ksk 3435 wilshire blvd., suite 2905 los angeles, ca 90010 ... · 3435 wilshire blvd., suite 2905...

11
A0.0 KSK SHEET TITLE 2 3 1 BLDG. DATE: SUBMITTAL BID DATE: REVISIONS PROJECT NO.: SCALE: AS SHOWN ON PLAN DRAWN: SHEET NO. 4 5 PROJECT These drawings and/or specifications are instructions of service and are the property of KSK DESIGN INC. All information contained herewith is restricted to use on the specified site and project. Federal law prohibits the reproductive display, sale, or other disposition of these documents without the expressed written permission of KSK DESIGN INC. 3435 WILSHIRE BLVD., SUITE 2905 LOS ANGELES, CA 90010 TEL1: 213) 388-5807 TEL2: 213) 386-3693 FAX: 213) 386-4052 19 UNITS MULTI RESIDENTIAL 355 S. KINGSLEY DR., LOS ANGELES, CA 90020 2017_R-M_06 COVER SHEET 5TH (TYPE III-A) 4TH (TYPE III-A) 3RD (TYPE III-A) 2ND (TYPE III-A) 1ST (TYPE I-A) BASE (TYPE I-A) AREA BUILDING CODE AREA (GROSS) PROPOSED FAR 4,342 SF FLOOR LEVEL 26,806 SF 4,277 SF 5,161 SF 4,342 SF 4,342 SF 4,342 SF 5TH 4TH 3RD 2ND 1ST BASE ZONING CODE AREA (NET) PROPOSED FAR FLOOR LEVEL AREA 301 SF 116 SF 17,181 SF 4,191 SF 4,191 SF 4,191 SF 4,191 SF 2 19 21 BICYCLE PARKING REQUIRED PROPOSED 2 21 19 15'-0" 8'-0" YARD SETBACK REQUIRED PROPOSED 15'-3" 5'-8" PER TOC (E) FRONT (N) SIDE 17'-0" 11'-11" (W) REAR (S) SIDE 8'-0" 5'-8" PER TOC DENSITY CALCULATION R4-2 400 SF/DU ZONE DENSITY 7,321 SF LOT AREA 19 DU ALLOWED UNIT 19 DU PROPOSED UNIT ALLOWABLE F.A.R (FLOOR AREA PER ZONING CODE IS USED TO COMPUTE) R4-2 6:1 ZONE F.A.R 4,800 SF BUILDABLE AREA 28,800 SF MAX. FAR 17,181 PROPOSED FAR - 2,125 SF 350 SF OPEN SPACE CALCULATION REQUIRED PROPOSED <3 HABITABLE =3 HABITABLE >3 HABITABLE PRIVATE BALCONY OPEN SPACE TOTAL - 2,549 SF 2,475 SF 2,549 SF 311 SF LANDSCAPE CALCULATION REQUIRED PROPOSED 25% OF COMMON OPEN SPACE MIN. 742 SF 7 TREE PLANTATION REQUIRED PROPOSED (1) 24" BOX TREE / 4 D.U TOTAL 1 TREE/ 500 SF FRONT YARD 1 8 8 10 - 10 AUTOMOBILE PARKING REQUIRED PROPOSED 10 25 - RESIDENTS/ LONG-TERM GUEST/ SHORT-TERM TOTAL SPACES REDUCED TO 0.5 PER TOC 5TH 4TH 3RD 2ND 1ST BASE SCHOOL CODE AREA (ACCESSIBLE) PROPOSED FAR 4,342 SF AREA FLOOR LEVEL 26,806 SF 4,277 SF 5,161 SF 4,342 SF 4,342 SF 4,342 SF ARCHITECT KSK DESIGN 3435 WILSHIRE BLVD. SUITE 2905 LOS ANGELES, CA 90010 TEL: 213 - 388 - 3693 FAX: 213 - 386 - 4052 A0.0 TITLE SHEET A0.1 NOTES A0.2 NOTES A0.3 NOTES A1.0 SITE PLAN A2.1 1ST FLOOR PLAN A2.2 2ND FLOOR PLAN A2.3 3RD FLOOR PLAN A2.4 4TH FLOOR PLAN A2.5 ROOF PLAN A2.6 ENLARGED FLOOR PLAN A2.7 ENLARGED FLOOR PLAN A2.8 ENLARGED FLOOR PLAN A3.0 ELEVATION A3.1 ELEVATION A4.0 SECTION A4.1 SECTION DETAIL A5.0 WINDOW, DOOR SCHEDULE A.60 STAIR ENLARGED PLAN A6.1 STAIR-1 SECTION, STAIR DETAIL A6.2 STAIR-2 SECTION A7.0 DETAILS A7.1 DETAILS A7.2 DETAILS A7.3 DETAILS A7.4 DETAILS A8.2 ADA NOTES A8.3 ADA DETAILS PROJECT ADDRESS 355 S. KINGSLEY DR. LOS ANGELES, CA 90020 ZONING INFOMATION: ARCHITECTURAL LOT DATA VICINITY MAP ARCHITECTURAL KEY NOTES SHEET INDEX 1. 1/4:12 MIN. SLOPED ROOF W/ CLASS "A" COMP. ROOFING. ROLL DOWN OR TORCH INSTALL PER MANUFACTURES SPECIFICATIONS. ESR-1274 (SEE SPEC SHEET ON A 102) MODEL: INITIAL REFLECTIVITY: INITIAL EMISSIVITY: 3YR REFLECTIVITY: 3YR EMISSIVITY: AGED SRI INDEX: 2. PROVIDE ELECTRICAL SERVICE AND METERS, LOCATION TO BE COORDINATED & APPROVED BY SERVICE PROVIDER. NOTE: A NEW OR RELOCATED ELECTRICAL SERVICE SHALL BE PROVIDED W/ A GROUNDING ELECTRODE. - THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC". (4.211.4, ENERGY CODE 110.10) 3. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING 4. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES ( POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCE ETC.) OR TO THE LOCATION OF A HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THIS LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. 5. IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOILS INVESTIGATION REPORT MAY BE REQUIRED. 6. A COPY OF THE EVALUATION REPORT AND/PRE CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 7. STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF ADJACENT PROPERTY, PREVENT EROSION AND RETAIN SOIL RUNOFF ON THE SITE. 8. THE BUILDING SHALL BE EQUIPPED WITH AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION R313.3 OR NFPA 13D SPRINKLER SYSTEM MUST BE APPROVED BY PLUMBING DIVISION PRIOR TO INSTALLATION. 9. APPROVED BUILDING ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION SHALL BE PROVIDED AN MAINTAIN SO AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE ARABIC NUMERALS OR ALPHABET LETTERS, AND BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH PER FIRE CODE 505.1 (R319) 10. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS WITH A MINIMUM FALL OF 6 INCHES WITHIN THE FIRST 10 FEET (R401.3). 11. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL-325. (R309.4) 12. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 13. DESIGNATED AREA FOR FUTURE INSTALLATION OF SATELLITE DISHES. SATELLITE DISHES NEED TO BE LOCATED AWAY FROM STREET AND SCREENED BY ARCHITECTURAL MEANS. 14. PROVIDE EMERGENCY RESPONDER RADIO COVERAGE PER LAFC 510.1 CODE INFO. CITY OF LOS ANGELES, BUILDING & SAFETY DEPT. BUILDING CODE: 2017 CALIFORNIA BUILDING CODE PLUMBING CODE: 2017 CITY OF LOS ANGELES PLUMBING CODE MECHANICAL CODE: 2017 CITY OF LOS ANGELES MECHANICAL CODE ELECTRICAL CODE: 2017 CITY OF LOS ANGELES ELECTRICAL CODE 5-STORY 19-UNIT APARTMENT BUILDING PROJECT TEAM BUILDING DATA PROJECT DATA LANDSCAPE ARCHITECT DSK LANDSCAPE 3000 W 6TH ST. SUITE 300 LOS ANGELES, CA 90020 TEL: 213 - 382 - 3113 M.E.P INNOVATIVE DESIGN ENGINEERS 1106 W. MAGNOLIA BLVD. BURBANK, CA 91506 TEL: 818 - 842 - 7285 STRUCTURAL BOLD ENGINEER 3055 WILSHIRE BLVD. SUITE 880 LOS ANGELES, CA 90010 TEL: 213 - 386 - 3049 PROJECT DESCRIPTION: NEW 19-UNIT APARTMENT BUILDING; 4 LEVELS RESIDENTIAL, OVER 1 STORY OF PARKING ON GRADE, AND 1 STORY OF BASEMENT PARKING. NFPA-13 FIRE SPRINKLER THROUGH OUT BUILDING. EMERGENCY RESPONDER COVERAGE REQUIRED PER LAFC 510. TWO-WAY COMMUNICATION REQUIRED AT ELEVATOR LOBBIES. STANDBY POWER IS REQUIRED FOR ELEVATOR. THIS PROJECT IS 100% PRIVATELY FUNDED WITH NO TAX CREDITS AND IS NOT PUBLIC HOUSING. DEFERRED PLAN CHECK SUBMITTALS, UNDER SEPARATE APPLICATION: 1. BLOCK FENCE WALLS 2. FIRE SPRINKLER SYSTEM 3. MECHANICAL, ELECTRICAL & PLUMBING ENGINEERING 4. SHORING 5. DEMOLITION 6. STEEL STAIRS UNDERLYING ZONING: ZONING INFORMATION: REQUIRED YARDS: MAXIMUM HEIGHT: PROPOSED HEIGHT: PER ZONING CODE: LOT AREA: BUILDABLE AREA: MAXIMUM F.A.R: PROPOSED F.A.R: ALLOWABLE DENSITY: PROPOSED DENSITY: R4-2 (ZONE CHANGE) ENTERPRISE ZONE FRONT YARD = 15'-0" SIDE YARDS = 8'-0" REAR YARD = 18'-0" U.L 55'-0" PER ZONING CODE: 7,321 SF (AFTER HWY DEDICATION) 4,800 SF 6:1 = 28,800 SF 3.6:1 = 17,181 SF 7,321 SF / 400 = 18.3 UNITS 19 UNITS 5TH (R-2) 4TH (R-2) 3RD (R-2) 2ND (R-2) 1ST (S-2) BASE (S-2) OCCUPANCY TOTAL PERSONS FLOOR LEVEL 22 20 1ST (R-2) 2 22 22 22 22 132

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Page 1: KSK 3435 WILSHIRE BLVD., SUITE 2905 LOS ANGELES, CA 90010 ... · 3435 wilshire blvd., suite 2905 los angeles, ca 90010 tel1: 213) 388-5807 tel2: 213) 386-3693 fax: 213) 386-4052 19

A0.0

KS

K

SHEET TITLE

2

3

1

BLDG.

DATE:

SUBMITTAL

BID DATE:

REVISIONS

PROJECT NO.:

SCALE: AS SHOWN ON PLAN

DRAWN:

SHEET NO.

4

5

PROJECT

These draw

ings and/or specifications are instructions of service

and are the property of K

SK

D

ES

IG

N IN

C. A

ll inform

ation

contained herew

ith is restricted to use on the specified site and

project. F

ederal law

prohibits the reproductive display, sale, or

other disposition of these docum

ents w

ithout the expressed

written perm

ission of K

SK

D

ES

IG

N IN

C.

