4
Page 1 of 4 (iss2017-0515) A/E 17-003 CPDC - A/E Technical Bulletin A/E 17-003 Date: May 15, 2017 From: Thomas Kennedy, Chief, Architecture & Engineering Subject: Early Issuance of Code Analysis Distribution: Executive Facilities Officers, Directors of Facilities Operations, Deputy Building Officials, CPDC Managers Item No. Information 1 Issue: Early code analysis reports for projects have inconsistent documentation of information for review. 2 Response: All projects submitted for 75% Schematic Design shall include a standardized building code analysis and shall be updated and included in subsequent project milestone submittals. 3 Where to Find: This Bulletin. Additional information can be found in the California State University Procedures Manual. 4 Website: http://www.calstate.edu/cpdc/ae/bulletins/ Additional information: http://www.calstate.edu/cpdc/ae/pro-serv- agree/documents/Procedure_Manual.pdf 5 Applicability: All new construction, alterations, demolitions, or change in the occupancy of an existing structure for CSU facilities on campus and CSU operations off-campus. 6 Notes: The Design Professional in responsible charge is responsible for preparing the code analysis and shall have working understanding of the code analysis. Code analysis for the 75% Schematic Design shall identify and describe at a minimum the information found in the sample code analysis information sheet and sample building analysis tables provided for reference with this bulletin. Early concurrence with the University-approved independent plan check reviewer is required before 75% Schematic Design milestone submittal.

CPDC - A/E Technical Bulletin...PROFESSIONAL STAMP AND SIGNATURE SHEET NAME "PROJECT INFORMATION" 5. APPLICABLE CODES AND STANDARDS List of codes and standards use to to develop the

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Page 1: CPDC - A/E Technical Bulletin...PROFESSIONAL STAMP AND SIGNATURE SHEET NAME "PROJECT INFORMATION" 5. APPLICABLE CODES AND STANDARDS List of codes and standards use to to develop the

Page 1 of 4 (iss2017-0515) A/E 17-003

CPDC - A/E Technical Bulletin A/E 17-003

Date: May 15, 2017

From: Thomas Kennedy, Chief, Architecture & Engineering

Subject: Early Issuance of Code Analysis

Distribution: Executive Facilities Officers, Directors of Facilities Operations, Deputy Building Officials, CPDC Managers

Item No. Information 1 Issue: Early code analysis reports for projects have inconsistent documentation

of information for review. 2 Response: All projects submitted for 75% Schematic Design shall include a

standardized building code analysis and shall be updated and included in subsequent project milestone submittals.

3 Where to Find: This Bulletin. Additional information can be found in the California State University Procedures Manual.

4 Website: http://www.calstate.edu/cpdc/ae/bulletins/ Additional information: http://www.calstate.edu/cpdc/ae/pro-serv-agree/documents/Procedure_Manual.pdf

5 Applicability: All new construction, alterations, demolitions, or change in the occupancy of an existing structure for CSU facilities on campus and CSU operations off-campus.

6

Notes: The Design Professional in responsible charge is responsible for preparing the code analysis and shall have working understanding of the code analysis. Code analysis for the 75% Schematic Design shall identify and describe at a minimum the information found in the sample code analysis information sheet and sample building analysis tables provided for reference with this bulletin. Early concurrence with the University-approved independent plan check reviewer is required before 75% Schematic Design milestone submittal.

Page 2: CPDC - A/E Technical Bulletin...PROFESSIONAL STAMP AND SIGNATURE SHEET NAME "PROJECT INFORMATION" 5. APPLICABLE CODES AND STANDARDS List of codes and standards use to to develop the

3. P

RO

JEC

T D

ES

CR

IPT

ION

Brie

f des

crip

tion

of th

e bu

ildin

g in

clud

ing

build

ing

area

in s

quar

e fe

et, p

arki

ng, e

lect

ricve

hicl

e ch

argi

ng, p

hoto

lytic

sys

tem

s, u

nder

grou

nd s

tora

ge ta

nks,

bas

emen

ts, a

triu

m,

LEE

D c

ertif

icat

ion

goal

,....

