Agenda packet — Hermosa Beach City Council, July 9, 2024 (part 4 of 19)

D
D
D
D

PLUMBING SYMBOLS/ABBREVIATIONS

TAG LEGEND

SYMBOLS

HOT WATER

COLD WATER
DRAIN
GAS

FLOOR DRAIN

HUB DRAIN

FLOOR SINK

STEAM SUPPLY

STEAM RETURN

CHILLED WATER SUPPLY

CHILLED WATER RETURN

PIPE ROUTING

HOT WATER

COLD WATER

DIRECT WASTE

INDIRECT WASTE
GAS

CHILLED WATER SUPPLY

CHILLED WATER RETURN

ABOVE FINISHED FLOOR

FLOOR DRAIN

FLOOR SINK

HUB DRAIN

DOWN FROM ABOVE

EXISTING
HW
CW
DW
IWG
CS
CR
AFF
FD
FS
HD
EX
DFA

WATER SUPPLY REQUIREMENTS

ALL WATER SUPPLIED KITCHEN EQUIPMENT SYSTEMS ARE SUBJECT TO

CONTAMINATIN AND FAILURE DUE TO MINERAL CONTENT FOUND IN MOST WATER SUPPLIES. TO MINIMIZE SERVICE PROBLEMS AND TO MEET

WARRANTY REQUIREMENTS A WATER TREATMENT (SOFTENING) SYSTEM

IS RECOMMENDED WHEN WATER QUALITY IS FOUND TO EXCEED LIMITS STATED BELOW AND IN OPERATORS MANUALS. RECOMMENDED MINIMUM

WATER QUALITY STANDARDS ARE TOTAL DISSOLVED SOLIDS (TDS) CONTENT SHOULD NOT EXCEED 30 PARTS PER MILLION: AND WATER PH SHOULD BE 7.0 OR HIGHER

GENERAL PLUMBING NOTES

PLUMBER TO PROVIDE BACKFLOW PREVENTER IN SUPPLY LINE TO

ALL EQUIPMENT NEEDED PER LOCAL CODES
1234567

PLUMBER TO SPECIFY AND LOCATE EQUIPMENT AND UTILITIES FOR

THESE LOCATIONS

ALL OUTLETS AND CONNECTIONS SHOWN RELATE TO KITCHEN
EQUIPMENT ONLY. REFER TO ARCHITECTURAL/ENGINEERING PLANS

FOR ADDITIONAL REQUIREMENTS

ALL DIMENSIONS GIVEN ARE FROM COLUMN CENTERLINES AND/OR FINISHED WALLS AND ARE IN FEET AND INCHES. ELEVATIONS GIVEN ARE FROM FINISHED FLOORS. ALL ROUGH-INS SHOWN ARE TO BE

RUN INSIDE WALLS (EXCEPT STUB-UPS) LOCATIONS INDICATE POINT

OF EXIT FROM WALLS, CEILINGS OR FLOORS
ALL FLOOR DRAINS TO SET 1/2" BELOW FINISHED FLOOR UNLESS OTHERWISE NOTED. DO NOT SLOPE FLOORS SO CLOSE TO DRAINS AS TO CREATE "PITS" OR "DIPS" IN FLOOR. MINIMUM RADIUS OF SLOPE TO BE 24" FROM CENTERLINE OF DRAIN

