/2" = 1'-0"10

SILL & JAMB CONNECTION

1 1/2" = 1'-0"11

WALL CORNERS & INTERSECTIONS

UP

F0005

F0036

F0030

S007

F0044

F0042

F0043

F0045

F0031

F0036

F0030

S007

F0045

F0044

F0043

F0005

F0031

F0036

F0030

S007

F0045

F0044

F0042

F0043

F0005

F0031

F0036

F0030

S007

F0045

F0044

F0042

F0043

F0005

F0031

CORRIDOR

ACCOUNTING/INVENTORY

RECEIVING& BREAKOUT

STAIR G

MANAGER

CONF.

MANAGER

GENERALSTORES

ACCOUNTING/INVENTORY

RECEIVING& BREAKOUT

STAIR G

MANAGER

MANAGER

CONF.

CORRIDOR

GENERALSTORES

ACCOUNTING/INVENTORY

RECEIVING& BREAKOUT

STAIR G

MANAGER

MANAGER

CONF.

CORRIDOR

GENERALSTORES

ACCOUNTING/INVENTORY

RECEIVING& BREAKOUT

STAIR G

MANAGER

MANAGER

CONF.

CORRIDOR

GENERALSTORES

HH.9

HH

JJ

II

GG

NEW METALSTUD WALL

08/04/14 OSHPD 1ST PLAN CHECK

SHEET OF SHEETS

mark

5

6

3

4

2

1

DATE:

1800015.RAPROJECT NO:

DWG FILE:

DRAWN BY:

CHECKED BY:

DRAWING SCALE:

owner approval

7

8

9

10

dateinitials

00/00/00

phase

--

revisions/addendadate comment

BL

OW

ER

RO

OM

IM

PR

OV

EM

EN

TS

26520 C

AC

TU

S A

VE

NU

EM

OR

EN

O V

ALLE

Y,

CA

92555

FA

CIL

ITY

No:

15007

RIV

ER

SID

E U

NIV

ER

SIT

Y H

EA

LT

H S

YS

TE

MM

ED

ICA

L C

EN

TE

R -

FA

CIL

ITY

No

. 1

500

7

26520 C

AC

TU

S A

VE

NU

EM

OR

EN

O V

ALLE

Y,

CA

92555

project information

A-102 FLOOR PLAN.DWG

GWM

03/05/2018

sheet name

sheet number

DRAWING

NAME: Z:\PR

OJEC

TS\2

018 PROJEC

TS\R

UHS-

MC B

LOWER ROO

M 1800015.RA\DRAW

INGS\C

ONSTRU

CTION

DOC

UMENTS\A-102 FLOO

R PLAN.DWG | PLOT D

ATE: 7/2

3/2008 9:20 AM

| P

LOTTED B

Y: JOH

N RIVERA |

2013 M

ILLER ARCHITECTURAL COR

PORATION

ALL R

IGHTS R

ESERVED

OSHPD #S180350-33-00

6

1177 Idaho Street, Suite 200

Redlands, CA 92374

Phone: (909) 335-7400

Fax: (909) 335-7299

info@miller-aip.com

S-2.01

FLOORPLAN

3/16" = 1'-0"1

Floor Plan

john

Miller Signature

john

Miller Signature

john

Miller Signature

john

Miller Signature

john

Miller Signature

BUILDING ADDRESS: 26520 CACTUS AVENUEMORENO VALLEY, CA 92555

OCCUPANCY TYPE: B, A-3, S-1, & S-2

TYPE OF CONSTRUCTION: IIB

SPRINKLED: YES

STORIES: 3 STORY

TOTAL FLOOR AREA: APPROX. 3,705 SQ. FT

OSHPD NUMBER: S180350-33-00

AREA OF WORK

1. INSTALLATION AND RELOCATION OF NEW AND EXISTING AUDIBLE-VISUAL NOTIFICATION APPLIANCES TO PROVIDEPROPER COVERAGE PER NFPA 72 REQUIREMENTS IN THE AREA OF WORK. REFERENCE SHEET FA-201 FOR THE EXACTLOCATION.