SH

EE

T N

UM

BE

R

Avo

id L

S s

heet

s an

d in

clud

e in

Gsh

eetsP

RO

FE

SS

ION

AL

ST

AM

PA

ND

SIG

NA

TU

RE

SH

EE

T N

AM

E

"PR

OJE

CT

INF

OR

MA

TIO

N"

5. A

PP

LIC

AB

LE C

OD

ES

AN

D S

TA

ND

AR

DS

List

of c

odes

and

sta

ndar

ds u

se to

to d

evel

op th

e se

t of d

ocum

ents

7. B

UIL

DIN

G H

EIG

HT

AN

D N

UM

BE

R O

F S

TO

RIE

S (

incl

ude

refe

renc

e to

cod

e se

ctio

nnu

mbe

rs)

`

Brie

f des

crip

tion

of th

e bu

ildin

g ac

tual

hei

ght a

nd a

llow

able

hei

ght.

P

rovi

de e

xpla

natio

n if

cons

ider

ed h

igh

rise

Iden

tify

num

ber

of s

torie

sId

entif

y hi

ghes

t occ

upie

d flo

orid

entif

y he

ight

of u

nocc

upie

d an

d/or

mec

hani

cal p

enth

ouse

s

9. O

CC

UP

AN

CY

CLA

SS

IFIC

AT

ION

(in

clud

e re

fere

nce

to c

ode

sect

ion

num

bers

)

Iden

tific

atio

n of

var

ious

occ

upan

cies

and

str

ateg

y se

lect

ed fo

r an

alys

is s

uch

asac

cess

ory

occu

panc

ies,

non

sepa

rate

d oc

cupa

ncie

s, s

epar

ated

occ

upan

cies

, a

com

bina

tion

occu

panc

ies,

and

inci

dent

al u

ses.

8. C

ON

ST

RU

CT

ION

TY

PE

(in

clud

e re

fere

nce

to c

ode

sect

ion

num

bers

)

Iden

tific

atio

n of

indi

vidu

al o

ccup

anci

es s

epar

ated

from

adj

acen

t occ

upan

cies

by

nam

e,se

e ex

ampl

e be

low

11.

BU

ILD

ING

AN

ALY

SIS

TA

BLE

(se

e fo

llow

ing

page

s)

OCCUPANCYBU

ILD

ING

1A

CONSTRUCTION TYPE

TABULAR BUILDING AREAHEIGHT (FEET/STORIES)

A-3

V-B

6,00

0

50'-0

"/1

AUTOMATIC SPRINKLERAREA INCREASE FACTOR

If=0FRONTAGE AREA INCREASE

FACTOR

BUIL

DIN

G 1

B

BUIL

DIN

G 2

R-2

R-2

V-A

V-A

12,0

00

50'-0

"/3

12,0

00

50'-0

"/3

Is=2

Is=2

Is=3

Aa={

6,00

0+[0

]+[1

8,00

0]}

Aa=2

4,00

0

Aa={At+[At x If]+[At x Is]}

ALLOWABLE BUILDING AREAMODIFICATION, (Aa)

24,0

00

PROPOSED BUILDING AREAPER FLOOR

HEIGHT (FEET/STORIES)

Aa={

12,0

00+[

0]+[

24,0

00]}

Aa=3

6,00

0If=

036

,000

15,8

82

22'-0

"/1

12,1

00

45'-8

"/4

22,2

36*

45'-8

"/4

BU

ILD

ING

AN

ALYS

IS

TOTAL ALLOWABLE BUILDINGAREA (Aa X 2)

NO

T U

SED

72,0

00

87,1

20

PROPOSED TOTAL GROSSBUILDING AREA

15,8

82

OK

48,1

01

OK

If= 0.63

If=[F/P -0.25]W/30

NO

T U

SED

86,8

06

OK

NA

NO

TE /

REL

ATED

SEC

TIO

N:

303,

304.

1TA

BLE

503

TAB

LE60

1,60

2

506.

350

6.4.

150

6.1

506.

250

6.2.

1

Aa={

12,0

00+[

12,0

00x0

.63]

+[2

4,00

0]}

Aa=4

3,56

0.00

SQ

FT

If=[1

,072

.63/

1,19

4.08

-0.

25]2

8.93

/30

If=0.

63

* AR

EA L

ISTE

D IS

TH

E LA

RGES

T AR

EA O

F TH

E FO

UR

FLO

OR

S

43,5

60

1002

,G

RO

SSFL

R A

REA

P=1,

194.

08F=

1,07

2.63

W=(

958.

33x3

0)+(

114.

30x2

0)/1

,072

.63

= 28

.93

OCCUPANCYCLASSIFICATION METHOD

NO

N-

SEPO

RATE

D

508.

3

NO

N-

SEPO

RATE

D

NO

N-

SEPO

RATE

D

13.