3435 W

ILS

HIR

E B

LV

D., S

UIT

E 2905

LO

S A

NG

ELE

S, C

A 90010

TE

L1: 213) 388-5807 T

EL2: 213) 386-3693 F

AX

: 213) 386-4052

19

U

NIT

S M

UL

TI R

ES

ID

EN

TIA

L

35

5 S

. K

IN

GS

LE

Y D

R.,

LO

S A

NG

EL

ES

, C

A 9

00

20

2017_R-M_06

COVER SHEET

5TH (TYPE III-A)

4TH (TYPE III-A)

3RD (TYPE III-A)

2ND (TYPE III-A)

1ST (TYPE I-A)

BASE (TYPE I-A)

AREA

BUILDING CODE AREA (GROSS)

PROPOSED FAR

4,342 SF

FLOOR LEVEL

26,806 SF

4,277 SF

5,161 SF

4,342 SF

4,342 SF

4,342 SF

5TH

4TH

3RD

2ND

1ST

BASE

ZONING CODE AREA (NET)

PROPOSED FAR

FLOOR LEVEL AREA

301 SF

116 SF

17,181 SF

4,191 SF

4,191 SF

4,191 SF

4,191 SF

2

19

21

BICYCLE PARKING

REQUIRED PROPOSED

2

21

19

15'-0"

8'-0"

YARD SETBACK

REQUIRED PROPOSED

15'-3"

5'-8" PER TOC

(E) FRONT

(N) SIDE

17'-0" 11'-11"(W) REAR

(S) SIDE 8'-0" 5'-8" PER TOC

DENSITY CALCULATION

R4-2 400 SF/DU

ZONE DENSITY

7,321 SF

LOT AREA

19 DU

ALLOWED UNIT

19 DU

PROPOSED UNIT

ALLOWABLE F.A.R (FLOOR AREA PER ZONING CODE IS USED TO COMPUTE)

R4-2 6:1

ZONE F.A.R

4,800 SF

BUILDABLE AREA

28,800 SF

MAX. FAR

17,181

PROPOSED FAR

-

2,125 SF

350 SF

OPEN SPACE CALCULATION

REQUIRED PROPOSED

<3 HABITABLE

=3 HABITABLE

>3 HABITABLE

PRIVATE BALCONY

OPEN SPACE

TOTAL

-

2,549 SF

2,475 SF 2,549 SF

311 SF

LANDSCAPE CALCULATION

REQUIRED PROPOSED25% OF COMMONOPEN SPACE

MIN. 742 SF

7

TREE PLANTATION

REQUIRED PROPOSED

(1) 24" BOX TREE/ 4 D.U

TOTAL

1 TREE/ 500 SFFRONT YARD

1

8 810

-

10

AUTOMOBILE PARKING

REQUIRED PROPOSED

10

25

-

RESIDENTS/LONG-TERM

GUEST/SHORT-TERM

TOTAL

SPACES REDUCED TO 0.5PER TOC

5TH

4TH

3RD

2ND

1ST

BASE

SCHOOL CODE AREA (ACCESSIBLE)

PROPOSED FAR

4,342 SF

AREAFLOOR LEVEL

26,806 SF

4,277 SF

5,161 SF

4,342 SF

4,342 SF

4,342 SF

ARCHITECT

KSK DESIGN

3435 WILSHIRE BLVD. SUITE 2905

LOS ANGELES, CA 90010

TEL: 213 - 388 - 3693

FAX: 213 - 386 - 4052

A0.0 TITLE SHEET

A0.1 NOTES

A0.2 NOTES

A0.3 NOTES

A1.0 SITE PLAN

A2.1 1ST FLOOR PLAN

A2.2 2ND FLOOR PLAN

A2.3 3RD FLOOR PLAN

A2.4 4TH FLOOR PLAN

A2.5 ROOF PLAN

A2.6 ENLARGED FLOOR PLAN

A2.7 ENLARGED FLOOR PLAN

A2.8 ENLARGED FLOOR PLAN

A3.0 ELEVATION

A3.1 ELEVATION

A4.0 SECTION

A4.1 SECTION DETAIL

A5.0 WINDOW, DOOR SCHEDULE

A.60 STAIR ENLARGED PLAN

A6.1 STAIR-1 SECTION, STAIR DETAIL

A6.2 STAIR-2 SECTION

A7.0 DETAILS

A7.1 DETAILS

A7.2 DETAILS

A7.3 DETAILS

A7.4 DETAILS

A8.2 ADA NOTES

A8.3 ADA DETAILS

PROJECT ADDRESS

355 S. KINGSLEY DR.

LOS ANGELES, CA 90020

ZONING INFOMATION:

ARCHITECTURAL

LOT DATA VICINITY MAP

ARCHITECTURAL KEY NOTES

SHEET INDEX

1. 1/4:12 MIN. SLOPED ROOF W/ CLASS "A" COMP. ROOFING. ROLL DOWN OR TORCH INSTALL PER

MANUFACTURES SPECIFICATIONS. ESR-1274 (SEE SPEC SHEET ON A 102)

MODEL:

INITIAL REFLECTIVITY:

INITIAL EMISSIVITY:

3YR REFLECTIVITY:

3YR EMISSIVITY:

AGED SRI INDEX:

2. PROVIDE ELECTRICAL SERVICE AND METERS, LOCATION TO BE COORDINATED & APPROVED BY

SERVICE PROVIDER. NOTE: A NEW OR RELOCATED ELECTRICAL SERVICE SHALL BE PROVIDED W/

A GROUNDING ELECTRODE.

- THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR

INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC

INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END

FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY

MARKED AS "FOR FUTURE SOLAR ELECTRIC".

(4.211.4, ENERGY CODE 110.10)

3. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE

DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF

THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING

4. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE FOOT CLEAR AND UNOBSTRUCTED ACCESS TO

ANY WATER OR POWER DISTRIBUTION FACILITIES ( POWER POLES, PULL-BOXES,

TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCE ETC.) OR TO THE LOCATION

OF A HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER

LINES-WHETHER OR NOT THIS LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY

CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.

5. IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOILS INVESTIGATION REPORT MAY BE

REQUIRED.

6. A COPY OF THE EVALUATION REPORT AND/PRE CONDITIONS OF LISTING SHALL BE MADE

AVAILABLE AT THE JOB SITE.

7. STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. ONE OR MORE OF THE

FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF ADJACENT

PROPERTY, PREVENT EROSION AND RETAIN SOIL RUNOFF ON THE SITE.

8. THE BUILDING SHALL BE EQUIPPED WITH AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM

IN ACCORDANCE WITH SECTION R313.3 OR NFPA 13D SPRINKLER SYSTEM MUST BE APPROVED BY

PLUMBING DIVISION PRIOR TO INSTALLATION.

9. APPROVED BUILDING ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING

IDENTIFICATION SHALL BE PROVIDED AN MAINTAIN SO AS TO BE PLAINLY VISIBLE AND LEGIBLE

FROM THE STREET FRONTING THE PROPERTY. THE NUMBERS SHALL CONTRAST WITH THEIR

BACKGROUND, BE ARABIC NUMERALS OR ALPHABET LETTERS, AND BE A MINIMUM OF 4 INCHES

HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH PER FIRE CODE 505.1 (R319)

10. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS WITH A

MINIMUM FALL OF 6 INCHES WITHIN THE FIRST 10 FEET (R401.3).

11. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH

UL-325. (R309.4)

12. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE

AVAILABLE AT THE JOB SITE.

13. DESIGNATED AREA FOR FUTURE INSTALLATION OF SATELLITE DISHES. SATELLITE DISHES NEED

TO BE LOCATED AWAY FROM STREET AND SCREENED BY ARCHITECTURAL MEANS.

14. PROVIDE EMERGENCY RESPONDER RADIO COVERAGE PER LAFC 510.1

CODE INFO.

CITY OF LOS ANGELES, BUILDING & SAFETY DEPT.

BUILDING CODE: 2017 CALIFORNIA BUILDING CODE

PLUMBING CODE: 2017 CITY OF LOS ANGELES PLUMBING CODE

MECHANICAL CODE: 2017 CITY OF LOS ANGELES MECHANICAL CODE

ELECTRICAL CODE: 2017 CITY OF LOS ANGELES ELECTRICAL CODE

5-STORY 19-UNIT APARTMENT BUILDING

PROJECT TEAM

BUILDING DATA

PROJECT DATA

LANDSCAPE ARCHITECT

DSK LANDSCAPE

3000 W 6TH ST. SUITE 300

LOS ANGELES, CA 90020

TEL: 213 - 382 - 3113

M.E.P

INNOVATIVE DESIGN ENGINEERS

1106 W. MAGNOLIA BLVD.

BURBANK, CA 91506

TEL: 818 - 842 - 7285

STRUCTURAL

BOLD ENGINEER

3055 WILSHIRE BLVD. SUITE 880

LOS ANGELES, CA 90010

TEL: 213 - 386 - 3049

PROJECT DESCRIPTION:

NEW 19-UNIT APARTMENT BUILDING; 4 LEVELS RESIDENTIAL, OVER 1 STORY OF

PARKING ON GRADE, AND 1 STORY OF BASEMENT PARKING.

NFPA-13 FIRE SPRINKLER THROUGH OUT BUILDING.

EMERGENCY RESPONDER COVERAGE REQUIRED PER LAFC 510.

TWO-WAY COMMUNICATION REQUIRED AT ELEVATOR LOBBIES.

STANDBY POWER IS REQUIRED FOR ELEVATOR.

THIS PROJECT IS 100% PRIVATELY FUNDED WITH NO TAX CREDITS AND IS NOT

PUBLIC HOUSING.

DEFERRED PLAN CHECK SUBMITTALS, UNDER SEPARATE APPLICATION:

1. BLOCK FENCE WALLS

2. FIRE SPRINKLER SYSTEM

3. MECHANICAL, ELECTRICAL & PLUMBING ENGINEERING

4. SHORING

5. DEMOLITION

6. STEEL STAIRS

UNDERLYING ZONING:

ZONING INFORMATION:

REQUIRED YARDS:

MAXIMUM HEIGHT:

PROPOSED HEIGHT:

PER ZONING CODE:

LOT AREA:

BUILDABLE AREA:

MAXIMUM F.A.R:

PROPOSED F.A.R:

ALLOWABLE DENSITY:

PROPOSED DENSITY:

R4-2 (ZONE CHANGE)

ENTERPRISE ZONE

FRONT YARD = 15'-0"

SIDE YARDS = 8'-0"

REAR YARD = 18'-0"

U.L

55'-0"

PER ZONING CODE:

7,321 SF (AFTER HWY DEDICATION)

4,800 SF

6:1 = 28,800 SF

3.6:1 = 17,181 SF

7,321 SF / 400 = 18.3 UNITS

19 UNITS

5TH (R-2)

4TH (R-2)

3RD (R-2)

2ND (R-2)

1ST (S-2)

BASE (S-2)

OCCUPANCY

TOTAL

PERSONSFLOOR LEVEL

22

20

1ST (R-2) 2

22

22

22

22

132

AutoCAD SHX Text
*
AutoCAD SHX Text
355 KINGLSEY
AutoCAD SHX Text
*
AutoCAD SHX Text
*
Page 2: KSK 3435 WILSHIRE BLVD., SUITE 2905 LOS ANGELES, CA 90010 ... · 3435 wilshire blvd., suite 2905 los angeles, ca 90010 tel1: 213) 388-5807 tel2: 213) 386-3693 fax: 213) 386-4052 19

OTIS GEN2

4TH ST.

DRIVERAMP DOWN TO BASEMENT

TRANSFORMER

6FT. X 4FT.

GENERATOR

11'-11"

REAR SETBACK 122'-10"

15'-3"

FRONT SETBACK

5'-8

"

SID

E

SE

TB

AC

K

38

'-6

"

5'-8

"

SID

E

SE

TB

AC

K3

8'-6

"

5'-8

"

SID

E

SE

TB

AC

K

122'-10"

PE

DE

ST

RIA

N P

AT

H O

F T

RA

VE

L

PEDESTRIAN PATH OF TRAVEL

SHORT TERM

BICYCLE PARKING

EG

RE

SS

P

AT

H O

F T

RA

VE

L

(N) 6'-0"HI. C.M.U. WALL SPLIT SIDE ON

NEIGHBOR SIDE & STUCCO FIN. ON

PROJECT SIDE

LINE OF BUILDING ABOVE

19-UNIT 5-STORY TOC APARTMENT

4 STORY TYPE III-A, NFPA 13

RESIDENTIAL FLOOR

1 LEVEL TYPE I-A, NFPA 13

PARKING GARAGE

1 LEVEL TYPE 1-A, NFPA 13

BASEMENT PARKING

DRIVEWAY

DRIVEWAY

36'-5" 15'-0" 53'-11" 17'-6"

44

'-2

"

4'-2"

LANDSCAPE

49

'-1

0"

150'-0"

3'-0

"1

0'-0

"

12'-0" 3'-0"

(N) TREE

MIN. 24" BOX. (TYP.)

(N) TREE

MIN. 24" BOX. (TYP.)

LANDSCAPE

PLANTER

LANDSCAPE

(N) TREE

MIN. 24" BOX. (TYP.)

(N

) S

CR

EE

NIN

G

VE

GE

TA

TIO

N

LANDSCAPE

LANDSCAPE

PLANTER

KS

K

SHEET TITLE

2

3

1

BLDG.

DATE:

SUBMITTAL

BID DATE:

REVISIONS

PROJECT NO.:

SCALE: AS SHOWN ON PLAN

DRAWN:

SHEET NO.

4

5

PROJECT

These draw

ings and/or specifications are instructions of service

and are the property of K

SK

D

ES

IG

N IN

C. A

ll inform

ation

contained herew

ith is restricted to use on the specified site and

project. F

ederal law

prohibits the reproductive display, sale, or

other disposition of these docum

ents w

ithout the expressed

written perm

ission of K

SK

D

ES

IG

N IN

C.