2. CONNECT ALL NEW AND RELOCATED AUDIBLE-VISUAL NOTIFICATION APPLIANCES TO THE EXISTING BFAPS-1 "V17" AND"V18" SIGNAL CIRCUITS. REFERENCE SHEET FA-201 FOR THE EXACT LOCATIONS.

3. RELOCATION OF EXISTING SMOKE DETECTORS TO PROVIDE PROPER SMOKE COVERAGE PER NFPA 72 REQUIREMENTS INTHE AREA OF WORK. REFERENCE SHEETS FA-201 FOR THE EXACT LOCATIONS.

4. THE EXISTING FIRE ALARM SYSTEM IN THIS BUILDING IS AN EDWARDS EST3 FIRE ALARM CONTROL PANEL.

5. INSTALLATION OF CONTROL RELAY MODULE AND MULTI-VOLTAGE RELAY TO SHUTDOWN CSFDS @ LOAD CENTER PERDAMPER CIRCUIT.

RIVERSIDE UNIVERSITY HEALTHSYSTEM - MEDICAL CENTER26520 CACTUS AVENUE, MORENO VALLEY, CA 92555

FIRE ALARM SYSTEMBUILDING INFORMATION SCOPE OF WORK ABBREVIATIONS SYMBOL LEGEND

VICINITY MAP GENERAL NOTES

DRAWINGS NOT PLOTTED 30" X 42" ARE NOT TO SCALE

WIRE LEGEND

* RECOMMENDATION FOR CONDUIT SIZE BY C.E.C

MAXIMUM CONDUCTORS

1 1/2"1 1/4"

INCHES

CONDUIT SIZE

2"

1"3/4"1/2"

#18 AWG

21613297553419

16910476432615

#16 AWG #14 AWG

1549469392413

MAXIMUM NUMBER OF CONDUCTORS IN ELECTRICAL METALLIC TUBING

TYPELETTERS

CONDUCTORSIZE

AWG/KCMIL3/4 1 1-1/4 1-1/2 2 2-1/2 3 3-1/2 4

22 35 61 84 138 241 364 476 60816 26 45 61 101 176 266 347 44310 16 28 38 63 111 167 219 2796 9 16 16 36 64 96 126 161

1412108

THHN

THWN

PERCENT AREA OF CONDUIT PERCENT REDUCTION PER - NUMBER18AWG TWISTED SHIELDED PAIRS

TRADE SIZEINCHES

INTERNALDIAMETER

INCHES

TOTAL AREA 100%

SQ. IN.

OVER 2WIRES 40%

SQ. IN.1 2 3 4 5 6 7 8

3/4 0.824 0.533 0.213 19% 38% 57% 76% 95% X X X

1 1.049 0.864 0.346 12% 24% 36% 48% 6% 72% 84% 96%

1 1/4 1.380 1.496 0.598 7% 14% 21% 28% 35% 42% 49% 56%

1 1/2 1.610 2.036 0.814 5% 10% 15% 20% 25% 30% 35% 40%

2 2.067 3.356 1.342 3% 3% 9% 12% 15% 18% 21% 24%

BOX SIZE VS. NUMBER OF WIRES PER C.E.C.J-BOXES3-1/4X1-1/2 OCTAGON3-1/2X1-1/2 OCTAGON4X1-1/2 OCTAGON4X1-1/8 OCTAGON4X4X1-1/24X4X2-1/84X2-1/8X1-1/24X2-1/8X1-7/84X2-1/2X2-1/2

#14558

111115355

#12457

101014345

CONDUIT WIRE FILL CHART

A ADDRESSABLE CIRCUIT

CALLOUT USAGE

2#18 FPLR (UNSHIELDED)