ALL DRAINS ARE FOR REFERENCE ONLY SEE PLUMBING DRAWINGS

FOR TYPE AND LOCATION REQUIRED

PLUMBER TO CONNECT ALL WATER LINES, GAS LINES, WASTE
LINES, ETC. TO FULLY CONNECT ALL EQUIPMENT AND RUN

CONDENSATE LINES IN SOLID MATERIAL (NO FLEX HOSES) FROM

UNITS TO DRAINS AND THESE LINES TO BE NO SMALLER THAN THE STUB-OUT OF THE FIXTURE. PLUMBER TO PROVIDE GATE VALVES

ON ALL WATER AND GAS LINES, ALL VALVES, CUT-OFFS, TRAPS,

HYDROSTATIC SHOCK ELIMINATORS PRESSURE REGULATORS AND

MATERIALS NECESSARY TO CONNECT ALL LINES, UNLESS OTHERWISE SPECIFIED IN THE ITEM SPECIFICATIONS. FAUCETS, DRAIN OUTLET

FITTINGS IN FIXTURES AND SPECIALTY ITEMS ARE TO BE FURNISHED

BY THE KITCHEN EQUIPMENT CONTRACTOR AS OUTLINED IN THE
ITEM SPECIFICATIONS. ALL WORK TO BE PERFORMED IN FULL

ACCORDANCE WITH ALL APPLICABLE CODES RELATING TO

INSTALLATION AND HOOKUP OF EQUIPMENT OMISSIONS OR ERRORS

ON THE SCHEDULE DO NOT RELIEVE THE PLUMBING CONTRACTOR

FROM COMPLETE FINAL PLUMBING RESPONSIBILITY
ITEM #/UTILITY
HCDRS
CS
CR

FLOOR SINKFS

FLOOR DRAINS AND AREA DRAINS SHOWN ARE FOR REFERENCE
ONLY. SEE ARCHITECTURAL FLOOR SLOPING PLAN FOR EXACT

LOCATION AND QUANTITY
8 MINIMUM 140 DEGREE HOT WATER FEED TO DISHMACHINE

REQUIRED
9 10 SOFT WATER CONNECTION REQUIRED TO DISHMACHINE
NOTE:

NO DRAIN PIPING SHALL LAY ON FINISHED FLOOR.

MEP CONTRACTOR TO PROVIDE UNISTRUT PIPE

SUPPORTS AND SECURE PIPING TO UNDERSIDE OF
COUNTER, COORDINATE REQUIREMENTS WITH ST. STL.

FABRICATOR. UNISTRUT TO BE SPACED EVERY 6'-0"
UNDER COUNTER AND OFFSET 2" MIN. FROM END.

NOTE:

FLOOR DRAINS AND AREA DRAINS SHOWN ARE FOR
REFERENCE ONLY. SEE ARCHITECTURAL FLOOR

SLOPING PLAN FOR EXACT LOCATION AND QUANTITY
ST. STL. UNDERSHELF

SPACE OFF
MIN. 2" FROM
END

MEP CONTRACTOR

TO PROVIDE

UNISTRUT PIPE

SUPPORT

COMPONENTS TO

SECURE PIPING TO

THE UNDERSIDE OF
THE COUNTER.

COORDINATE

REQUIREMENTS WITH
ST. STL. FABRICATOR

UNISTRUT PROVIDED BY
STAINLESS STEEL FABRICATOR.

TACK WELD UNISTRUT UNDER

COUNTER UNDERSHELF
SPACE

UNISTRUT
EVERY 6 FT
2"
2"
1"
1"
2"
1"
1"
EF
54 1'-4"
1'-0"
2'-9"
2'-5" 6'-5"2'-2"
2'-10" 1'-1"
2'-1" 11"
FS
213 IW
201 DW
203 DW
208 DW
PD1
PD1
PD1 PD1
304 DW
2'-2"
PROJECT MANAGER:PROJECT ARCHITECT:INTERIOR DESIGNER:APPROVED:CHECKED:DATE: DRAWN:

KEY PERSONS AND APPROVALS
PROJECT:

CUSTOMER:

NOTICES:THE DATA IN THIS DOCUMENT INCORPORATE PROPRIETARY RIGHTS OF LGM DESIGN GROUP INC. 1533 N DALE MABRY HWY., LUTZ FLORIDA 33548 ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS, WITHOUT WRITTEN CONSENT OF LGM DESIGN GROUP TYPE OF DRAWING:

SCALE:

DRAWING NO:1533 N. DALE MABRY HWY SUITE 101
LUTZ, FLORIDA 33549
PHONE: (813)948-9100
FAX: (813)948-6010
www.LGMDESIGN.com

DATE ISSUED FOR
987654321
As indicated
K-401
3/31/2024 9:47:33PM
PLUMBING DRAIN PLANCITY OF HERMOSA BEACH CLARK BUILDING RENO Approver Author 07/05/23
Checker

PLUMBING DRAIN SCHEDULE

ITEM NO
DIRECT WASTE SIZEDIRECT WASTE A.F.F.