3435 W

ILS

HIR

E B

LV

D., S

UIT

E 2905

LO

S A

NG

ELE

S, C

A 90010

TE

L1: 213) 388-5807 T

EL2: 213) 386-3693 F

AX

: 213) 386-4052

19

U

NIT

S M

UL

TI R

ES

ID

EN

TIA

L

35

5 S

. K

IN

GS

LE

Y D

R.,

LO

S A

NG

EL

ES

, C

A 9

00

20

2017_R-M_06

WATER PROOFING NOTES:

WATERPROOFING SYSTEMS CORPORATION OR EQUAL.

1. BELOW GRADE BASEMENT WALLS

A. CONCRETE POURED IN PLACE WALLS:

* INSTALL 1 LAYER OF MlRADRI 60 (L.A.R.R. #25094) OR BITUTHENE 3000

(I.C.B.O. #3997 / L.A.R.R. #24386) BY WR. GRACE WATERPROOFING MEMBRANE.

* INSTALL 1 LAYER OF MlRADRAIN 6200 XL OR HYDRODUCT 220 (I.C.B.O.

#3997 / L.A.R.R. #24386) DRAINAGE BOARD.

B. MASONRY WALLS:

*INSTALL 3 COATS OR 90 MILS OF ELASTOMERIC FLUID APPLIED MEMBRANE

SUCH AS PACIFIC POLYMERS' ELASTO-DECK 'BT' TYPE II (LA.R.R #24350)

*INSTALL MlRADRAIN 6200 XL DRAINAGE BOARD.

2. OVER CONCRETE DECK WATERPROOFING

A. BELOW TILE

* INSTALL 3 COATS OR 90 MILS OF FLUID APPLIED ELASTOMERIC

MEMBRANE SUCH AS PACIFIC POLYMERS' ELASTO-DECK 5500 (LA.R.R #24028)

* BROADCAST SAND ONTO FINAL COAT OR INSTALL PROTECTION COURSE

SUCH AS MlRADRI 200V OR ROOFING CAP SHEET.

B. NO TILE:

* INSTALL PACIFIC POLYMERS' ELASTO-DECK "5000X2" (L.A.R.R. #24208) AS

PER MANUFACTURER'S SPECIFICATION.

3. OVER WOOD DECK

A. BELOW TILE

* SAME SCOPE OF WORK AS ITEM #11A.

B. NO TILE

* SAME SCOPE OF WORK AS ITEM #11B.

4. PLANTERS

* INSTALL 3 COATS OR 90 MILS OF PACIFIC POLYMERS' ELASTO-DECK 'BT'

FLUID APPLIED MEMBRANE.

* INSTALL PROTECTION COURSE SUCH AS MlRADRI 200V (L.A.R.R. #24208)

100% UNCOLORED CONCRETE W/ SMOOTH CEMENT FINISH, INITIAL SOLAR

REFLECTANCE >0.30 AS DETERMINED PER ASTME918 OR C1549.

PAVED AREA:

1. PROVIDE AN APPROVED SPARK ARRESTOR FOR THE CHIMNEY OF A

FIREPLACE, STOVE, OR BARBECUE. (LAMC 57.20.25)

2. PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE

A MIN. OF 4 IN. ABOVE THE EARTH OR 2 IN. ABOVE PAVED AREAS. WEEP

SCREEDS SHALL BE OF A TYPE WHICH WILL ALLOW TRAPPED WATER TO

DRAIN TO THE EXTERIOR OF THE BUILDING. (SHOW THESE DIMENSIONS

ON A FOUNDATION DETAIL DRAWING.) (SEC. 2512.1.2)

OTHER NOTES:

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

LEGEND

: 2ND-7TH FLOOR (RESIDENTIAL AREA)

A1.0

SITE PLAN

AutoCAD SHX Text
PB
AutoCAD SHX Text
CB
AutoCAD SHX Text
PB
AutoCAD SHX Text
WM
AutoCAD SHX Text
226.04
AutoCAD SHX Text
226.00
AutoCAD SHX Text
226.03
AutoCAD SHX Text
225.97
AutoCAD SHX Text
225.71
AutoCAD SHX Text
225.66
AutoCAD SHX Text
225.36TC
AutoCAD SHX Text
225.55
AutoCAD SHX Text
225.64
AutoCAD SHX Text
225.45TC
AutoCAD SHX Text
225.22FL
AutoCAD SHX Text
225.13FL
AutoCAD SHX Text
225.08FL
AutoCAD SHX Text
225.04FL
AutoCAD SHX Text
224.00
AutoCAD SHX Text
225.12
AutoCAD SHX Text
225.36
AutoCAD SHX Text
225.12
AutoCAD SHX Text
225.13
AutoCAD SHX Text
224.68
AutoCAD SHX Text
224.15
AutoCAD SHX Text
224.42
AutoCAD SHX Text
224.13
AutoCAD SHX Text
223.98
AutoCAD SHX Text
223.95
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224.03
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229.34
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225
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227
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228
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226.5'
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225.75'
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225.0'
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226.0'
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10% MAX. % MAX. AX. .
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SLOPE
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N
Page 3: KSK 3435 WILSHIRE BLVD., SUITE 2905 LOS ANGELES, CA 90010 ... · 3435 wilshire blvd., suite 2905 los angeles, ca 90010 tel1: 213) 388-5807 tel2: 213) 386-3693 fax: 213) 386-4052 19

STD

STD

STD

STD

SCHINDLER 3300

10

'-4

"

17

'-2

"1

5'-0

"

32

'-2

"

42'-8"71'-10"

132'-6"

38

'-6

"

5'-0"4'-0

"

18'-0"

6'-2

"

7'-4"

7'-6

"8

'-6

"8

'-6

"

17

'-0

"

S01

S02

C02 C04 C07 C09

S03

C01

S04

9'-0

"

7'-4"

ELEV.

BASEMENT PARKINGTYPE-1A, NFPA 13

(≥98" VERTICAL CLEARANCE)13 PARKING SPACES

4 STANDARD, 9 COMPACT

UP

UP

RAMP TO 1ST FLOOR

7'-6" 10'-10" 9'-2" 5'-10" 9'-2" 7'-6" 7'-6" 7'-6"

15

'-0

"

15

'-0

"

STAIR-1

UP

24'-10" 20'-2"

1'-0"

25'-10" 1'-0" 7'-11" 10'-7" 60'-3"2'-3"

150'-0"

42

'-6

"

5'-3

"

43

'-9

"

6'-3

"

BICYCLE PARKING

BICYCLE

REPAIR

SPACE

(92 S.F.)

ELEC./

MECH.

ROOM

TOTAL 19 STALLS

26'-0"

27

'-5

"

8'-0" HI. W.I.

AUTOMATIC GATE W/

REMOTE CONTROL

7'-2" CLR. HT. FOR

OPENING

B-1

B-2

B-3

B-4

B-5

B-6

B-7

B-8

B-9

B-1

0

B-1

1

B-1

2

B-1

3

B-1

4

B-1

5

B-1

6

B-1

7

B-1

8

B-1

9

STAIR-3

G2

G6

G3

G4

EXIT TRAVEL

EGRESS TRAVEL:103'-0"

D

IA

G

O

N

A

L

D

IS

T

A

N

C

E

:

1

3

7

'-

1

"

KS

K

SHEET TITLE

2

3

1

BLDG.

DATE:

SUBMITTAL

BID DATE:

REVISIONS

PROJECT NO.:

SCALE: AS SHOWN ON PLAN

DRAWN:

SHEET NO.

4

5

PROJECT

These draw

ings and/or specifications are instructions of service

and are the property of K

SK

D

ES

IG

N IN

C. A

ll inform

ation

contained herew

ith is restricted to use on the specified site and

project. F

ederal law

prohibits the reproductive display, sale, or

other disposition of these docum

ents w

ithout the expressed

written perm

ission of K

SK

D

ES

IG

N IN

C.

3435 W

ILS

HIR

E B

LV

D., S

UIT

E 2905

LO

S A

NG

ELE

S, C

A 90010

TE

L1: 213) 388-5807 T

EL2: 213) 386-3693 F

AX

: 213) 386-4052

19

U

NIT

S M

UL

TI R

ES

ID

EN

TIA

L

35

5 S

. K

IN

GS

LE

Y D

R.,

LO

S A

NG

EL

ES

, C

A 9

00

20

2017_R-M_06

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

ACCESSIBLE ENTRANCE SIGN NOTE:

: 8" CONC.. WALL

OR CONC. COLUMN

: 8" C.M.U. WALL

SEE STRUCTURAL DWGS.

SEE STRUCTURAL DWGS.

: EXIT SIGN W/ EMERGENCY LIGHT

A SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE, THE SIGN SHALL BE NO LESS

THAN 17X22 INCHES IN SIZE W/ LETTERING NO LESS THAN 1 INCH IN HEIGHT, WHICH

STATE "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT

DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR

PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY AT OWNER'S EXPENSE.

1. ALL DIMENSIONS ARE FINISH TO FINISH, U.N.O.

2. MIN. VERTICAL CLEARANCE OF 8'-2" WHERE REQUIRED FOR ACCESSIBLE PARKING

SPACES ONLY(7'-0" CLR. ELSEWHERE) SHALL BE CLEAR OF ALL OBSTRUCTIONS,

INCLUDING BEAMS, SPRINKLER HEADS, PIPING, ETC.

3. MAXIMUM DRIVEWAY SLOPE SHALL NOT EXCEED 20%. MAXIMUM DRIVEWAY CROSS

SLOPE IS 10%. MAXIMUM SLOPE WITHIN PARKING AREA IS 5%.

4. DOUBLE STRIPING OF STALLS SHALL BE PER ZONING CODE SECTION 12.21A5,

CHART NO. 5.

5. TANDEM PARKING STALLS SHALL BELONG TO THE SAME UNIT.

6. THE ELECTRICAL SYSTEM SHALL HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY

CHARGE ALL DESIGNATED EV SPACES AT FULL RATED AMPERAGE BASED ON LEVEL 2

EVSE. A SEPARATE ELECTRICAL PERMIT IS REQUIRED.

7. EGRESS COURTS LESS THAN 10 FT. IN WIDTH SHALL HAVE EGRESS COURT WALLS

NOT LESS THAN 1-HR FIRE-RESISTANCE RATED CONSTRUCTION; OPENINGS WITHIN

SUCH WALLS SHALL BE PROTECTED BY OPENING PROTECTIVES NOT LESS THAN 3/4

HOUR. (1027.4.2)

8. THE MAXIMUM FLAME-SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR

WALLS AND CEILINGS SHALL NOT EXCEED FOLLOWING:

A. CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150, FOR MATERIALS

INSTALLED IN VERTICAL EXITS.

B. CLASS II, FLAME SPREAD 26-75, SMOKE DENSITY 300, FOR MATERIALS

INSTALLED IN HORIZONTAL EXITS.

C. CLASS III, FLAME SPREAD 76-200, SMOKE DENSITY 450, FOR MATERIALS

INSTALLED IN ANY OTHER LOCATION.

9. THE ELECTRICAL SYSTEM SHALL HAVE SIFFICIENT CAPACITY TO SIMULTANEOUSLY

CHARGE ALL DESIGNATED EV SPACES AT THE FULL RATED AMPERAGE OF THE

EVSE. PLAN DESIGN SHALL BE BASED UPON A 40-AMPERE MINIMUN BRANCH

CIRCUIT. A SEPARATE ELECTRICAL PERMIT IS REQUIRED.

10. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE

OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV

CHARGING PURPOSES AS EV CAPABLE IN ACCORDANCE WITH THE LOS ANGELES

ELECTRICAL CODE.

11. ALL WASH AND DRYERS ARE FRONT LOADED.

OVER CONCRETE DECK WATERPROOFING

A. BELOW TILE

* INSTALL 3 COATS OR 90 MILS OF FLUID APPLIED ELASTOMERIC MEMBRANE SUCH

AS PACIFIC POLYMERS' ELASTO-DECK 5500 (LA.R.R #24028)

* BROADCAST SAND ONTO FINAL COAT OR INSTALL PROTECTION COURSE SUCH AS

MlRADRI 200V OR ROOFING CAP SHEET.

B. NO TILE:

* INSTALL PACIFIC POLYMERS' ELASTO-DECK "5000X2" (L.A.R.R. #24208) AS PER

MANUFACTURER'S SPECIFICATION.

WATER PROOFING NOTES:

A7.1

: # OF STANDARD PARKING

: # OF COMPACT PARKING

1. TITLE 24 ENERGY CALCULATIONS SHALL BE SUBMITTED TO MECHANICAL PLAN

CHECK DIVISION FOR A SEPARATE APPROVAL.

TITLE 24 ENERGY NOTES:

: X 4 STUDS EXTERIOR WALL

: PARKING STALLS W/ PROVISIONS FOR FUTURE

INSTALLATION OF ELECTRIC VEHICLE SUPPLY EQUIPMENT.