TYPE

TWISTED-PAIR, SOLID

BP BACKFLOW PREVENTER

CSFD COMBINATION SMOKE / FIRE DAMPER

EOL END-OF-LINE RESISTOR

ER EXISTING DEVICE TO BE REMOVED

ERN EXISTING DEVICE TO BE REMOVEDAND REPLACED WITH NEW

ERR EXISTING DEVICE TO BE REMOVEDAND REINSTALLED

EX EXISTING DEVICE TO REMAIN

FACP FIRE ALARM CONTROL PANEL

FATC FIRE ALARM TERMINAL CABINET

LRM LOCAL RAIL MODULE

N NEW DEVICE

PIV POST INDICATOR VALVE

RR EXISTING DEVICE TO BE REMOVEDAND RELOCATED

FPL FIRE-POWER LIMITED

FPLP FIRE-POWER LIMITED PLENUM

FPLR FIRE-POWER LIMITED RISER

TP TWISTED PAIR

TSP TWISTED SHIELDED PAIR

THHN "T" THERMOPLASTIC INSULATED CABLE"HH" MEANS THAT THE WIRE IS HEAT RESISTANT AND CAN WITHSTAND A HIGHER TEMPERATURE (UP TO 194° F)"N" NYLON COATING THAT COVERS WIRE INSULATION

THWN "T" THERMOPLASTIC INSULATED CABLE"H" MEANS WIRE IS HEAT RESISTANT"W" MEANS WIRE IS APPROVED FOR DAMP/WET LOCATIONS"N" NYLON COATING THAT COVERS WIRE INSULATION

WP WEATHERPROOF DEVICE

PROJECT TEAM

APPLICABLE CODES & REGULATIONSCALIFORNIA CODE OF REGULATIONS (CCR), TITLE 192016 CALIFORNIA BUILDING CODE (CBC)2016 CALIFORNIA ELECTRICAL CODE (CEC)2016 CALIFORNIA MECHANICAL CODE (CMC)2016 CALIFORNIA FIRE CODE (CFC)NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 72, 2016 EDITION,

1. ALL WIRING SHALL BE INSTALLED IN ACCORDANCE WITH C.E.C. ARTICLE 760, POWER LIMITED FIRE PROTECTIVESIGNALING CIRCUITS.

2. UPON COMPLETION OF THE INSTALLATION OF THE FIRE ALARM SYSTEM, A SATISFACTORY TEST OF THE ENTIRE SYSTEMSHALL BE MADE IN THE PRESENCE OF THE FIRE MARSHAL.

3. A STAMPED SET OF APPROVED FIRE ALARM PLANS SHALL BE ON THE JOB SITE AND USED FOR INSTALLATION. ANYDEVIATION FROM APPROVED PLANS, INCLUDING THE SUBSTITUTION OF DEVICES, SHALL BE APPROVED BY THE FIREMARSHAL.

4. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE CODE OR RECOGNIZED STANDARDS SHALL BE BROUGHT TO THEATTENTION OF THE INSPECTOR OF RECORD.

5. ALL DEVICES OF THE FIRE ALARM SYSTEM SHALL BE APPROVED AND LISTED BY THE CALIFORNIA STATE FIRE MARSHAL.

6. FIRE ALARM DEVICES SHALL BE INSTALLED PER N.F.P.A. 72.

7. ALL WIRING, INITIATING DEVICES AND ANNUNCIATOR PANEL SHALL BE SUPERVISED TO THE PRINCIPAL POINT OFANNUNCIATION.

8. WIRING SHALL NOT BE LOOPED THROUGH DEVICES; WIRE MUST BE CUT AT EACH DEVICE.

9. ALL WIRING TO BE INSTALLED IN CONDUIT. CONDUIT SIZE TO BE 3/4" MINIMUM UNLESS OTHERWISE NOTED.

10. ALL CONDUCTORS ARE COPPER.

11. SYSTEM IS POWER LIMITED.

12. POINT AND COMMON ANNUNCIATION AND T-TAPPING PROHIBITED.

13. ALL DEVICES IN THE ALARM SYSTEM SHALL BE COMPATIBLE AND INSTALLED TO MANUFACTURERS SPECIFICATIONS.

14. AUDIBILITY OF ALARM SHALL BE NOT LESS THAN 15 dBA ABOVE AMBIENT SOUND, BUT NOT LESS THAN 75dBA,THROUGHOUT AREA OF ALARM.