FIR

E R

ES

IST

IVE

CO

NS

TR

UC

TIO

N R

EQ

UIR

ME

NT

S (

see

follo

win

g pa

ges)

FIR

E R

ESIS

TIVE

CO

NST

RU

CTI

ON

REQ

UIR

EMEN

TS (H

OU

RS)

(CBC

TAB

LE 6

01 &

TAB

LE 6

02)

BUIL

DIN

G E

LEM

ENT

TYPE

V

STR

UC

TURA

L FR

AME

BEAR

ING

WAL

LS -

EXTE

RIO

R

BEAR

ING

WAL

LS -

INTE

RIO

R

NO

NBE

ARIN

G W

ALL

&PA

RTI

TIO

NS

EXTE

RIO

R

B 0FI

RE D

ISTA

NC

E SE

PAR

ATIO

N(1

0 ≤

X <

30)

NO

NBE

ARIN

G W

ALL

&PA

RTI

TIO

NS

INTE

RIO

R

0 0 0 0

FLO

OR

CO

NST

RU

CTI

ON

INC

LUD

ING

SUPP

ORT

ING

BEA

MS

& J

OIS

T0

ROO

F C

ON

STR

UC

TIO

N IN

CLU

DIN

GSU

PPO

RTIN

G B

EAM

S &

JO

IST

0

SHAF

T EN

CLO

SUR

ES (S

EC 7

08.4

)FI

RE R

ESIS

TAN

CE

RATI

NG

1-H

R (3

STO

RIE

S O

R L

ESS)

STAI

RW

AY C

ON

STR

UC

TIO

N (S

EC 1

022.

1)FI

RE R

ESIS

TAN

CE

RATI

NG

NA

FIREPARTITIONS

0

HO

RIZO

NTA

L SE

PAR

ATIO

NS

(SEC

712

.3)

NA

AREA

OF

REF

UG

EN

A

MAX

IMU

M A

REA

OF

EXTE

RIO

R O

PEN

ING

S(T

ABLE

705

.8)

45%

= P

, S :A

T EA

ST W

ALL

CO

ND

ITIO

NS

DIS

TAN

CE

OF

10'T

O L

ESS

THAN

15'

BUIL

DIN

G 1

A

FULL

SPR

INKL

ER S

YSTE

MPE

R N

FPA

13

SPRI

NKL

ER S

YSTE

M

CO

RRID

OR

WAL

LS (T

ABLE

101

8.1)

NA

DW

ELLI

NG

UN

IT W

ALLS

(SEC

709

.3)

NO

T R

EQU

IRED

(SEC

100

7.3)

TYPE

V

A 0FI

RE D

ISTA

NC

E SE

PAR

ATIO

N(X

≥ 3

0)

1 1 1 0 1 1

2-H

R (4

STO

RIE

S O

R M

OR

E)

1-H

R

1-H

R

NO

LIM

IT=U

P, S

AT

ALL

CO

ND

ITIO

NS

DIS

TAN

CE

OF

20'

TO L

ESS

THAN

25'

BUIL

DIN

G 1

B

FULL

SPR

INKL

ER S

YSTE

MPE

R N

FPA

13

1-H

R

BUIL

DIN

G 2

TYPE

V

A

FULL

SPR

INKL

ER S

YSTE

MPE

R N

FPA

13

0 1

2-H

R2-

HR

2-H

R (4

STO

RIE

S O

R M

OR

E)

1-H

R

1-H

R

1-H

R

NO

T R

EQU

IRED

(SEC

100

7.3)

1 1 1

ELEV

ATO

R LO

BB

Y (S

EC 7

08.1

4.1)

NA

NO

T R

EQU

IRED

SMO

KEC

ON

TAIN

MEN

T SY

STEM

PRO

VID

ED A

T FL

OO

RS

2-4

(EXC

EPTI

ON

S 1

AND

8)

1

NO

LIM

IT=U

P, S

AT

ALL

CO

ND

ITIO

NS

DIS

TAN

CE

OF

20'

TO L

ESS

THAN

25'

FIREBARRIERS

NO

T R

EQU

IRED

SMO

KEC

ON

TAIN

MEN

T SY

STEM

PRO

VID

ED A

T FL

OO

RS

2-4

(EXC

EPTI

ON

S 1

AND

8)

1H

R @

EAS

T W

ALL

FIRE

DIS

TAN

CE

SEPA

RAT

ION

(5 ≤

X <

10)

NO

LIM

IT=

P, S

: ALL

OTH

ERC

ON

DIT

ION

S

0% =

P, S

:AT

EAST

WAL

L

PARA

PETS

(SEC

705

.11)