ONLY UNDERGROUND RACEWAYS AND RELATED

UNDERGROUND EQUIPMENT ARE REQUIRED TO BE

INSTALLED AT THE TIME OF CONSTRUCTION. A LABEL

STATING 'EV CAPABLE' SHALL BE POSTED IN A CONSPICUOUS

PLACE AT THE SERVICE PANEL OR SUBPANEL AND THE EV

CHARGING SPACE. (4.106.4.2) SEE BELOW FOR ADDTIONAL

NOTES.

A2.0

BASEMENT PLAN

FLOOR PLAN

BASEMENT

NOTES

AutoCAD SHX Text
216.0'
AutoCAD SHX Text
216.0'
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217.0'
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60"X60"
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CLEAR
AutoCAD SHX Text
CATCH BASIN
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W/ STEEL GRATING
AutoCAD SHX Text
& SUMP PUMP
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SLOPE
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1% MIN.
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SLOPE
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1% MIN.
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1% MIN.
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SLOPE
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1% MIN.
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SLOPE
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N
AutoCAD SHX Text
%%uLEGEND
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-S
AutoCAD SHX Text
-C
AutoCAD SHX Text
EVCS
Page 4: KSK 3435 WILSHIRE BLVD., SUITE 2905 LOS ANGELES, CA 90010 ... · 3435 wilshire blvd., suite 2905 los angeles, ca 90010 tel1: 213) 388-5807 tel2: 213) 386-3693 fax: 213) 386-4052 19

STD

STD

STD

STD

EV

STD

KIN

GS

LE

Y D

R.

4TH ST.

DRIVERAMP DOWN TO BASEMENT

TRANSFORMER

6FT. X 4FT.SCHINDLER 3300

STD

GENERATOR

1ST FLOOR PARKINGTYPE-1A, NFPA-13

(≥98" VERTICAL CLEARANCE)12 PARKING SPACES

4 STANDARD, 1 ADA, 1 EV, 6 COMPCT

S01

LINE OF BUILDING ABOVE

STAIR-1

STAIR-2

6"

29

'-8

"

10

"

18

'-1

0"

40'-8" 15'-3"

11"

150'-0"

48

'-6

"

44

'-2

"

134'-3" 15'-1"

ELEV.

UP

82'-3"

18'-0"

STANDARD TYP.

2'-4

"

8'-6

"

ST

AN

DA

RD

TY

P.

7'-6"

A4.0

1

A4.0

1

A4.1

1

A4.1

1

9'-0

"8

'-0

"

11'-10"

REAR SETBACK

9'-2" 7'-6"9'-2"7'-6"

S02

S03 S04

7'-6"

ADA

7'-6" 7'-6"

C01 C02 C03 C04 C05 C06

9'-0

"

12

'-0

"1

7'-2

"1

5'-0

"

8'-6"45'-5"36'-5"11'-5"

3'-6"

4'-0

"

10

"

10

'-4

"

UP

DN

8'-6"

8'-4"

10

'-4

"

DN

DN

RAMP TO BASEMENT

58

'-2

"

12

'-0

"

113'-11"

7'-9

"

12

'-1

0"

5'-2

"

1'-7

"

6'-6

"

7'-8

"

2'-1

1"

15'-0"

28'-0"

17'-6"

LOBBY

(283 S.F.)

TRASH

MAILBOXES

25

'-0

"

1/4

" P

ER

F

T.

MA

X. S

LO

PE

1/4

" P

ER

F

T.

MA

X. S

LO

PE

20% SLOPE10% SLOPE

10% SLOPE

1

A6.0

1

A6.0

(N) TREE

MIN. 24" BOX. (TYP.)

(N) TREE

MIN. 24" BOX. (TYP.)

LANDSCAPE

PLANTER

LANDSCAPE

W05

EXIT

EXIT

EXIT

2-HR. SHAFT

ACCESSIBILITY

PATH OF TRAVEL

2-HR.SHAFT

2-HR.SHAFT

G1

W04W04

W04

W04

G6

G3

G3

G10

G5

1

2

" MAX.

1

2

" M

AX

.

1

2

" M

AX

.

RECYCLE

10'-2"

30 X48

CLEAR

FUTURE EV

INSTALLATION

REACHABLE RANGE

48" MAX. AND 15" MIN.

6'-0

"

(N) TREE

MIN. 24" BOX. (TYP.)

(N) SCREENING

VEGETATION

LANDSCAPE

LANDSCAPE

PLANTER

(E) FIRE

HYDRANT

(N) TREE

MIN. 24" BOX. (TYP.)

(N) F.D.C

3

1

'-8

"

6'-9"

4'-1

1"

3'-6"

KS

K

SHEET TITLE

2

3

1

BLDG.

DATE:

SUBMITTAL

BID DATE:

REVISIONS

PROJECT NO.:

SCALE: AS SHOWN ON PLAN

DRAWN:

SHEET NO.

4

5

PROJECT

These draw

ings and/or specifications are instructions of service

and are the property of K

SK

D

ES

IG

N IN

C. A

ll inform

ation

contained herew

ith is restricted to use on the specified site and

project. F

ederal law

prohibits the reproductive display, sale, or

other disposition of these docum

ents w

ithout the expressed

written perm

ission of K

SK

D

ES

IG

N IN

C.

3435 W

ILS

HIR

E B

LV

D., S

UIT

E 2905

LO

S A

NG

ELE

S, C

A 90010

TE

L1: 213) 388-5807 T

EL2: 213) 386-3693 F

AX

: 213) 386-4052

19

U

NIT

S M

UL

TI R

ES

ID

EN

TIA

L

35

5 S

. K

IN

GS

LE

Y D

R.,

LO

S A

NG

EL

ES

, C

A 9

00

20

2017_R-M_06

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

LEGEND

NOTES:

ACCESSIBLE ENTRANCE SIGN NOTE:

: 8" CONC.. WALL

OR CONC. COLUMN

: 8" C.M.U. WALL

SEE STRUCTURAL DWGS.

SEE STRUCTURAL DWGS.

: EXIT SIGN W/ EMERGENCY LIGHT

A SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE, THE SIGN SHALL BE NO LESS

THAN 17X22 INCHES IN SIZE W/ LETTERING NO LESS THAN 1 INCH IN HEIGHT, WHICH

STATE "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT

DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR

PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY AT OWNER'S EXPENSE.

1. ALL DIMENSIONS ARE FINISH TO FINISH, U.N.O.

2. MIN. VERTICAL CLEARANCE OF 8'-2" WHERE REQUIRED FOR ACCESSIBLE PARKING

SPACES ONLY(7'-0" CLR. ELSEWHERE) SHALL BE CLEAR OF ALL OBSTRUCTIONS,

INCLUDING BEAMS, SPRINKLER HEADS, PIPING, ETC.

3. MAXIMUM DRIVEWAY SLOPE SHALL NOT EXCEED 20%. MAXIMUM DRIVEWAY CROSS

SLOPE IS 10%. MAXIMUM SLOPE WITHIN PARKING AREA IS 5%.

4. DOUBLE STRIPING OF STALLS SHALL BE PER ZONING CODE SECTION 12.21A5,

CHART NO. 5.

5. TANDEM PARKING STALLS SHALL BELONG TO THE SAME UNIT.

6. THE ELECTRICAL SYSTEM SHALL HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY

CHARGE ALL DESIGNATED EV SPACES AT FULL RATED AMPERAGE BASED ON LEVEL 2

EVSE. A SEPARATE ELECTRICAL PERMIT IS REQUIRED.

7. EGRESS COURTS LESS THAN 10 FT. IN WIDTH SHALL HAVE EGRESS COURT WALLS

NOT LESS THAN 1-HR FIRE-RESISTANCE RATED CONSTRUCTION; OPENINGS WITHIN

SUCH WALLS SHALL BE PROTECTED BY OPENING PROTECTIVES NOT LESS THAN 3/4

HOUR. (1027.4.2)

8. THE MAXIMUM FLAME-SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR

WALLS AND CEILINGS SHALL NOT EXCEED FOLLOWING:

A. CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150, FOR MATERIALS

INSTALLED IN VERTICAL EXITS.

B. CLASS II, FLAME SPREAD 26-75, SMOKE DENSITY 300, FOR MATERIALS

INSTALLED IN HORIZONTAL EXITS.

C. CLASS III, FLAME SPREAD 76-200, SMOKE DENSITY 450, FOR MATERIALS

INSTALLED IN ANY OTHER LOCATION.

9. THE ELECTRICAL SYSTEM SHALL HAVE SIFFICIENT CAPACITY TO SIMULTANEOUSLY

CHARGE ALL DESIGNATED EV SPACES AT THE FULL RATED AMPERAGE OF THE

EVSE. PLAN DESIGN SHALL BE BASED UPON A 40-AMPERE MINIMUN BRANCH

CIRCUIT. A SEPARATE ELECTRICAL PERMIT IS REQUIRED.

10. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE

OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV

CHARGING PURPOSES AS EV CAPABLE IN ACCORDANCE WITH THE LOS ANGELES

ELECTRICAL CODE.

11. ALL WASH AND DRYERS ARE FRONT LOADED.

12. SLIP RESISTANT FLOOR FINISH PROVIDED.

OVER CONCRETE DECK WATERPROOFING

A. BELOW TILE

* INSTALL 3 COATS OR 90 MILS OF FLUID APPLIED ELASTOMERIC MEMBRANE SUCH

AS PACIFIC POLYMERS' ELASTO-DECK 5500 (LA.R.R #24028)

* BROADCAST SAND ONTO FINAL COAT OR INSTALL PROTECTION COURSE SUCH AS

MlRADRI 200V OR ROOFING CAP SHEET.

B. NO TILE:

* INSTALL PACIFIC POLYMERS' ELASTO-DECK "5000X2" (L.A.R.R. #24208) AS PER

MANUFACTURER'S SPECIFICATION.

WATER PROOFING NOTES:

A7.1

: # OF STANDARD PARKING

: # OF COMPACT PARKING

1. TITLE 24 ENERGY CALCULATIONS SHALL BE SUBMITTED TO MECHANICAL PLAN

CHECK DIVISION FOR A SEPARATE APPROVAL.

TITLE 24 ENERGY NOTES:

: X 4 STUDS EXTERIOR WALL

: PARKING STALLS W/ PROVISIONS FOR FUTURE

INSTALLATION OF ELECTRIC VEHICLE SUPPLY EQUIPMENT.

ONLY UNDERGROUND RACEWAYS AND RELATED

UNDERGROUND EQUIPMENT ARE REQUIRED TO BE

INSTALLED AT THE TIME OF CONSTRUCTION. A LABEL

STATING 'EV CAPABLE' SHALL BE POSTED IN A CONSPICUOUS

PLACE AT THE SERVICE PANEL OR SUBPANEL AND THE EV

CHARGING SPACE. (4.106.4.2) SEE BELOW FOR ADDTIONAL

NOTES.

A2.1

1ST FLOOR PLAN

FLOOR PLAN

1ST

RIGHT TURN ONLY + NO LEFTA

1. UNDER KITCHEN SINKS PROVIDE REMOVABLE

CABINETS & FINISHED FLOORINGS.

2. ALL KITCHEN SHALL HAVE LIGHTINGS AND HOOD VENTILATIONS.

SEE ELEC. & MECH. PLANS.