15. AREAS HAVING MORE THAN TWO STROBES IN THE FIELD OF VIEW SHALL BE SYNCHRONIZED 2016 NFPA 72 18.5.5.4.2

16. SMOKE DETECTOR LOCATIONS ARE BASED ON SMOOTH CEILING WITH MAXIMUM HEIGHT OF 10 FEET UNLESS OTHERWISENOTED.

17. STROBE LOCATION IS BASED ON 10 FOOT CEILING HEIGHT AND ARE INSTALLED ACCORDING TO NFPA 72 REQUIREMENTSUNLESS OTHERWISE NOTED.

18. WALL-MOUNTED STROBES SHALL HAVE THEIR BOTTOMS NOT LESS THAN 80 INCHES ABOVE FINISHED FLOOR AND NOGREATER THAN 96 INCHES ABOVE FINISHED FLOOR.

19. THE RECORD OF COMPLETION DOCUMENTATION SHALL BE COMPLETED BY THE INSTALLING CONTRACTOR ANDSUBMITTED TO THE CONCLUSION OF THE JOB. THE RECORD OF COMPLETION DOCUMENTATION SHALL BE PERMITTED TOBE PART OF THE WRITTEN STATEMENT REQUIRED IN 7.5.2 AND PART OF THE DOCUMENTS THAT SUPPORT THE REQUIREMENTSOF 7.5.8. WHEN MORE THAN ONE CONTRACTOR HAS BEEN RESPONSIBLE FOR THE INSTALLATION, EACH CONTRACTORSHALL COMPLETE THE PORTIONS OF THE DOCUMENTATION FOR WHICH THAT CONTRACTOR HAS RESPONSIBILITY. 2016NFPA 72 7.5.6.2.

20. FIRE ALARM SIGNAL SHALL MEET ANSI S3.41, AUDIBLE EMERGENCY EVACUATION SIGNAL (TEMPORAL PATTERN).

21. WHERE A SMOKE DETECTION SYSTEM IS INSTALLED IN ALL AREAS SERVED BY THE DUCT IN WHICH THE DAMPER WILL BELOCATED, THE SMOKE DAMPERS SHALL BE PERMITTED TO BE CONTROLLED BY THE SMOKE DETECTION SYSTEM. (FIRE ANDSMOKE PROTECTION FEATURES 2016 CALIFORNIA BUILDING CODE, 717.3.3.2 (5))

22. WHERE AN AUTOMATIC SMOKE DETECTION SYSTEM IS REQUIRED IT SHALL UTILIZE SMOKE DETECTORS UNLESS AMBIENTCONDITIONS PROHIBIT SUCH AN INSTALLATION. IN SPACES WHERE SMOKE DETECTORS CANNOT BE UTILIZED DUE TOAMBIENT CONDITIONS, APPROVED AUTOMATIC HEAT DETECTORS SHALL BE PERMITTED. 2016 CALIFORNIA FIRE CODE,907.4.3