NO

NE

: EXC

EPTI

ON

4N

ON

E : E

XCEP

TIO

N 4

NO

NE

: EXC

EPTI

ON

4

1FI

RE D

ISTA

NC

E SE

PAR

ATIO

N(5

≤ X

< 30

)

0FI

RE D

ISTA

NC

E SE

PAR

ATIO

N(X

≥ 3

0) 1

FIRE

DIS

TAN

CE

SEPA

RAT

ION

(5 ≤

X <

30)

1H

R @

EAS

T W

ALL

FIRE

DIS

TAN

CE

SEPA

RAT

ION

(X <

5)

FIR

E AL

ARM

AUTO

MAT

IC (

W/

PULL

STAT

ION

S PR

OVI

DED

)

SEIS

MIC

JO

INT

NO

NE

NO

NE

NO

NE

SMO

KE C

ON

TRO

LN

A@

ELE

VATO

R, F

LOO

RS

2-4

@ E

LEVA

TOR

, FLO

OR

S 2-

4

AUTO

MAT

IC (

W/

PULL

STAT

ION

S PR

OVI

DED

)AU

TOM

ATIC

( W

/ PU

LLST

ATIO

NS

PRO

VID

ED)

10.

OC

CU

PA

NC

Y S

EP

OR

AT

ION

RE

QU

IRM

EN

TS

(in

clud

e re

fere

nce

to c

ode

sect

ion

num

bers

)

Iden

tify

the

cons

truc

tion

type

(s)

for

build

ings

and

str

uctu

res

erec

ted

or to

be

erec

ted,

alte

red

or e

xten

ded

in h

eigh

t or

area

.

• F

IRE

PU

MP

RO

OM

:2 H

R S

EP

AR

AT

ION

/PR

OT

EC

TIO

N P

ER

CB

C, T

AB

LE

508.2

.5

• F

IRE

CO

MM

AN

D C

EN

TE

R:

1 H

R S

EP

AR

AT

ION

FR

OM

AD

JA

CE

NT

SP

AC

ES

PE

R C

BC

911.2

• E

ME

RG

EN

CY

GE

NE

RA

TO

RR

OO

M:

2 H

R F

IRE

BA

RR

IER

FR

OM

AD

JA

CE

NT

SP

AC

ES

PE

R C

BC

403.4

.7.1

4. P

RO

JEC

T A

DD

RE

SS

Bui

ldin

g ad

dres

s in

clud

ing

near

est m

ajor

, lot

, and

trac

k nu

mbe

rs w

hen

avai

labl

e

1. V

ICIN

ITY

MA

P

2. S

ITE

CO

NT

EX

T, E

ME

RG

EN

CY

SIT

E A

CC

ES

S, S

ET

BA

CK

S, H

YD

RA

NT

LO

CA

TIO

NS

12.

MIX

OC

CU

PA

NC

Y C

ALC

ULA

TIO

NS

/ AC

ES

SO

RY

OC

UP

AN

CY

CA

LCU

LAT

ION

S/

INC

IDE

NT

AL

US

E C

ALC

ULA

TIO

NS

LIM

ITS

OF

SITE

/BI

LDG

IMPR

OVE

MEN

T

210'-0"

ASSUMED PROPERTY LINE

PUBL

IC W

AY /

OPE

N S

PAC

E

CLR

30' - 0"

OPEN SPACE

30' - 0"

OPE

N S

PAC

E

30' -

0"

40' -

0"

CLR

20' - 2"

FIRE

LAN

E

.

OPEN SPACE

30' - 0"

OPE

N S

PAC

E

30' -

0"

OPEN SPACE

30' - 0"

.

DF

MW

.

MW

SIN

GLE

OC

CU

PAN

CY

UN

ISEX

.

BUIL

DIN

G 1

A : N

ON

SEP

OR

ATED

OC

CU

PAN

CY

(508

.3) A

-3 M

OST

RES

TRIC

TIVE

HEI

GH

T:

22'-0

"

AREA

FIR

ST F

LOO

R:

15,9

24 S

Q. F

T.

GR

OSS

BLD

G. A

REA:

15,9

24 S

Q. F

T.

FIRE

ALA

RM :

AUTO

MAT

IC

BUIL

DIN

G 1

B :

NO

N S

EPO

RATE

D O

CC

UPA

NC

Y(5

08.3

) R-2

MO

ST R

ESTR

ICTI

VE

HEI

GH

T:

45'-8

"

AREA

FIR

ST F

LOO

R:

12,1

00 S

Q. F

T.