3. KITCHEN COUNTERTOPS SHALL BE MADE OF GRANITE IN ALL UNITS.

4. ALL COUNTER TOPS USE GRANITE SLAB. (TYP.)

KITCHEN AND BATHROOM NOTES:

AutoCAD SHX Text
226.00
AutoCAD SHX Text
225.04FL
AutoCAD SHX Text
225.12
AutoCAD SHX Text
224.15
AutoCAD SHX Text
226.03
AutoCAD SHX Text
WM
AutoCAD SHX Text
225.71
AutoCAD SHX Text
PB
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CB
AutoCAD SHX Text
225.97
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225.08FL
AutoCAD SHX Text
224.00
AutoCAD SHX Text
224.13
AutoCAD SHX Text
224.68
AutoCAD SHX Text
225.13FL
AutoCAD SHX Text
226.04
AutoCAD SHX Text
225.55
AutoCAD SHX Text
PB
AutoCAD SHX Text
223.95
AutoCAD SHX Text
225.36
AutoCAD SHX Text
225.13
AutoCAD SHX Text
225.22FL
AutoCAD SHX Text
226.0'
AutoCAD SHX Text
225.45TC
AutoCAD SHX Text
225.36TC
AutoCAD SHX Text
225.66
AutoCAD SHX Text
225.64
AutoCAD SHX Text
224.42
AutoCAD SHX Text
225.12
AutoCAD SHX Text
223.98
AutoCAD SHX Text
224.03
AutoCAD SHX Text
229.34
AutoCAD SHX Text
225
AutoCAD SHX Text
226.5'
AutoCAD SHX Text
228
AutoCAD SHX Text
227
AutoCAD SHX Text
226.0'
AutoCAD SHX Text
225.0'
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226.0'
AutoCAD SHX Text
225.75'
AutoCAD SHX Text
225.25'
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224.5'
AutoCAD SHX Text
225.50'
AutoCAD SHX Text
(N)6'-0" HI. C.M.U. WALL SPLIT 6'-0" HI. C.M.U. WALL SPLIT '-0" HI. C.M.U. WALL SPLIT HI. C.M.U. WALL SPLIT HI. C.M.U. WALL SPLIT SIDE ON NEIGHBOR SIDE & STUCCO FIN. ON PROJECT SIDE
AutoCAD SHX Text
60"X60"
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CLEAR
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(E) DRIVEWAY TO BE FILLED
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(N) DRIVEWAY
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* NO SECURITY GATE
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A
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INTERNATIONAL ACCESSIBILITY SYMBOL SEE (3/A8.3)
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N
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-S
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-C
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EVCS
Page 5: KSK 3435 WILSHIRE BLVD., SUITE 2905 LOS ANGELES, CA 90010 ... · 3435 wilshire blvd., suite 2905 los angeles, ca 90010 tel1: 213) 388-5807 tel2: 213) 386-3693 fax: 213) 386-4052 19

DW

DW

DWDW

DW

SCHINDLER 3300

STAIR-1

A4.0

1

A4.0

1

A4.1

1

A4.1

1

CLO

SE

T

CLO

SE

T

CLO

SE

T

CLO

SE

T

CLOSET

CLOSET

BATH

BATH

BATH

BATH

BATH

BATH

BATH

BATH

BATH

BATH

KITCHEN

KITCHEN

KITCHEN

KITCHEN

KITCHEN

LIVING

LIVING

LIVING

LIVING

LIVING

STAIR-2

BED RM.BED RM.

BED RM.

BED RM.

BED RM.

BED RM.

BED RM.

BED RM.

BED RM.

BED RM.

# 02

2BED/2BATH

728 SQ. FT.

# 01

2BED/2BATH

729 SQ. FT.

# 03

2BED/2BATH

732 SQ. FT.

# 04

2BED/2BATH

738 SQ. FT.

# 05

2BED/2BATH

736 SQ. FT.

ELEV.

W/D

W/D

W/D

CLOSET

CLOSET

W/DCLO

SE

T

CLOSET

CLO

SE

T

9'-0"

6'-5" 10'-6" 20'-6" 13'-3"

50'-8"

13'-8" 18'-10" 15'-8" 6'-0" 9'-0"

63'-2"

122'-10"

17'-8"

1'-7"

7'-0"

9'-10"

16'-10"

38'-6"

17'-8"

9'-5"

11'-5"

20'-10"

38'-6"

26'-6" 12'-9"

39'-3"

10'-9" 19'-9" 10'-4"

40'-10"

10'-9" 19'-1" 12'-11"

42'-9"

122'-10"

4'-0"

5'-2"

5'-0"

W/D

9'-4"

8'-3"

10'-8"

9'-6"

11'-0"

10'-6"

9'-8"

10'-6"

9'-6"

UP DN

UP

DN

D

IA

G

O

N

A

L

D

IS

T

A

N

C

E

:

1

2

8

'-

9

"

116'-4" > 42'-10"(1/3 OF DIAGONAL DISTANCE)

TRASH

CHUTE

W03 W01

W02

W01

W03W02

W03

1

A6.0

1

A6.0

COMMON PATH OF

EGRESS TRAVEL:101'-0"

COMMON PATH OF

EGRESS TRAVEL:48'-5"

2-HR. SHAFT

2-HR.SHAFT

2-HR.SHAFT

2ND FLOOR STAIR LINE

SEE STAIR ENLARGED PLAN

G6

G3

G3

G7G7

W03 W03 W03

W03 W03 W03 W03

BALCONY

BALCONY

BALCONY

1HR. FIRE RATED CORRIDOR

D4

D1

D1

D1

D1

D1

D2

D2

D2

D2

D2

D2

D2

D2D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

D3

D3

D3

D3

D3D3

D3

D3

D4

D5

D5

D4

D4

D5

D7

D7

D7 D7

D6

D5

D4

D5

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

30 X48

CLEAR

30 X48

CLEAR

30 X48

CLEAR

30 X48

CLEAR

30 X48

CLEAR

30 X48

CLEAR

30 X48

CLEAR

CLOSET

9'-10"

STG.

STG.

KS

K

SHEET TITLE

2

3

1

BLDG.

DATE:

SUBMITTAL

BID DATE:

REVISIONS

PROJECT NO.:

SCALE: AS SHOWN ON PLAN

DRAWN:

SHEET NO.

4

5

PROJECT

These draw

ings and/or specifications are instructions of service

and are the property of K

SK

D

ES

IG

N IN

C. A

ll inform

ation

contained herew

ith is restricted to use on the specified site and

project. F

ederal law

prohibits the reproductive display, sale, or

other disposition of these docum

ents w

ithout the expressed

written perm

ission of K

SK

D

ES

IG

N IN

C.

3435 W

ILS

HIR

E B

LV

D., S

UIT

E 2905

LO

S A

NG

ELE

S, C

A 90010

TE

L1: 213) 388-5807 T

EL2: 213) 386-3693 F

AX

: 213) 386-4052

19

U

NIT

S M

UL

TI R

ES

ID

EN

TIA

L

35

5 S

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IN

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LE

Y D

R.,

LO

S A

NG

EL

ES

, C

A 9

00

20

2017_R-M_06

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

LEGEND

NOTES:

ACCESSIBLE ENTRANCE SIGN NOTE:

: 8" CONC.. WALL

OR CONC. COLUMN

: 8" C.M.U. WALL

SEE STRUCTURAL DWGS.

SEE STRUCTURAL DWGS.

: EXIT SIGN W/ EMERGENCY LIGHT

A SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE, THE SIGN SHALL BE NO LESS

THAN 17X22 INCHES IN SIZE W/ LETTERING NO LESS THAN 1 INCH IN HEIGHT, WHICH

STATE "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT

DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR

PHYSICALLY DISABLED PERSONS MAY BE TOWED AWAY AT OWNER'S EXPENSE.

1. ALL DIMENSIONS ARE FINISH TO FINISH, U.N.O.

2. MIN. VERTICAL CLEARANCE OF 8'-2" WHERE REQUIRED FOR ACCESSIBLE PARKING

SPACES ONLY(7'-0" CLR. ELSEWHERE) SHALL BE CLEAR OF ALL OBSTRUCTIONS,

INCLUDING BEAMS, SPRINKLER HEADS, PIPING, ETC.

3. MAXIMUM DRIVEWAY SLOPE SHALL NOT EXCEED 20%. MAXIMUM DRIVEWAY CROSS

SLOPE IS 10%. MAXIMUM SLOPE WITHIN PARKING AREA IS 5%.

4. DOUBLE STRIPING OF STALLS SHALL BE PER ZONING CODE SECTION 12.21A5,

CHART NO. 5.

5. TANDEM PARKING STALLS SHALL BELONG TO THE SAME UNIT.

6. THE ELECTRICAL SYSTEM SHALL HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY

CHARGE ALL DESIGNATED EV SPACES AT FULL RATED AMPERAGE BASED ON LEVEL 2

EVSE. A SEPARATE ELECTRICAL PERMIT IS REQUIRED.

7. EGRESS COURTS LESS THAN 10 FT. IN WIDTH SHALL HAVE EGRESS COURT WALLS

NOT LESS THAN 1-HR FIRE-RESISTANCE RATED CONSTRUCTION; OPENINGS WITHIN

SUCH WALLS SHALL BE PROTECTED BY OPENING PROTECTIVES NOT LESS THAN 3/4

HOUR. (1027.4.2)

8. THE MAXIMUM FLAME-SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR

WALLS AND CEILINGS SHALL NOT EXCEED FOLLOWING:

A. CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150, FOR MATERIALS

INSTALLED IN VERTICAL EXITS.

B. CLASS II, FLAME SPREAD 26-75, SMOKE DENSITY 300, FOR MATERIALS

INSTALLED IN HORIZONTAL EXITS.

C. CLASS III, FLAME SPREAD 76-200, SMOKE DENSITY 450, FOR MATERIALS

INSTALLED IN ANY OTHER LOCATION.

9. THE ELECTRICAL SYSTEM SHALL HAVE SIFFICIENT CAPACITY TO SIMULTANEOUSLY

CHARGE ALL DESIGNATED EV SPACES AT THE FULL RATED AMPERAGE OF THE

EVSE. PLAN DESIGN SHALL BE BASED UPON A 40-AMPERE MINIMUN BRANCH

CIRCUIT. A SEPARATE ELECTRICAL PERMIT IS REQUIRED.

10. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE

OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV

CHARGING PURPOSES AS EV CAPABLE IN ACCORDANCE WITH THE LOS ANGELES

ELECTRICAL CODE.

11. ALL WASH AND DRYERS ARE FRONT LOADED.

12. SLIP RESISTANT FLOOR FINISH PROVIDED.

OVER CONCRETE DECK WATERPROOFING

A. BELOW TILE

* INSTALL 3 COATS OR 90 MILS OF FLUID APPLIED ELASTOMERIC MEMBRANE SUCH

AS PACIFIC POLYMERS' ELASTO-DECK 5500 (LA.R.R #24028)

* BROADCAST SAND ONTO FINAL COAT OR INSTALL PROTECTION COURSE SUCH AS

MlRADRI 200V OR ROOFING CAP SHEET.

B. NO TILE:

* INSTALL PACIFIC POLYMERS' ELASTO-DECK "5000X2" (L.A.R.R. #24208) AS PER

MANUFACTURER'S SPECIFICATION.

WATER PROOFING NOTES:

A7.1

: # OF STANDARD PARKING

: # OF COMPACT PARKING

1. TITLE 24 ENERGY CALCULATIONS SHALL BE SUBMITTED TO MECHANICAL PLAN

CHECK DIVISION FOR A SEPARATE APPROVAL.

TITLE 24 ENERGY NOTES:

: X 4 STUDS EXTERIOR WALL

: PARKING STALLS W/ PROVISIONS FOR FUTURE INSTALLATION OF ELECTRIC

VEHICLE SUPPLY EQUIPMENT. ONLY UNDERGROUND RACEWAYS AND RELATED

UNDERGROUND EQUIPMENT ARE REQUIRED TO BE INSTALLED AT THE TIME OF

CONSTRUCTION. A LABEL STATING 'EV CAPABLE' SHALL BE POSTED IN A

CONSPICUOUS PLACE AT THE SERVICE PANEL OR SUBPANEL AND THE EV

CHARGING SPACE. (4.106.4.2) SEE BELOW FOR ADDTIONAL NOTES.

A2.2

2ND-4TH FLOOR PLAN

2ND - 4TH

FLOOR PLAN

1. UNDER KITCHEN SINKS PROVIDE REMOVABLE

CABINETS & FINISHED FLOORINGS.

2. ALL KITCHEN SHALL HAVE LIGHTINGS AND HOOD VENTILATIONS.

SEE ELEC. & MECH. PLANS.

3. KITCHEN COUNTERTOPS SHALL BE MADE OF GRANITE IN ALL UNITS.

4. ALL COUNTER TOPS USE GRANITE SLAB. (TYP.)

5. LOWER SHELVING AT 48" MAX. ARE PROVIDED.

KITCHEN AND BATHROOM NOTES:

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EVCS
Page 6: KSK 3435 WILSHIRE BLVD., SUITE 2905 LOS ANGELES, CA 90010 ... · 3435 wilshire blvd., suite 2905 los angeles, ca 90010 tel1: 213) 388-5807 tel2: 213) 386-3693 fax: 213) 386-4052 19

DW

DW

DW

DW

SCHINDLER 3300

LIVING

KITCHEN

ELEV.

A4.0

1

A4.0

1

A4.1

1

A4.1

1

A4.0

1

A4.1

1

A4.1

CLOSET

CL

OS

ET

CL

OS

ET

BATH

KITCHEN

LIVING

BED RM.BED RM.

BED RM.BED RM.

BED RM.

BED RM.

CL

OS

ET

# 02

2BED/2BATH

728 SQ. FT.

# 01

2BED/2BATH

729 SQ. FT.

# 503

3BED/2BATH

1,102 SQ. FT.

#504

3BED/2BATH

1,107 SQ. FT.

STAIR-1

CL

OS

ET

CL

OS

ET

CLOSET

BATH

BATH

BATH

BATH

KITCHEN

KITCHEN

LIVING

LIVING

STAIR-2

BED RM.BED RM.

BED RM.

BED RM.