NO

NO

YES

NO

YES

YES

ACTIONDEVICE

YES

YES

YES

YES

NO

NO

NO

NO

NO

YES

YES

YES

YES

YES

NO

NO

NO

YES

YES

NO

NO

YES

YES

YES

YES

YES

YES

YES

YES

YES YES NOYESNOYES NO

NO NO NOYESNONO NO

NO NO NONONOYES NO

NO

NO

NO

YES

YES

NO

NO

NO

NO

NO

NO

YES

YES

NO

NO

NO

NO

NO

NO

YES

YES

NO

NO

NO

NO

NO

YES

YES

YES

YES

NO

NO

NO

NO

YES

YES

YES

NO

NO

NO

NO

NO

YES

YES

YES

NO

NO

NO

NO

NO

NO

YES

YES

NO

NO

NO

YES NO NONONONO NO NONO NONO NO NO NO

NO

NO

YES

YES

YES

NO

NO

NO

NO

YES YES NOYESNONO YES NONO NOYES YES YES NONO

CLOSE ASSOCIATED FIRESHUTTERS OR ROLL DOWNDOOR

DISPLAY AT NURSE STATIONANNUNCIATOR PANEL

RECALL ELEVATOR TO PRIMARYFLOOR

RELEASE DELAYED EGRESSDOORS ON FLOOR ALARM

CLOSE RELATED SMOKE/FIREDAMPER

SHUT DOWN RELATED AIRHANDLER UNIT

RELEASE DOOR HOLDER ONFLOOR OF ALARM

ACTIVATE AUDIBLE/VISUALALARM SIGNAL THROUGHOUTFACILITY

ANNUNCIATE ALARM,SUPERVISORY OR TROUBLECONDITION ON ATMONITORED LOCAL ANDREMOTE LOCATIONS ANDDISPLAY NETWORK SYSTEMPRINTER

ANNUNCIATECORRESPONDING ALARM ORTROUBLE AT FIRE CONTROLPANEL

SMOKE/HEATDETECTOR

PATIENT ROOMSMOKE

DETECTOR

SMOKEDETECTOR

AT FIRESHUTTER

MANUAL PULLSTATION

SPRINKLERWATERFLOW

SWITCH

SPRINKLERVALVE

TAMPERSWITCH

DUCTDETECTOR

F.A.C.P.120VAC

POWER FAILURE

KITCHEN FIRESUPPRESSION

SYSTEM

ELEVATORLOBBY SMOKE

DETECTOR

SYSTEM ORDEVICE INTROUBLE

FIRE PUMPRUNNING

FIRE PUMPRUNNING

FIRE PUMPLOSS OF PHASE

FIRE PUMPPHASE

REVERSAL

SYMBOL QTY MANUFACTURERCATALOG # DESCRIPTION MOUNTING INFORMATION CSFM

1 EDWARDSSIGA-HRD INTELLIGENT HEAT DETECTOR MOUNTS TO DETECTOR BASE 7270-1657:0333

1 EDWARDSSIGA-SB4 DETECTOR BASE w/ TRIM SKIRT 2-1/4" DEEP 4" SQUARE ELECTRICAL

BOX w/ 3-O RING 7300-1657:0120

1 EDWARDSSIGA-CR CONTROL RELAY MODULE 2-1/4" DEEP 4" SQUARE BOX w/

SINGLE GANG RING 7300-1657:0121

1 SYSTEM SENSORPR-1 MULTI-VOLTAGE CONTROL RELAY 2-1/4" DEEP 4" SQUARE ELECTRICAL

BOX 7300-1653:0172

- EDWARDSG1F-HDVM

SELECTABLE CANDELA WALL-MOUNTED HORNSTROBE, WHITE --- ---

- EDWARDSEST3 FIRE ALARM CONTROL PANEL --- ---

- ------ POWER SUPPLY --- ---

- ------ SMOKE DETECTOR --- ---

- ------ DUAL MONITOR MODULE --- ---

- ------ WALL-MOUNTED SPEAKER STROBE --- ---

- ------ WALL-MOUNTED STROBE --- ---

- ------ WATERFLOW SWITCH --- ---

- ------ VALVE TAMPER SWITCH --- ---

- ------ JUNCTION BOX --- ---

- ------ COMBINATION SMOKE/FIRE DAMPER CONTROLLED BY HCI; FURNISHED

& INSTALLED BY OTHERS ---

- ------ END-OF-LINE RESISTOR --- ---

AOMR

P

C

FACP

PS-#

P

DAIM

WF

VS

J

CSFD

EOL

EXISTING SEQUENCE OF OPERATIONGENERAL CONTRACTOR:MILLER ARCHITECTURE1177 IDAHO STREET SUITE 200REDLANDS, CA 92374CONTACT: JOHN RIVERATEL: (909) 335-7400EMAIL: jrivera@miller-aip.com

FIRE ALARM CONTRACTOR:HCI SYSTEMS, INC.1354 S. PARKSIDE PLACEONTARIO, CA 91761TEL: (909) 628-7773FAX: (909) 628-7774CONTACT: J. COLEEMAIL: jcole@hcisystems.net