DIRECT DRAIN REMARKS

INDIRECT WASTE SIZE

INDIRECT DRAIN REMARKS
201 2" 2" CONNECT TO MOP SINK DRAIN
203 1 1/2" 15" CONNECT TO HAND SINK DRAIN
208 2" 12" CONNECT TO DRAIN
213 1 1/2" PLUMB TO FLOOR SINK
1/8" = 1'-0"
2 PLUMBING DRAIN DETAIL
1/2" = 1'-0"
1 LEVEL 1 PLUMBING DRAIN PLAN
Revision
Number Revision Description
Issued
by
Revision
Date
1 Revision 1 Date 1

PLUMBING DRAIN PLAN KEY NOTES
PD1
AREA DRAINS SHOWN ARE IN FOOD SERVICE AREAS ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR FLOOR SLOPE, ACTUAL LOCATIONS AND ANY ADDITIONAL AREA DRAINS.

CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

APPROVED
This construction document MUST be at the job site during construction. It is unlawful to alter, change or deviate from this construction document without approval from the
appropriate agency or department. This approval is subject to field inspection for acceptance of the completed work or installation. The approval of this construction document SHALL NOT be held to permit or to be an approval of the violation of any provisions of the municipal code or other ordinances of the City or laws and statutes of the State. 04/18/2024 by: Guillermo Hobelman

PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS SHT. 49 OF 101

Page 408 of 2548 ends

CHCH
CHCH
HHH
H
C
CC
C
C

PLUMBING SYMBOLS/ABBREVIATIONS

TAG LEGEND

SYMBOLS

HOT WATER

COLD WATER
DRAIN
GAS

FLOOR DRAIN

HUB DRAIN

FLOOR SINK

STEAM SUPPLY

STEAM RETURN

CHILLED WATER SUPPLY

CHILLED WATER RETURN

PIPE ROUTING

HOT WATER

COLD WATER

DIRECT WASTE

INDIRECT WASTE
GAS

CHILLED WATER SUPPLY

CHILLED WATER RETURN

ABOVE FINISHED FLOOR

FLOOR DRAIN

FLOOR SINK

HUB DRAIN

DOWN FROM ABOVE

EXISTING
HW
CW
DW
IWG
CS
CR
AFF
FD
FS
HD
EX
DFA

WATER SUPPLY REQUIREMENTS

ALL WATER SUPPLIED KITCHEN EQUIPMENT SYSTEMS ARE SUBJECT TO

CONTAMINATIN AND FAILURE DUE TO MINERAL CONTENT FOUND IN MOST WATER SUPPLIES. TO MINIMIZE SERVICE PROBLEMS AND TO MEET

WARRANTY REQUIREMENTS A WATER TREATMENT (SOFTENING) SYSTEM

IS RECOMMENDED WHEN WATER QUALITY IS FOUND TO EXCEED LIMITS STATED BELOW AND IN OPERATORS MANUALS. RECOMMENDED MINIMUM

WATER QUALITY STANDARDS ARE TOTAL DISSOLVED SOLIDS (TDS) CONTENT SHOULD NOT EXCEED 30 PARTS PER MILLION: AND WATER PH SHOULD BE 7.0 OR HIGHER

GENERAL PLUMBING NOTES

PLUMBER TO PROVIDE BACKFLOW PREVENTER IN SUPPLY LINE TO

ALL EQUIPMENT NEEDED PER LOCAL CODES
1234567

PLUMBER TO SPECIFY AND LOCATE EQUIPMENT AND UTILITIES FOR

THESE LOCATIONS

ALL OUTLETS AND CONNECTIONS SHOWN RELATE TO KITCHEN
EQUIPMENT ONLY. REFER TO ARCHITECTURAL/ENGINEERING PLANS

FOR ADDITIONAL REQUIREMENTS

ALL DIMENSIONS GIVEN ARE FROM COLUMN CENTERLINES AND/OR FINISHED WALLS AND ARE IN FEET AND INCHES. ELEVATIONS GIVEN ARE FROM FINISHED FLOORS. ALL ROUGH-INS SHOWN ARE TO BE