W/D

9'-0"

6'-5" 10'-6" 20'-6" 13'-3"

50'-8"

13'-8" 18'-10" 15'-8" 6'-0" 9'-0"

63'-2"

122'-10"

W/D

9'-6"

11

'-0

"

10'-6"

8'-6

"

10'-6"

10

'-1

0"

UP DN

CL

OS

ET

BATH BATH

CL

OS

ET

W/D

W/D

17

'-8

"

10

'-4

"1

0'-6

"

20

'-1

0"

38

'-6

"

17

'-8

"4

'-0

"

6'-1

1"

9'-1

1"

16

'-1

0"

38

'-6

"

16'-7" 6'-8" 23'-8" 12'-9" 13'-2" 24'-3" 12'-10" 12'-11"

59'-8" 63'-2"

10'-3"

3'-4

"

4'-0

"

3'-4

"

10'-1"10'-0" 10'-0"

4'-6

"

5'-4

"

UPDN

STORAGE

D

IA

G

O

N

A

L

D

IS

T

A

N

C

E

:

1

2

8

'-

9

"

116'-4" > 42'-10"(1/3 OF DIAGONAL DISTANCE)

BALCONYBALCONY

COMMON PATH OF

EGRESS TRAVEL:78'-3"

COMMON PATH OF

EGRESS TRAVEL:69'-0"

1

A6.0

1

A6.0

2-HR. SHAFT

2-HR.SHAFT

2-HR.SHAFT

G6

G3

G3

G7G7

W03 W01W03 W03 W03

W02

W02

W03

W03

W03 W03 W03 W03

1HR. FIRE RATED CORRIDOR

D1 D1

D1

D1

D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

D3

D3

D3

D2

D2 D3D3

D4

D4

D5

D5

D5

D4

D4

D5

D5

D5 D5

D6

D7

D7

D7

2'-0"

2'-0"

2'-0

"

2'-0

"

30 X48

CLEAR

30 X48

CLEAR

30 X48

CLEAR

30 X48

CLEAR

30 X48

CLEAR

30 X48

CLEAR

30 X48

CLEAR

42 X52

CLEAR

BATH

STG.

KS

K

SHEET TITLE

2

3

1

BLDG.

DATE:

SUBMITTAL

BID DATE:

REVISIONS

PROJECT NO.:

SCALE: AS SHOWN ON PLAN

DRAWN:

SHEET NO.

4

5

PROJECT

These draw

ings and/or specifications are instructions of service

and are the property of K

SK

D

ES

IG

N IN

C. A

ll inform

ation

contained herew

ith is restricted to use on the specified site and

project. F

ederal law

prohibits the reproductive display, sale, or

other disposition of these docum

ents w

ithout the expressed

written perm

ission of K

SK

D

ES

IG

N IN

C.

3435 W

ILS

HIR

E B

LV

D., S

UIT

E 2905

LO

S A

NG

ELE

S, C

A 90010

TE

L1: 213) 388-5807 T

EL2: 213) 386-3693 F

AX

: 213) 386-4052

19

U

NIT

S M

UL

TI R

ES

ID

EN

TIA

L

35

5 S

. K

IN

GS

LE

Y D

R.,

LO

S A

NG

EL

ES

, C

A 9

00

20

2017_R-M_06

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

A2.3

5TH FLOOR PLAN

: FUTURE FOLDABLE GRAB BAR LOCATION. SEE 6,12,13/A8.7.

LEGEND

A7.1

2B

: 1-HR. X 4 STUDS EXTERIOR WALL

: 2-HR. SHAFT WALL

3B

A7.1

X6 PLATE, X4 STAGGERED

: PARTY WALL

W/ DRAFT STOP AT ATTIC

A7.1

3A

A7.1

3C

: 1-HR. CORRIDOR WALL

: X 4 STUDS INTERIOR WALL

3D

A7.1

A7.1

3C

: 1-HR. X 4 STUDS INTERIOR WALL

SOUND RATED.

NON-SOUND RATED.

: HARDWIRED SMOKE DETECTORS W/ BATTERY BACKUP & LOW BATTERY SIGNAL. SEE

ELEC. PLANS.

: 30" WORK COUNTER W/ REMOVABLE BASE CABINETS AND FINISHED FLOOR

UNDERNEATH

: 15" BREAD BOARD

: FUTURE WALL-HUNG GRAB BAR LOCATION; BACKING 32" TO 38" ABOVE FLR. MIN. 6"

NOMINAL IN HT. MIN. 40" IN LENGTH AT BACK OF TOILET. FOR SIDE OF TOILET, 12" MAX.

FROM REAR WALL & TO EXTEND MIN. 26" IN FRONT OF TOILET FIXTURE.

SEE 6,12,13/A8.7.

: APPROVED LOW-LEVEL EXIT SIGN

: DIRECTIONAL EXIT SIGN W/ EMERGENCY LIGHT W/ MIN. 6" HT. X 3/4" STROKE BLOCK

LETTERS ON CONTRASTING BACKGROUND. MAX. SPACING BETWEEN SIGNS IS 100'.

: 5 MINUTES MIN. AIR EXCHANGE FAN. SEE MECH. PLANS.

BATHROOM EXHAUST FANS SHALL COMPLY WITH THE FOLLOWING:

i. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO

THE OUTSIDE OF THE BUILDING.

ii. FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION

SYSTEM MUST BE CONTROLLED BY A HUMIDITY CONTROL. (CAL GREEN 4.506.1)

: CARBON MONOXIDE ALARM

1. PROVIDE 70 INCH H. NON-ABSORBENT WALL ADJACENT TO SHOWER AND

APPROVED SHATTER - RESISTANT MATERIALS FOR SHOWER ENCLOSURE.

2. WATER CLOSETS SHALL BE OF LOW CONSUMPTION.

3. PROVIDE AN APPROVED GRAFFITI-RESISTANT FINISH FOR THE FIRST 9 FEET OF

EXTERIOR WALLS: BY DUNN EDWARDS, LARR #RR25162-T.

4. DRAFT STOP SHALL BE PROVIDED WITHIN A CONCEALED FLOOR-CEILING ASSEMBLY

FORMED OF COMBUSTIBLE CONSTRUCTION.

5. DRAFT STOP SHALL BE PROVIDED WITHIN ATTICS, OVERHANGS AND SIMILAR

CONCEALED SPACES FORMED OF COMBUSTIBLE CONSTRUCTION.

6. ALL DIMENSIONS ARE FINISH TO FINISH, U.N.O.

7. HYDRO PASSENGER ELEVATOR ±2500 LBS - GURNEY SIZE BY 'OTIS ELEVATOR'.

8. FOR WATER PROOFING SYSTEM REFER TO WATER PROOFING NOTES ON A1.0.

9. ALL KITCHENS SHALL HAVE LIGHTING AND HOOD VENTILATION. SEE ELEC. & MECH.

PLANS.

10. DRYER VENT SHALL NOT EXCEED 14'-0" LENGTH A MIN. OF 2 ELBOWS (90d).

11. VERIFY THAT WALL FRAMING WILL ALLOW FOR A 4" VENT ALSO VERIFY THIS

CONDITION AS VENT PASSES THROUGH DOUBLE TOP PLATE.

12. TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS REQUIRED BY

SECTION 303.7.

13. THIS BUILDING AND GARAGE MUST BE EQUIPPED WITH AN AUTOMATIC FIRE

EXTINGUISHING SYSTEM.

14. SOLID JOINT SHALL BE USED IN THE BATHTUB TRAP.

15. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH

NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH

SEC. 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO

PROVIDED AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE

ROOM AT A HEIGHT OF 30 IN. ABOVE THE FLOOR LEVEL. (1205.1, 1205.3)

16. THE MAXIMUM FLAME-SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR

WALLS AND CEILINGS SHALL NOT EXCEED FOLLOWING:

A. CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150, FOR MATERIALS

INSTALLED IN VERTICAL EXITS.

B. CLASS II, FLAME SPREAD 26-75, SMOKE DENSITY 300, FOR MATERIALS

INSTALLED IN HORIZONTAL EXITS.

C. CLASS III, FLAME SPREAD 76-200, SMOKE DENSITY 450, FOR MATERIALS

INSTALLED IN ANY OTHER LOCATION.

17. PROVIDE AN APPROVED STAIRWAY SIGN INDICATING FLOOR LEVEL, TERMINUS OF

THE TOP AND BOTTOM OF THE STAIR AND

THE IDENTIFICATION NUMBER OF THE STAIR. IT SHALL BE LOCATED APPX. 5 FT.

ABOVE THE FLOOR LANDING AND BE READILY VISIBLE WHEN THE STAIR DOORS ARE IN

AN OPEN OR CLOSED POSITION. (1022.9)

18. ALL WASH AND DRYERS ARE FRONT LOADED.

19. SLIP RESISTANT FLOOR FINISH PROVIDED.

NOTES:

: EGRESS WINDOW; SEE DETAIL AND NOTE ON A5.1.

5TH

FLOOR PLAN

1. UNDER KITCHEN SINKS PROVIDE REMOVABLE

CABINETS & FINISHED FLOORINGS.

2. ALL KITCHEN SHALL HAVE LIGHTINGS AND HOOD VENTILATIONS.

SEE ELEC. & MECH. PLANS.

3. KITCHEN COUNTERTOPS SHALL BE MADE OF GRANITE IN ALL UNITS.

4. ALL COUNTER TOPS USE GRANITE SLAB. (TYP.)

5. LOWER SHELVING AT 48" MAX. ARE PROVIDED.

KITCHEN AND BATHROOM NOTES:

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Page 7: KSK 3435 WILSHIRE BLVD., SUITE 2905 LOS ANGELES, CA 90010 ... · 3435 wilshire blvd., suite 2905 los angeles, ca 90010 tel1: 213) 388-5807 tel2: 213) 386-3693 fax: 213) 386-4052 19

SCHINDLER 3300

ROOF DECK 1

CLASS A

OPEN SPACE

(663 SQ.FT.)

1/4":12

MA

X S

LO

PE

1/4":12

MA

X S

LO

PE

1/4":12

MA

X S

LO

PE

1/4":12

MA

X S

LO

PE

- HVAC -

SEE MECHANICAL

PLAN

ROOF DECK 1

CLASS A

OPEN SPACE

(550 SQ.FT.)

ROOF DECK 1

CLASS A

OPEN SPACE

(550 SQ.FT.)

ROOF DECK 1

CLASS A

OPEN SPACE

(712 SQ.FT.)

PLANTER

(223 SQ.FT.)

PLANTER

(200SQ.FT.)

PLANTER

(223 SQ.FT.)

- HVAC -

SEE MECHANICAL

PLAN

- HVAC -

SEE MECHANICAL

PLAN

STAIR-1

STAIR-2

A4.0

1

A4.0

1

A4.1

1

A4.1

1

ELEV.

DNDN

1

A6.0

1

A6.0

2-HR. SHAFT

2-HR.SHAFT

2-HR.SHAFT

G6

G3

G3

EXIT TRAVEL

EGRESS TRAVEL:73'-0"

11'-5"

42" MIN.

PARAPET

11'-11" 9'-0" 22'-9" 23'-9" 21'-5" 23'-9" 13'-2" 9'-0" 15'-2"

150'-0"

5'-8"

17'-8"

20'-10"

5'-8"

49'-10"

12'-3" 31'-9" 23'-9" 21'-5" 23'-9" 22'-2" 15'-2"

150'-3"

5'-8"

17'-8"

20'-10"

44'-2"

KS

K

SHEET TITLE

2

3

1

BLDG.

DATE:

SUBMITTAL

BID DATE:

REVISIONS

PROJECT NO.:

SCALE: AS SHOWN ON PLAN

DRAWN:

SHEET NO.

4

5

PROJECT

These draw

ings and/or specifications are instructions of service

and are the property of K

SK

D

ES

IG

N IN

C. A

ll inform

ation

contained herew

ith is restricted to use on the specified site and

project. F

ederal law

prohibits the reproductive display, sale, or

other disposition of these docum

ents w

ithout the expressed

written perm

ission of K

SK

D

ES

IG

N IN

C.

3435 W

ILS

HIR

E B

LV

D., S

UIT

E 2905

LO

S A

NG

ELE

S, C

A 90010

TE

L1: 213) 388-5807 T

EL2: 213) 386-3693 F

AX

: 213) 386-4052

19

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20

2017_R-M_06

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

A2.4

ROOF PLAN

ROOF DRAIN NOTES:

1. ALL ROOF DRAINS MUST CONDUCT TO THE FACE OF THE STR. CURS, UNDER THE

SIDEWALK THROUGH A MIN. 4" C-1 PIPE VIA GRAVITY.

ROOF SPECIFICATIONS:

BUILT-UP ROOFS CLASS 'A'

FOR USE OVER PLYWOOD OR OTHER NAlLABLE DECKS.