EXISTING CENTRAL STATION INFORMATIONALARM SERVICE COMPANY:TRL9531 MILLIKEN AVERANCHO CUCAMONGA, CA 91730PHONE: (909) 390-8393

1

AUXILIARY CIRCUITC 2#14 THHN (UNSHIELDED)(CONSTANT POWER) STRANDED

BUILDING INFORMATION,

SCOPE OF WORK,GENERAL

NOTES, LEGENDS EXISTING

SEQUENCE OF OPERATION,

AND VICINITY MAP

NOT TO SCALE

FA-101

SHEET OF SHEETS2

mark

DATE:

1800015.RAPROJECT NO:

DWG FILE:

DRAWN BY:

CHECKED BY:

DRAWING SCALE:

1177 Idaho Street, Suite 200Redlands, CA 92374

Phone: (909) 335-7400Fax: (909) 335-7299info@miller-aip.com

owner approval

dateinitials phase

revisions/addenda

date comment

BLO

WE

R R

OO

M IM

PR

OV

EM

EN

TS

26

52

0 C

AC

TU

S A

VE

NU

E

MO

RE

NO

V

AL

LE

Y, C

A 9

25

55

FA

CIL

IT

Y N

o: 1

50

07

RIV

ER

SID

E U

NIV

ER

SIT

Y H

EA

LT

H S

YS

TE

M

ME

DIC

AL C

EN

TE

R - F

AC

ILIT

Y N

o. 15007

26

52

0 C

AC

TU

S A

VE

NU

E

MO

RE

NO

V

AL

LE

Y, C

A 9

25

55

project information

FA-101.DWG

C.VALENZUELA

03/07/2018

sheet name

sheet number

Ó

D

E

A

R

T

S

L

C

I

N

E

A

T

S

C

T

E

C

H

T

I

LC

F

A

O

R

I

N

A

I

F

O

E

GARY W.

MILLER

No. C14635

REN. 9-30-19

OSHPD #

S180350-33-00

8-5478-2

#

SHEET TITLE

SHT

#

DWG

S y s t e m s I n c.FIRE / LIFE SAFETY & LOW VOLTAGE SPECIALISTS

HCI

Phone: (909) 628-7773Fax: (909) 628-777424-Hour Service: (877) 331-2084Website: www.hcisystems.net

Corporate Office:1354 S. Parkside PlaceOntario, CA 91761

ONTARIO ● SAN DIEGO ● IRVINE ● HAYWARDBURBANK ● FRESNO ● SACRAMENTO

BUILDING INFORMATION,

SCOPE OF WORK,GENERAL

NOTES, LEGENDS EXISTING

SEQUENCE OF OPERATION,

AND VICINITY MAP

BASEMENT LEVEL FLOOR

PLAN, BASEMENT LEVEL

KEY MAP, EXISTING POWER

SUPPLY CALCULATIONS

AND PARTIAL RISER

DIAGRAM

C

LT

IL

ER

FE

F

YET

AS

O

FI

H

A

I NI C.

& OWL V

GE

IL

CPSE

AIST

1 FA-101

2 FA-201

K.BECKER/ C.NGO

1

1NOTE: WHERE A SMOKE DETECTION SYSTEM IS INSTALLED IN ALL AREAS SERVED BYTHE DUCT IN WHICH THE DAMPER WILL BE LOCATED, THE SMOKE DAMPERSSHALL BE PERMITTED TO BE CONTROLLED BY THE SMOKE DETECTION SYSTEM.(FIRE AND SMOKE PROTECTION FEATURES 2016 CALIFORNIA BUILDINGCODE, 717.3.3.2 (5))

PARTIAL RISER DIAGRAM SCALE:NOT TO SCALE

NORTH

SCALE:1/8" = 1'-0"

NORTH

BASEMENT LEVEL KEY MAP

BASEMENT LEVEL FLOOR PLAN

9

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

. . . . . . . . . .

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

..

..

..

..

..

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

..

..

..

..

..

. . . . . . . . . .

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

. . . . . . . . . .

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

. . . . . . . . . .

.

.