GR

OSS

BLD

G. A

REA:

48,1

01 S

Q. F

T.TO

TAL

NU

MB

ER O

F B

EDR

OO

M U

NIT

S:85

TOTA

L AC

CES

SIB

LE B

EDR

OO

M U

NIT

S:8

HEA

RIN

G IM

PAR

ED B

EDR

OO

M U

NIT

S:12

TOTA

L N

UM

BER

OF

SUIT

E U

NIT

S:41

TOTA

L AC

CES

SIBL

E SU

ITE

UN

ITS:

4H

EAR

ING

IMPA

RED

SU

ITES

UN

ITS:

4FI

RE A

LARM

:AU

TOM

ATIC

SMO

KE C

ON

TRO

L:@

ELE

VATI

OR

FLR

S2-

4SE

ISM

IC C

ON

TRO

L JT

:N

ON

E

BUIL

DIN

G 2

: N

ON

SEP

OR

ATED

OC

CU

PAN

CY

(508

.3) R

-2 M

OST

RES

TRIC

TIVE

HEI

GH

T:

45'-8

"

AREA

FIR

ST F

LOO

R:

21,6

45 S

Q. F

T.

GR

OSS

BLD

G. A

REA:

86,8

31 S

Q. F

T.TO

TAL

NU

MB

ER O

F B

EDR

OO

M U

NIT

S:16

4TO

TAL

ACC

ESSI

BLE

BED

RO

OM

UN

ITS:

19H

EARI

NG

IMPA

RED

BED

RO

OM

UN

ITS:

16TO

TAL

NU

MB

ER O

F SU

ITE

UN

ITS:

84TO

TAL

OF

ACC

ESSI

BLE

SU

ITE

UN

ITS:

11H

EAR

ING

IMPA

RED

SU

ITE

UN

ITS:

8FI

RE

ALAR

M:

AUTO

MAT

ICSM

OKE

CO

NTR

OL:

@ E

LEVA

TOR

S FL

RS

2-4

SEIS

MIC

JO

INT:

NO

NE

EXTE

NT

OF

WO

RK

L IM

IT, S

UB J

ECT

TO V

ERIF

ICA T

ION

PED

ESTR

IAN

/ B

IKE

PATH

CO

NN

ECTI

ON

ACC

ESSI

BLE

PAT

H C

ON

NEC

TIO

N T

OEX

ISTI

NG

CAM

PUS

ACC

ESSI

BLE

PAT

HO

F TR

AVEL

120'

- 0"8.

33%

MAX

CU

RB R

AMP

OPEN SPACE. 20'-0" MIN

OPEN SPACE

. 20'-0" MIN

CLR

SPA

CE

20' -

0"

OPE

N S

PAC

E

30' -

0"

CLR

SPA

CE

20' -

6 1

/2"

OPEN SPACE

30' - 0"

OPE

N S

PAC

E

30' -

0"

8.33

% M

AX C

URB

RAM

P

10' - 8"

(E)S

IDEW

ALK

OPE

N S

PAC

E

35' -

11"

OPEN SPACE

30' - 0"

OPE

N S

PAC

E

30' -

0"

OPEN SPACE

30' - 0"

OPE

N S

PAC

E

30' -

0 1

/2"

20' - 0"

.

.

.

.

..

.

DF

DF

DF

TRAS

H E

NC

LOSU

RE,

FO

R U

SE B

Y D

ESIG

NAT

ED S

TAFF

AN

D C

AMPU

S PE

RSO

NN

EL O

NLY

TRAS

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SAMPLE CODE ANALYSIS INFORMATION SHEET information provided is FOR REFERENCE ONLY. Design professional in responsiblecharge is responsible for preparing in whole or reviewing and coordinating submittaldocuments prepared by others for compatibility with the design of the building withapplicable codes and regulations

Page 2 of 4 (iss 2017-0515) A/E 17-003

Page 3: CPDC - A/E Technical Bulletin...PROFESSIONAL STAMP AND SIGNATURE SHEET NAME "PROJECT INFORMATION" 5. APPLICABLE CODES AND STANDARDS List of codes and standards use to to develop the