ALL ROOF CONSTRUCTION AND COVERING SHALL BE APPLIED TO CHAPTER 15, LOS

ANGELES BUILDING CODE 1996 AMENDMENT

SUMMARY OF MATERIALS PER 100 SQ. FT. OF ROOF AREA:

1) SHEATING PAPER

(WOOD BOARD DECKS ONLY) 1-LAYER

2) BASE SHEET

(JOHN MANVILLE GLASBASE OR EQUAL) 28 LBS 1-LAYER

3) PLY SHEET

(JOHN MANVILLE GLASPLY IV OR EQUAL) 11 LBS 2-LAYER

4) CAP SHEET

MINERAL SURFACED GLASS FIBER FELT

(JOHN MANVILLE GLASKAP OR EQUAL) 12 LBS 1-LAYER

APPLY 25 LBS ASPHALT MOPPING BETWEEN EACH LAYER.

ASPHALT FOR USE AS HOT CEMENT AND MOPPING COAT FOR BUILT-UP ROOF

COVERING SHALL COMPLY WITH LOS ANGELES BUILDING CODE STANDARD. (UL

LABEL)

NOTES:

WATER PROOFING NOTES:

OVER CONCRETE DECK WATERPROOFING

A. BELOW TILE

* INSTALL 3 COATS OR 90 MILS OF FLUID APPLIED ELASTOMERIC MEMBRANE SUCH

AS PACIFIC POLYMERS' ELASTO-DECK 5500 (LARR #24028)

* BROADCAST SAND ONTO FINAL COAT OR INSTALL PROTECTION COURSE SUCH AS

MlRADRI 200V OR ROOFING CAP SHEET.

B. NO TILE:

* INSTALL PACIFIC POLYMERS' ELASTO-DECK "5000X2" (LARR #24208) AS PER

MANUFACTURER'S SPECIFICATION.

1. PROVIDE 70 INCH H. NON-ABSORBENT WALL ADJACENT TO SHOWER AND

APPROVED SHATTER - RESISTANT MATERIALS FOR SHOWER ENCLOSURE.

2. WATER CLOSETS SHALL BE OF LOW CONSUMPTION.

3. PROVIDE AN APPROVED GRAFFITI-RESISTANT FINISH FOR THE FIRST 9 FEET OF

EXTERIOR WALLS: BY DUNN EDWARDS, LARR #RR25162-T.

4. DRAFT STOP SHALL BE PROVIDED WITHIN A CONCEALED FLOOR-CEILING ASSEMBLY

FORMED OF COMBUSTIBLE CONSTRUCTION.

5. DRAFT STOP SHALL BE PROVIDED WITHIN ATTICS, OVERHANGS AND SIMILAR

CONCEALED SPACES FORMED OF COMBUSTIBLE CONSTRUCTION.

6. ALL DIMENSIONS ARE FINISH TO FINISH, U.N.O.

7. HYDRO PASSENGER ELEVATOR ±2500 LBS - GURNEY SIZE BY 'OTIS ELEVATOR'.

8. FOR WATER PROOFING SYSTEM REFER TO WATER PROOFING NOTES ON A1.0

9. ALL KITCHENS SHALL HAVE LIGHTING AND HOOD VENTILATION. SEE ELEC. & MECH.

PLANS.

10. DRYER VENT SHALL NOT EXCEED 14'-0" LENGTH A MIN. OF 2 ELBOWS (90d).

11. VERIFY THAT WALL FRAMING WILL ALLOW FOR A 4" VENT ALSO VERIFY THIS

CONDITION AS VENT PASSES THROUGH DOUBLE TOP PLATE.

12. TEMPORARY PEDESTRIAN PROTECTION SHALL BE PROVIDED AS REQUIRED BY

SECTION 303.7.

13. THIS BUILDING AND GARAGE MUST BE EQUIPPED WITH AN AUTOMATIC FIRE

EXTINGUISHING SYSTEM.

14. SOLID JOINT SHALL BE USED IN THE BATHTUB TRAP.

15. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH

NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH

SEC. 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO

PROVIDED AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE

ROOM AT A HEIGHT OF 30 IN. ABOVE THE FLOOR LEVEL. (1205.1, 1205.3)

16. THE MAXIMUM FLAME-SPREAD CLASS OF FINISH MATERIALS USED ON INTERIOR

WALLS AND CEILINGS SHALL NOT EXCEED FOLLOWING:

A. CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150, FOR MATERIALS

INSTALLED IN VERTICAL EXITS.

B. CLASS II, FLAME SPREAD 26-75, SMOKE DENSITY 300, FOR MATERIALS

INSTALLED IN HORIZONTAL EXITS.

C. CLASS III, FLAME SPREAD 76-200, SMOKE DENSITY 450, FOR

MATERIALS INSTALLED IN ANY OTHER LOCATION.

17. PROVIDE AN APPROVED STAIRWAY SIGN INDICATING FLOOR LEVEL, TERMINUS OF

THE TOP AND BOTTOM OF THE STAIR AND THE IDENTIFICATION NUMBER OF THE

STAIR. IT SHALL BE LOCATED APPX. 5 FT. ABOVE THE FLOOR LANDING AND BE

READILY VISIBLE WHEN THE STAIR DOORS ARE IN AN OPEN OR CLOSED POSITION.

(1022.9)

18. PROVIDE STAIRWAY ILLUMINATION. MIN.1 FOOT-CANDLE AT TREAD RUNS.

(1205.4)

: SOLAR ZONE AREA

TOTAL ROOF AREA : , SQ.FT.

15% OF ROOF AREA : SQ.FT.

PROVIDE SOLAR ZONE AREA : , SQ.FT.

SOLAR ZONE AREA

1. FOR RESIDENTIAL BUILDINGS, OTHER THAN ONE- AND TWO-FAMILY DWELLINGS,

COMPLY WITH THE FOLLOWING:

a. DESIGNATE ON THE ROOF PLAN SOLAR ZONE AREA(S) WITH TOTAL AREA EQUAL TO

OR GREATER THAN 15% OF THE BUILDING'S ROOF AREA.

THE SOLAR ZONE SHALL BE COMPRISED OF AREAS THAT HAVE NO DIMENSION LESS

THAN 5 FEET AND EACH AREA SHALL NOT BE LESS THAN:

i. 80 SQ FT FOR ROOF AREAS OF 10,000 SQ FT OR LESS.

ii. 160 SQ FT FOR ROOF AREAS OVER 10,000 SQ FT.

c. THE SOLAR ZONE SHALL BE FREE OF OBSTRUCTIONS AND BE SETBACK AT LEAST

TWO TIMES THE HEIGHT OF ANY OBSTRUCTION, INCLUDING BUT NOT LIMITED TO,

VENTS, CHIMNEYS, AND EQUIPMENT.

d. FOR ROOF SLOPES < 2:12, A MINIMUM 4 FOOT CENTER LINE AXIS PATHWAY SHALL

BE PROVIDED ON BOTH AXES OF THE ROOF.

e. FOR ROOF SLOPES < 2:12, A MINIMUM 4 FOOT STRAIGHT LINE PATHWAY SHALL BE

PROVIDED FROM THE ACCESS PATH TO ROOF STANDPIPES, ROOF ACCESS HATCHES,

SKYLIGHTS AND/OR VENTILATION HATCHES.

f. FOR ROOF SLOPES < 2:12, THE SOLAR ZONE SHALL ALLOW FOR A (6-FOOT) (4-FOOT)

WIDE CLEAR PERIMETER ACCESS AROUND THE EDGES OF THE ROOF.

i. PLANS SHALL INDICATE A LOCATION FOR INVERTERS AND METERING

EQUIPMENT AND A PATHWAY FOR ROUTING FROM THE SOLAR ZONE TO THE MAIN

SERVICE PANEL.

j. PLANS SHALL INDICATE A PATHWAY FOR ROUTING OF PLUMBING FROM THE SOLAR

ZONE TO THE WATER-HEATING SYSTEM. (4.211.4,ENERGY CODE §110.10. LAFD

REQUIREMENT NO.96)

SOLAR ZONE NOTES:

DAMP PROOFING MATERIAL ICC-ES-REPORT NO. 1417DECO PRODUCTS,INC.

MATERIAL MANUFACTURER

BORAL ROOFING ICC-ES-REPORT NO. 1783

DECK COATING

ROOFING MATERIAL

ICC-ES-REPORT NO. 1714CROSSFIELD PRODUCTS CORP.

ICC-ES-REPORT NO.

MATERIAL SPECIFICATIONS FOR THE ROOFING PRODUCT

18. PLANS SHALL IDENTIFY THE TYPE OF ROOFING, MANUFACTURER, PRODUCT, AND

COLOR USED. INCORPORATE THE MATERIAL SPECIFICATIONS FOR THE ROOFING

PRODUCT USED AND SHOW THAT IT MEETS THE FOLLOWING MINIMUM SRI VALUE OR

BOTH SOLAR REFLECTANCE AND THERMAL EMITTANCE VALUES:

a. FOR ROOF SLOPES < 2:12: SRI VALUE OF AT LEAST 75 OR BOTH A 3-YEAR

SOLAR REFLECTANCE OF AT LEAST 0.63 AND A THERMAL EMITTANCE OF AT LEAST

0.75.

19. A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT

INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS 110.10(b) THROUGH

110.10(c) SHALL BE PROVIDED TO THE OCCUPANT.

ROOF PLAN

AutoCAD SHX Text
N
AutoCAD SHX Text
8,794 SQ.FT. 794 SQ.FT. 15% OF ROOF AREA : 1,319 SQ.FT. 1,319 SQ.FT. 1,395 SQ.FT.395 SQ.FT.
AutoCAD SHX Text
CRRC PROD. ID
AutoCAD SHX Text
MANUFACTURER: BRAND & MODEL
AutoCAD SHX Text
PRODUCT TYPE
AutoCAD SHX Text
COLOR
AutoCAD SHX Text
SOLAR REFLECTANCE
AutoCAD SHX Text
THERMAL EMITTANCE
AutoCAD SHX Text
SRI
AutoCAD SHX Text
INITIAL
AutoCAD SHX Text
3 YEAR
AutoCAD SHX Text
INITIAL
AutoCAD SHX Text
3 YEAR
AutoCAD SHX Text
INITIAL
AutoCAD SHX Text
3 YEAR
AutoCAD SHX Text
0676-0025
AutoCAD SHX Text
GAF: RUBEROLD ENERGYCAP
AutoCAD SHX Text
MEMBRANE: BUILT-UP AND MODIFIED BITUMEN SHEET ROOFING
AutoCAD SHX Text
OFF-WHITE
AutoCAD SHX Text
0.84
AutoCAD SHX Text
0.70
AutoCAD SHX Text
0.81
AutoCAD SHX Text
0.82
AutoCAD SHX Text
104
AutoCAD SHX Text
84
Page 8: KSK 3435 WILSHIRE BLVD., SUITE 2905 LOS ANGELES, CA 90010 ... · 3435 wilshire blvd., suite 2905 los angeles, ca 90010 tel1: 213) 388-5807 tel2: 213) 386-3693 fax: 213) 386-4052 19

10'-0"

10'-0"

10'-0"

9'-0"

8'-9"

8'-9"

10'-0"

2ND F.F

3RD F.F

4TH F.F

1ST F.F

8'-9"

G.L.

10'-0"

8'-9"

3'-0"

5TH F.F

ROOF

50'-0"

53'-0"

PROPERTY LINE

11'-10"

REAR

SETBACK

15'-0"

FRONT

SETBACK

KS

K

SHEET TITLE

2

3

1

BLDG.

DATE:

SUBMITTAL

BID DATE:

REVISIONS

PROJECT NO.:

SCALE: AS SHOWN ON PLAN

DRAWN:

SHEET NO.

4

5

PROJECT

These draw

ings and/or specifications are instructions of service

and are the property of K

SK

D

ES

IG

N IN

C. A

ll inform

ation

contained herew

ith is restricted to use on the specified site and

project. F

ederal law

prohibits the reproductive display, sale, or

other disposition of these docum

ents w

ithout the expressed

written perm

ission of K

SK

D

ES

IG

N IN

C.

3435 W

ILS

HIR

E B

LV

D., S

UIT

E 2905

LO

S A

NG

ELE

S, C

A 90010

TE

L1: 213) 388-5807 T

EL2: 213) 386-3693 F

AX

: 213) 386-4052

19

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2017_R-M_06

A3.0

ELEVATION

SOUTH (SIDE ELEVATION) 01

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

Page 9: KSK 3435 WILSHIRE BLVD., SUITE 2905 LOS ANGELES, CA 90010 ... · 3435 wilshire blvd., suite 2905 los angeles, ca 90010 tel1: 213) 388-5807 tel2: 213) 386-3693 fax: 213) 386-4052 19

10'-0"

10'-0"

10'-0"

9'-0"

8'-9"

8'-9"

10'-0"

2ND F.F

3RD F.F

4TH F.F

1ST F.F

8'-9"

G.L.