.

.

.

.

.

.

.

.

. . . . . . . . . .

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

..........

. . . . . . . . . .

. . . . . . . . . .

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

. . . . . . . . . .

..........

. . . . . . . . . .

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

. . . . . . . . . .

..........

..........

.

.

.

.

.

.

.

.

.

.

..........

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

..........

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

..........

..........

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

. . . . . . . . . .

.

.

.

.

.

.

.

.

.

.

..........

. . . . . . . . . .

.

.

.

.

.

.

.

.

.

.

..........

..........

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

. . . . . . . . . .

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

. . . . . . . . . .

. . . . . . . . . .

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

.

BASEMENT LEVEL

LOCATION OF EXISTINGBFAPS-1 POWER SUPPLY

AREA OF WORK

N

2A

PN

AOMR

N

2A

1R

1C

1

1

1

1

N.I.C.CHAIN LINK

FENCE

N

2A

PN

AOMR

N

CSFD

CSFD

HOMERUNTO THE

NEARESTAUXILIARY

CIRCUIT(CONSTANT

POWER)CIRCUIT

2A

1C TO SHUTDOWN CSFDS@ LOAD CENTER PERDAMPER CIRCUIT(FIELD VERIFYLOCATION)

1

1

BASEMENT LEVEL FLOOR

PLAN, BASEMENT LEVEL

KEY MAP, EXISTING POWER

SUPPLY CALCULATIONS

AND PARTIAL RISER

DIAGRAM

AS NOTED

FA-201

SHEET OF SHEETS2

mark

DATE:

1800015.RAPROJECT NO:

DWG FILE:

DRAWN BY:

CHECKED BY:

DRAWING SCALE:

1177 Idaho Street, Suite 200Redlands, CA 92374

Phone: (909) 335-7400Fax: (909) 335-7299info@miller-aip.com

owner approval

dateinitials phase

revisions/addenda

date comment

BLO

WE

R R

OO

M IM

PR

OV

EM

EN

TS

26

52

0 C

AC

TU

S A

VE

NU

E

MO

RE

NO

V

AL

LE

Y, C

A 9

25

55

FA

CIL

IT

Y N

o: 1

50

07

RIV

ER

SID

E U

NIV

ER

SIT

Y H

EA

LT

H S

YS

TE

M

ME

DIC

AL C

EN

TE

R - F

AC

ILIT

Y N

o. 15007

26

52

0 C

AC

TU

S A

VE

NU

E

MO

RE

NO

V

AL

LE

Y, C

A 9

25

55

project information

FA-201.DWG

C.VALENZUELA

03/07/2018

sheet name

sheet number

Ó

D

E

A

R

T

S

L

C

I

N

E

A

T

S

C

T

E

C

H

T

I

LC

F

A

O

R

I

N

A

I

F

O

E

GARY W.

MILLER

No. C14635

REN. 9-30-19

OSHPD #

S180350-33-00

8-5478-2

#

SHEET TITLE

SHT

#

DWG

S y s t e m s I n c.FIRE / LIFE SAFETY & LOW VOLTAGE SPECIALISTS

HCI

Phone: (909) 628-7773Fax: (909) 628-777424-Hour Service: (877) 331-2084Website: www.hcisystems.net

Corporate Office:1354 S. Parkside PlaceOntario, CA 91761

ONTARIO ● SAN DIEGO ● IRVINE ● HAYWARDBURBANK ● FRESNO ● SACRAMENTO

BUILDING INFORMATION,

SCOPE OF WORK,GENERAL

NOTES, LEGENDS EXISTING

SEQUENCE OF OPERATION,

AND VICINITY MAP

BASEMENT LEVEL FLOOR

PLAN, BASEMENT LEVEL

KEY MAP, EXISTING POWER

SUPPLY CALCULATIONS

AND PARTIAL RISER

DIAGRAM

C

LT

IL

ER

FE

F

YET

AS

O

FI

H

A

I NI C.

& OWL V

GE

IL

CPSE

AIST

1 FA-101

2 FA-201

K.BECKER/ C.NGO

2