RUN INSIDE WALLS (EXCEPT STUB-UPS) LOCATIONS INDICATE POINT

ALL DRAINS ARE FOR REFERENCE ONLY SEE PLUMBING DRAWINGS

FOR TYPE AND LOCATION REQUIRED

PLUMBER TO CONNECT ALL WATER LINES, GAS LINES, WASTE
LINES, ETC. TO FULLY CONNECT ALL EQUIPMENT AND RUN

CONDENSATE LINES IN SOLID MATERIAL (NO FLEX HOSES) FROM

UNITS TO DRAINS AND THESE LINES TO BE NO SMALLER THAN THE STUB-OUT OF THE FIXTURE. PLUMBER TO PROVIDE GATE VALVES

ON ALL WATER AND GAS LINES, ALL VALVES, CUT-OFFS, TRAPS,

HYDROSTATIC SHOCK ELIMINATORS PRESSURE REGULATORS AND

MATERIALS NECESSARY TO CONNECT ALL LINES, UNLESS OTHERWISE SPECIFIED IN THE ITEM SPECIFICATIONS. FAUCETS, DRAIN OUTLET

FITTINGS IN FIXTURES AND SPECIALTY ITEMS ARE TO BE FURNISHED

BY THE KITCHEN EQUIPMENT CONTRACTOR AS OUTLINED IN THE
ITEM SPECIFICATIONS. ALL WORK TO BE PERFORMED IN FULL

ACCORDANCE WITH ALL APPLICABLE CODES RELATING TO

INSTALLATION AND HOOKUP OF EQUIPMENT OMISSIONS OR ERRORS

ON THE SCHEDULE DO NOT RELIEVE THE PLUMBING CONTRACTOR

FROM COMPLETE FINAL PLUMBING RESPONSIBILITY
ITEM #/UTILITY
HCDRS
CS
CR

FLOOR SINKFS

FLOOR DRAINS AND AREA DRAINS SHOWN ARE FOR REFERENCE
ONLY. SEE ARCHITECTURAL FLOOR SLOPING PLAN FOR EXACT

LOCATION AND QUANTITY
8 MINIMUM 140 DEGREE HOT WATER FEED TO DISHMACHINE

REQUIRED
9 10 SOFT WATER CONNECTION REQUIRED TO DISHMACHINE
EF
54 8" 4" 1'-1" 4"
4" 1'-10" 6" 8" 8"
3'-0" 8" 8" 4" 1'-2" 8"
2'-2" 8"
201 CW
203 CW
209 CW
210 CW
209 CW
201 HW
203 HW
209 HW
210 HW
209 HW
202 CW
215 CW
215 HW
306 CW
306 HW
305 CW
305 HW
PROJECT MANAGER:PROJECT ARCHITECT:INTERIOR DESIGNER:APPROVED:CHECKED:DATE: DRAWN:

KEY PERSONS AND APPROVALS
PROJECT:

CUSTOMER:

SCALE:

DRAWING NO:1533 N. DALE MABRY HWY SUITE 101
LUTZ, FLORIDA 33549
PHONE: (813)948-9100
FAX: (813)948-6010
www.LGMDESIGN.com

DATE ISSUED FOR
987654321
As indicated
K-402
3/31/2024 9:47:34PM
PLUMBING PLAN CITY OF HERMOSA BEACH CLARK BUILDING RENO Approver Author 07/05/23
Checker

PLUMBING WATER SCHEDULE
ITEM
NO

COLD WATER SIZECOLD WATER AFFHOT WATER SIZEHOT WATER AFFCHILLED WATER SUPPLY SIZECHILLED WATER SUPPLY AFFCHILLED WATER RETURN SIZECHILLED WATER RETURN AFFGAS SIZEMBTUHGAS AFF