OC

CU

PAN

CY

BUILDING 1A

CO

NST

RU

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ON

TYP

E

TAB

ULA

R B

UIL

DIN

G A

REA

HEI

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T (F

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STO

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50'-0"/1

AUTO

MAT

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PRIN

KLER

AREA

INC

REA

SE F

ACTO

R

If=0

FRO

NTA

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AREA

INC

REA

SEFA

CTO

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BUILDING 1B

BUILDING 2

R-2

R-2

V-A

V-A

12,000

50'-0"/3

12,000

50'-0"/3

Is=2

Is=2

Is=3 Aa={6,000+[0]+[18,000]}Aa=24,000

Aa={

At+[

At x

If]+

[At

x Is

]}

ALLO

WAB

LE B

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DIN

G A

REA

MO

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PRO

POSE

D B

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DIN

G A

REA

PER

FLO

OR

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GH

T (F

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S)

Aa={12,000+[0]+[24,000]}Aa=36,000

If=0 36,000

15,882

22'-0"/1

12,100

45'-8"/4

22,236*

45'-8"/4

BUILDING ANALYSIS

TOTA

L AL

LOW

ABLE

BU

ILD

ING

AREA

(Aa

X 2)

NOT USED

72,000

87,120

PRO

POSE

D T

OTA

L G

RO

SSB

UIL

DIN

G A

REA

15,882

OK

48,101

OK

If=0.63

If=[F

/P -0

.25]

W/3

0NOT USED

86,806

OK

NA

NOTE / RELATEDSECTION:

303,304.1

TABLE503

TABLE601,602

506.3 506.4.1506.1506.2506.2.1

Aa={12,000+[12,000x0.63]+[24,000]}Aa=43,560.00 SQFT

If=[1,072.63/1,194.08-0.25]28.93/30

If=0.63

* AREA LISTED IS THE LARGEST AREA OF THE FOUR FLOORS

43,560

1002,GROSS

FLR AREA

P=1,194.08F=1,072.63W=(958.33x30)+(114.30x20)/1,072.63= 28.93

OC

CU

PAN

CY

CLA

SSIF

ICAT

ION

MET

HO

D

NON-SEPORATED

508.3

NON-SEPORATED

NON-SEPORATED

FIRE RESISTIVE CONSTRUCTION REQUIREMENTS (HOURS)(CBC TABLE 601 & TABLE 602)

BUILDING ELEMENT TYPE V

STRUCTURAL FRAME

BEARING WALLS - EXTERIOR

BEARING WALLS - INTERIOR

NONBEARING WALL &PARTITIONS EXTERIOR

B

0FIRE DISTANCE SEPARATION

(10 ≤ X < 30)

NONBEARING WALL &PARTITIONS INTERIOR

0

0

0

0

FLOOR CONSTRUCTION INCLUDINGSUPPORTING BEAMS & JOIST

0

ROOF CONSTRUCTION INCLUDINGSUPPORTING BEAMS & JOIST 0

SHAFT ENCLOSURES (SEC 708.4)FIRE RESISTANCE RATING 1-HR (3 STORIES OR LESS)

STAIRWAY CONSTRUCTION (SEC 1022.1)FIRE RESISTANCE RATING

NA

FIR

EPA

RTI

TIO

NS

0

HORIZONTAL SEPARATIONS (SEC 712.3) NA

AREA OF REFUGE NA

MAXIMUM AREA OF EXTERIOR OPENINGS(TABLE 705.8)

45% = P, S :AT EAST WALLCONDITIONS DISTANCE OF

10'TO LESS THAN 15'

BUILDING 1A

FULL SPRINKLER SYSTEMPER NFPA 13

SPRINKLER SYSTEM

CORRIDOR WALLS (TABLE 1018.1)

NADWELLING UNIT WALLS (SEC 709.3)

NOT REQUIRED(SEC 1007.3)

TYPE V

A

0FIRE DISTANCE SEPARATION

(X ≥ 30)

1

1

1

0

1

1

2-HR (4 STORIES OR MORE)

1-HR

1-HR

NO LIMIT=UP, S AT ALLCONDITIONS DISTANCE OF 20'

TO LESS THAN 25'

BUILDING 1B

FULL SPRINKLER SYSTEMPER NFPA 13

1-HR

BUILDING 2

TYPE V

A

FULL SPRINKLER SYSTEMPER NFPA 13

0

1

2-HR 2-HR

2-HR (4 STORIES OR MORE)

1-HR

1-HR

1-HR

NOT REQUIRED(SEC 1007.3)

1

1

1

ELEVATOR LOBBY (SEC 708.14.1) NA NOT REQUIREDSMOKECONTAINMENT SYSTEM

PROVIDED AT FLOORS 2-4(EXCEPTIONS 1 AND 8)

1

NO LIMIT=UP, S AT ALLCONDITIONS DISTANCE OF 20'

TO LESS THAN 25'