10'-0"

8'-9"

3'-0"

5TH F.F

ROOF

50'-0"

53'-0"

PROPERTY LINE

5'-7"

SIDE

SETBACK

5'-7"

SIDE

SETBACK

10'-0"

10'-0"

10'-0"

9'-0"

8'-9"

8'-9"

10'-0"

2ND F.F

3RD F.F

4TH F.F

1ST F.F

8'-9"

G.L.

10'-0"

8'-9"

3'-0"

5TH F.F

ROOF

50'-0"

53'-0"

PROPERTY LINE

5'-7"

SIDE

SETBACK

5'-7"

SIDE

SETBACK

EXTERIOR OPENING CALCULATION (T705.8)

FIRE SEPARATION DISTANCE (TO PL): 12'-0"

MAX. ALLOWABLE EXTERIOR WALL OPENING PER FLOOR: 45%

1ST FLOOR

AREA OF EXTERIOR WALL: 385 SF

AREA OF OPENINGS: 200 SF

OPENING %: 52% > 45% (MOD REQ.)

*EFFECTIVE OPENING: 50 SF OR 13%

(AFTER 6' HT CMU PL WALL

AND 1'-6" DRAFT STOP)

2ND-5TH FLOOR, PER FLOOR

AREA OF EXTERIOR WALL: 385 SF

AREA OF OPENINGS: 121 SF

OPENING %: 31% < 45%

KS

K

SHEET TITLE

2

3

1

BLDG.

DATE:

SUBMITTAL

BID DATE:

REVISIONS

PROJECT NO.:

SCALE: AS SHOWN ON PLAN

DRAWN:

SHEET NO.

4

5

PROJECT

These draw

ings and/or specifications are instructions of service

and are the property of K

SK

D

ES

IG

N IN

C. A

ll inform

ation

contained herew

ith is restricted to use on the specified site and

project. F

ederal law

prohibits the reproductive display, sale, or

other disposition of these docum

ents w

ithout the expressed

written perm

ission of K

SK

D

ES

IG

N IN

C.

3435 W

ILS

HIR

E B

LV

D., S

UIT

E 2905

LO

S A

NG

ELE

S, C

A 90010

TE

L1: 213) 388-5807 T

EL2: 213) 386-3693 F

AX

: 213) 386-4052

19

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2017_R-M_06

A3.1

ELEVATION

EAST (FRONT ELEVATION) 01

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

WEST (REAR ELEVATION)02

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

Page 10: KSK 3435 WILSHIRE BLVD., SUITE 2905 LOS ANGELES, CA 90010 ... · 3435 wilshire blvd., suite 2905 los angeles, ca 90010 tel1: 213) 388-5807 tel2: 213) 386-3693 fax: 213) 386-4052 19

10'-0"

10'-0"

10'-0"

9'-0"

8'-9"

8'-9"

10'-0"

2ND F.F

3RD F.F

4TH F.F

1ST F.F

8'-9"

G.L.

10'-0"

8'-9"

3'-0"

5TH F.F

ROOF

50'-0"

53'-0"

PROPERTY LINE

11'-10"

REAR

SETBACK

15'-0"

FRONT

SETBACK

EXTERIOR OPENING CALCULATION (T705.8)

FIRE SEPARATION DISTANCE (TO PL): 5'-8"

MAX. ALLOWABLE EXTERIOR WALL OPENING PER FLOOR: 25%

1ST FLOOR

AREA OF EXTERIOR WALL: 1230 SF

AREA OF OPENINGS: 710 SF

OPENING %: 58% > 25% (MOD REQ.)

*EFFECTIVE OPENING: 177 SF OR 14%

(AFTER 6' HT CMU PL WALL

AND 1'-6" DRAFT STOP)

2ND-5TH FLOOR, PER FLOOR

AREA OF EXTERIOR WALL: 1230 SF

AREA OF OPENINGS: 300 SF

OPENING %: 24% < 25%

KS

K

SHEET TITLE

2

3

1

BLDG.

DATE:

SUBMITTAL

BID DATE:

REVISIONS

PROJECT NO.:

SCALE: AS SHOWN ON PLAN

DRAWN:

SHEET NO.

4

5

PROJECT

These draw

ings and/or specifications are instructions of service

and are the property of K

SK

D

ES

IG

N IN

C. A

ll inform

ation

contained herew

ith is restricted to use on the specified site and

project. F

ederal law

prohibits the reproductive display, sale, or

other disposition of these docum

ents w

ithout the expressed

written perm

ission of K

SK

D

ES

IG

N IN

C.

3435 W

ILS

HIR

E B

LV

D., S

UIT

E 2905

LO

S A

NG

ELE

S, C

A 90010

TE

L1: 213) 388-5807 T

EL2: 213) 386-3693 F

AX

: 213) 386-4052

19

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A3.2

ELEVATION

NORTH (SIDE ELEVATION) 01

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

Page 11: KSK 3435 WILSHIRE BLVD., SUITE 2905 LOS ANGELES, CA 90010 ... · 3435 wilshire blvd., suite 2905 los angeles, ca 90010 tel1: 213) 388-5807 tel2: 213) 386-3693 fax: 213) 386-4052 19

WINDOW SCHEDULE

DOOR SCHEDULE

WINDOW TYPE

DOOR TYPE

G1

G2

G6

G5

A

ALUM.

TEMP.GL.

ALUM.

LEVERTYPE HARDWARE

1/4"

1-3/4"

SELF CLOSING

B

3'-6"

SMOKE GUARD, ACTIVATED BY

0.01" P.M.FILM

SMOKE DETECTORS &

6'-8"

INSTALLED PER MANUFACT.

INSTRUCTIONS (LARR#25201, ESR-1136)

-

8'-0"

3'-2" 8'-0"

D1

6'-8" 1-3/8" W.D.H.C

BEDROOM, BATHROOM DOOR

A

VAR.

B

E

3-0"

1/4"

6"

G

3'-0"

5'-0"

B

NOTE:

- ONE OPENABLE WINDOW WITH AN OPENABLE AREA OF NOT LESS THAN 5.7 SQ.FT., MIN. CLEAR 24" HEIGHT AND 20" WIDTH,

AND A SILL HEIGHT NOT OVER 44" ABOVE THE FLOOR IS REQUIRED IN ALL BEDROOMS BELOW THE FOURTH STORY AND

BASEMENT. (1029)

- WHERE GLAZED OPENINGS ARE PROVIDED, AT LEAST 1 IN EVERY ROOM OR SPACE SHALL COMPLY WITH 1138A.4, 30"x48"

CLEAR SPACE, REACH RANGE 15" TO 48", REQUIRED FORCE TO OPERATE NO GREATER THAN 5 POUNDS.

NOTE:

- DOORS SHALL NOT PROJECT MORE THAN 7" INTO THE REQUIRED CORRIDOR WIDTH OR AT LANDINGS WHEN FULLY

OPENED AND NOT MORE THAN 50% IN ANY POSITION. (1008.1.6)

- DOOR HARDWARE 34" TO 44" HIGH, NO MORE THAN 5 POUNDS PRESSURE TO OPERATE.

8'-2" W.I.

AUTOMATIC GARAGE OPENER

1-3/4"

-

W/INTERCOM SYSTEM

TO EACH UNIT

W.I.

E 1-3/4" W.D.S.C.6'-8"3'-0"

MIN. STC 26 RATING

20MIN.

D2

WALK-IN CLOSET DOOR

D3

D4

D5

E

W1

W2

W3

8'-0"

ALUM.

TEMP.GL.

I

2'-10"

8'-2"

10'-0"

6'-8"

C

3'-0" 3'-0"

6'-0"

6'-8" 1-3/8"

W.D.

LOUVERED

WOOD

G 2'-8"

6'-8"4'-9" 1-3/8"

CLOSET DOOR

OVERHUNG SLIDING

H.CH

H

W.D.

6'-8" 1-3/8"

6'-8"

6'-8"

VAR.

K

1/4"

VINYL

TEMP.GL.

VINYL

1-3/4"

8'-0"

K

2'-6"

FL.

FL.

FL.

8'-0"

6'-0"

2'-0"

D 6'-0"

TEMP.GL. EGRESS WINDOW; SEE NOTE.

VINYL

G46'-8"3'-0"

SELF CLOSING

LEVERTYPE HARDWARE,

E

1-3/4" P.M.S.C. 45MIN.

6'-8"

3'-6"

L

45MIN. FIRE-RATED

G3 6'-8"E 1-3/4" P.M.S.C.

SELF CLOSING

PANIC HARDWARE,

45MIN.3'-0"

6'-8"6'-0"

SELF CLOSING

LEVERTYPE HARDWARE,

C 1-3/4"P.M.S.C. 45MIN.

3'-2"

10'-0"

VAR.

6'-0"

6'-0"

2'-0"

8'-0"

LIVING ROOM BALCONY DOOR

8'-0"

6'-4"

6'-8"

VINYL8'-0" FIXED, TEMP.GL.2'-6"C

STORAGE DOOR

LAUNDRY DOOR

6'-4" 2'-0" 6'-0" 2'-0"

10'-0"

8'-0"

2'-6"

6'-0"

VAR

D6

D7

LIVING ROOM BALCONY DOORI

1/4"

VINYL

TEMP.GL.

VINYL

1-3/4"

8'-0"10'-0"

W4VINYL8'-0" FIXED, TEMP.GL.3'-5"C

3'-0"

6'-0"

3'-0"M

M

6'-0"W.I.

1-3/4"W.I. W/ 6'-0" HT. W.I. FENCE

N

3'-8"

1'-6"

3'-0"

1'-6"D

TRASH CHUTE DOOR WITH

3'-0" SST P.M.

-90MIN.

SMOKE AND FIRE DAMPER

D10

G7

7'-10"

CLOSET DOOR

OVERHUNG SLIDING

H.CH

W.D.

KS

K

SHEET TITLE

2

3

1

BLDG.

DATE:

SUBMITTAL

BID DATE:

REVISIONS

PROJECT NO.:

SCALE: AS SHOWN ON PLAN

DRAWN:

SHEET NO.

4

5

PROJECT

These draw

ings and/or specifications are instructions of service

and are the property of K

SK

D

ES

IG

N IN

C. A

ll inform

ation

contained herew

ith is restricted to use on the specified site and

project. F

ederal law

prohibits the reproductive display, sale, or

other disposition of these docum

ents w

ithout the expressed

written perm

ission of K

SK

D

ES

IG

N IN

C.

3435 W

ILS

HIR

E B

LV

D., S

UIT

E 2905

LO

S A

NG

ELE

S, C

A 90010

TE

L1: 213) 388-5807 T

EL2: 213) 386-3693 F

AX

: 213) 386-4052

19

U

NIT

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UL

TI R

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2017_R-M_06

A5.0

DOOR & WINDOW SCHEDULE1

SCHEDULEDOOR & WINDOW

AutoCAD SHX Text
TYPE
AutoCAD SHX Text
WIN.
AutoCAD SHX Text
NO.
AutoCAD SHX Text
WIN.
AutoCAD SHX Text
THK.
AutoCAD SHX Text
H.
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SIZE
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W.
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AREA
AutoCAD SHX Text
GLAZ.
AutoCAD SHX Text
FRAME
AutoCAD SHX Text
REMARKS
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
DOOR
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DOOR
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REMARKS
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THK.
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H.
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SIZE
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W.
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MAT'L
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FRAME
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MAT'L
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DOOR
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FIRE
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RATED
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%%uLEGEND
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H.C. = HOLLOW CORE
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S.C. = SOLID CORE
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H.M. = HOLLOW METAL
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P.M. = PRESSED METAL
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TEMP. GL = TEMPERED GLASS
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ALUM. = WHITE ALUMINUM
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S.S. = STAINLESS STEEL
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W.D. = WOOD
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W.I. = WROUGHT IRON
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WROUGHT IRON
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OVERHEAD ROLL-UP
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10"HT. MIN.
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B
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D
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EGRESS WINDOW; SEE NOTE.
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MIRROR
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C
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FIXED
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NOTE: DOOR HARDWARE 34" TO 44" HIGH, NO MORE THAN 5 POUNDS PRESSURE TO OPERATE.
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NOTE: WHERE GLAZED OPENINGS ARE PROVIDED, AT LEAT 1 IN EVERY ROOM OR SPACE SHALL COMPLY WITH 1138A.4, 30X48" CLEAR SPACE, REACH RANGES 15" TO 48", REQUIRED FORCED TO OPERATE NO GREATER THAN 5 POUNDS.
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FIXED
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FIXED
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FIXED