FIR

EB

ARR

IER

S

NOT REQUIREDSMOKECONTAINMENT SYSTEM

PROVIDED AT FLOORS 2-4(EXCEPTIONS 1 AND 8)

1HR @ EAST WALLFIRE DISTANCE SEPARATION

(5 ≤ X < 10)

NO LIMIT= P, S: ALL OTHERCONDITIONS

0% = P, S :AT EAST WALL

PARAPETS (SEC 705.11) NONE : EXCEPTION 4 NONE : EXCEPTION 4 NONE : EXCEPTION 4

1FIRE DISTANCE SEPARATION

(5≤ X < 30)

0FIRE DISTANCE SEPARATION

(X ≥ 30) 1

FIRE DISTANCE SEPARATION(5 ≤ X < 30)

1HR @ EAST WALLFIRE DISTANCE SEPARATION

(X < 5)

FIRE ALARM AUTOMATIC ( W/ PULLSTATIONS PROVIDED)

SEISMIC JOINT NONE NONE NONE

SMOKE CONTROL NA @ ELEVATOR, FLOORS 2-4 @ ELEVATOR, FLOORS 2-4

AUTOMATIC ( W/ PULLSTATIONS PROVIDED)

AUTOMATIC ( W/ PULLSTATIONS PROVIDED)

PLUMBING FIXTURE COUNT

TYPE OF BUILDING OR OCCUPANCY

TOTALOCCUPANT

LOAD

WATER CLOSETS(FIXTURES PER

PERSON)

MALE FEMALE

URINALS(FIXTURES PER

PERSON)

MALE

BUILDING 1A

188OTHERS (COLLEGES, UNIVERSITIES) 94 94 94

MINIMUM REQUIRED PLUMBING FIXTURES 3 4

NOTE / RELATED SECTION TABLE ACPC

1/40TABLE

4-1 CPC

1/30TABLE

4-1 CPC

MALE FEMALE

94 94

LAVATORIES(FIXTURES PER

PERSON)

DRINKING FOUNTAINS(FIXTURES PER PERSON)

1/40TABLE

4-1CPC

1/40TABLE

4-1 CPC

1/150TABLE 4-1 CPC

1/35TABLE

4-1 CPC

3 3 3

188

2

SA

MP

LE B

UILD

ING

AN

ALY

SIS

TA

BLE

- Sam

ple 1inform

ation provided is FO

R R

EF

ER

EN

CE

ON

LY. D

esign professional in responsiblecharge is responsible for preparing in w

hole or reviewing and coordinating subm

ittaldocum

ents prepared by others for compatibility w

ith the design of the building with

applicable codes and regulations

Page 3 of 4 (iss 2017-0515) A/E 17-003

Page 4: CPDC - A/E Technical Bulletin...PROFESSIONAL STAMP AND SIGNATURE SHEET NAME "PROJECT INFORMATION" 5. APPLICABLE CODES AND STANDARDS List of codes and standards use to to develop the

OC

CU

PAN

CY

HIGH RISEBUILDING5-19

CO

NST

RU

CTI

ON

TYP

E

HEI

GH

T (F

EET/

STO

RIE

S)TA

BU

LAR

BU

ILD

ING

AR

EA

R-2 I-A UNLIMITED

UNLIMITED

AUTO

MAT

IC S

PRIN

KLER

AREA

INC

REA

SE F

ACTO

R

If=0

FRO

NTA

GE

AREA

INC

REA

SE F

ACTO

R

Is=3 NA

ALLO

WAB

LE B

UIL

DIN

G A

RE

PER

STO

RY

(SQ

UAR

E FE

ET)

Aa =

{At+

[At

x If]

+[At

x Is

]}

ALLO

WAB

LE B

UIL

DIN

GAR

EA M

OD

IFIC

ATIO

N (A

a)

PRO

POSE

D B

UIL

DIN

GAR

EA P

ER S

TOR

YH

EIG

HT

(FEE

T/ST

OR

IES)

13,941

175'-6"/15

BUILDING AREA MODIFICATIONS

TOTA

L AL

LOW

ABLE

BU

ILD

ING

AREA

(Aa

X 2)

NOT USED

PRO

POSE

D T

OTA

L G

RO

SSB

UIL

DIN

G A

REA

225'-6"

OK

AREA

INC

REA

SE D

UE

TOFR

ON

TAG

EIf

= [F

/P -0

.25]

W/3

0

NOTE /RELATEDSECTION:

303,304.1310.4

TABLE503

TABLE601,602

506.3 506.4.1TABLE 503 SEC 506.1

506.2506.2.1

202,GROSS

FLR AREALABC PG.

62

PERIMETER OF ENTIRE BUILDINGP = NAPERIMETER THAT FRONTS OPEN SAPCEHAVING MINIMUM WIDTH OF 20FEETF = NAWIDTH OF PUBLIC WAY OR OPEN SPACEW = NA

OC

CU

PAN

CY

CLA

SSIF

ICAT

ION

MET

HO

D

NON-SEPORATED

508.3

NA UNLIMITED

AUTO

MAT

IC S

PRIN

KLER

SYS

TEM

YES

TABULAR BUILDING AREA PERSTORY IN ACCORDANCE TOTABLE 503At = NAAREA INCREASE IfPERIMETER THAT FRONTSOPEN SPACE HAVINGMINIMUM WIDTH OF 20FEETF=NAWIDTH OF PUBLIC WAY OROPEN SPACEW=NA

PARKING1-4

S-2 I-A YES UNLIMITED

UNLIMITED

NOT USED If=0 Is=3 NA NA UNLIMITED26,020

50'-0"/4

NON-SEPORATED

BUILDING ELEMENT TYPE I

PRIMARY STRUCTURAL FRAME

BEARING WALLS - EXTERIOR

BEARING WALLS - INTERIOR

NONBEARING WALL &PARTITIONS EXTERIOR

A

1FIRE DISTANCE SEPARATION

(10 ≤ X < 30)

NONBEARING WALL &PARTITIONS INTERIOR

3

3(2*)

0

FLOOR CONSTRUCTION INCLUDINGSUPPORTING BEAMS & JOIST

2 HRS

ROOF CONSTRUCTION INCLUDINGSUPPORTING BEAMS & JOIST

1 HR (1 1/2*)

SHAFT ENCLOSURESFIRE RESISTANCE RATING 2-HRS (4 STORIES OR MORE)

STAIRWAY CONSTRUCTIONFIRE RESISTANCE RATING 2-HRS

FIR

EPA

RTI

TIO

NS

1

HORIZONTAL SEPARATIONS NA

AREA OF REFUGE

MAXIMUM AREA OF EXTERIOR OPENINGS(TABLE 705.8)

75% = UP, S :AT EAST WALLOF FLOORS 5-19

HIGH RISE BUILDING

FULL SPRINKLER SYSTEMPER NFPA 13

SPRINKLER SYSTEM

CORRIDOR WALLS

1DWELLING UNIT WALLS

NOT REQUIRED

TABLE 705.8UP = UNPROTECTEDS = SPRINKLERED

ELEVATOR LOBBY OPENINGS 20 MINUTES SECTION 716.5.4

FIR

EB

ARR

IER

S

1FIRE DISTANCE SEPARATION

(5 ≤ X < 10)

NO LIMIT= P, S: ALL OTHERCONDITIONS

0% = P, S :AT EAST WALL OFFLOORS 1-4

PARAPETS 0

1FIRE DISTANCE SEPARATION

(X < 5)

FIRE ALARM AUTOMATIC ( W/ PULLSTATIONS PROVIDED)

SEISMIC JOINT NONE

SMOKE CONTROL NA

0FIRE DISTANCE SEPARATION

(X ≥ 30)

NOTE / REFERENCE

TABLE 601

TABLE 601, *SECTION 403.2.1.1(1)

TABLE 602

TABLE 602

TABLE 602

TABLE 602

TABLE 601

TABLE 601

SECTION 705.11, EXCEPTION 4

SECTION 707, 713.2, 713.4

SECTION 1009.3.1, 1009.3.2

SECTION 1007.3

TABLE 601

SECTION 708.1, TABLE 1018.1

SECTION 708.3, 402.2

SECTION 711

3(2*) TABLE 601, *SECTION 403.2.1.1(1)

TABLE 601, *SECTION 403.2.1.1(1)

ELEVATOR LOBBY 1 SECTION 708.1, SECTION 713.14.1

BUILDING ANALYSIS

FIRE RESISTIVE CONSTRUCTION REQUIREMENTS

SA

MP

LE B

UILD

ING

AN

ALY

SIS

TA

BLE

- Sam

ple 2inform

ation provided is FO

R R

EF

ER

EN

CE

ON

LY. D

esign professional in responsiblecharge is responsible for preparing in w

hole or reviewing and coordinating subm

ittaldocum

ents prepared by others for compatibility w

ith the design of the building with

applicable codes and regulations

Page 4 of 4 (iss 2017-0515) A/E 17-003

End of Bulletin