PLUMBING REMARKS
201 1/2" 36" 1/2" 36" CONNECT TO FAUCET
202 1/2" 60" CONNECT TO CHEMICAL DISPENSER
203 1/2" 18" 1/2" 18" CONNECT TO HAND SINK FAUCET
209 1/2" 12" 1/2" 12" CONNECT TO FAUCET
210 1/2" 12" 1/2" 12" CONNECT TO FAUCET
215 1/2" 72" 1/2" 72" CONNECT TO CHEMICAL DISPENSER
305 1/2" 18" 1/2" 18" CONNECT TO FAUCET
306 1/2" 0" 1/2" 0" CONNECT TO FAUCET
1/2" = 1'-0"
1 LEVEL 1 PLUMBING PLAN
Revision
Number Revision Description
Issued
by
Revision
Date

CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS SHT. 50 OF 101

Page 409 of 2548 ends

WALL BACKING GENERAL NOTES

THE GENERAL CONTRACTOR SHALL PROVIDE WOOD BACKING

OF SUFFICIENT SIZE TO ANCHOR ALL TOILET PARTITIONS
LAVATORIES, TABLE TOPS, DECOR FIXTURES, ETC.

CONTRACTOR TO USE THIS DRAWING IN CONJUNCTION WITH

KITCHEN EQUIPMENT CONTRACTOR DRAWINGS TO DETERMINE

EXACT BACKING LOCATIONS AND DIMENSIONS
14 GA. GALVANIZED SHEET METAL WALL BACKING

SOLID STRUCTURAL FIRE RATED WOOD SUPPORT
BLOCKING 2" X ___
12 BUILDING WALL BACKING LEGEND
3 WALL BACKING FROM 60" TO 96" A.F.F. FOR DISCONNECTS

CEILING
METAL
STUDS
FLOOR

AS REQUIRED AS REQUIRED
14 GA.

GALVANIZED

SHEET METAL
EF
54 211 215 212
203
201 214
310
311
311
309
6'-10" 3'-6"
2'-0" 6'-0"
F1
2'-6"
7'-3"
F1
2'-0"
14'-2"
2'-1"1'-0"1'-6"
5'-8"
3'-0"
3'-3" 1'-0" 1'-0" 9" 2'-9"
BC2
BC1
BUILDING FLOOR CONDITION NOTES 12

ALL DIMENSIONS SHOWN ON THIS PLAN ARE INTENDED TO BE

TAKEN FROM FINISHED SURFACES INCLUDING FURRING, WALL
FACES, AND BASES. CONTRACTOR SHALL MAKE ALLOWANCE WHEN

FORMING UP BASES SUCH THAT WHEN FINISH MATERIAL IS APPLIED

TO VERTICAL AND HORIZONTAL SURFACES, THE FINAL DIMENSIONS

CONFORM TO THIS PLAN

PROVIDE SMOOTH AND LEVEL FLOOR FOR ENTIRE AREA OF COLD

STORAGE ROOMS AND SPACE BELOW EXHAUST HOODS
PROJECT MANAGER:PROJECT ARCHITECT:INTERIOR DESIGNER:APPROVED:CHECKED:DATE: DRAWN:

KEY PERSONS AND APPROVALS
PROJECT:

CUSTOMER:

SCALE:

DRAWING NO:1533 N. DALE MABRY HWY SUITE 101
LUTZ, FLORIDA 33549
PHONE: (813)948-9100
FAX: (813)948-6010
www.LGMDESIGN.com

DATE ISSUED FOR
987654321
As indicated
K-501
3/31/2024 9:47:34PM

BUILDING FLOOR
CONDITIONS PLANCITY OF HERMOSA BEACH CLARK BUILDING RENO Approver Author 07/05/23
Checker

WALL BACKING SCHEDULE
ITEM

NO WALL BACKING DESCRIPTION
201 WALL BACKING FROM 6" TO 72" FOR CABINET
202 WALL BACKING FROM 44" TO 84" FOR CHEMICAL DISPENSER 203 WALL BACKING FROM 12" TO 60" FOR HAND SINK
211 WALL BACKING FROM 44" TO 72" FOR OVERSHELVES
212 WALL BACKING FROM 44" TO 72" FOR OVERSHELVES
214 WALL BACKING FROM 44" TO 72" FOR OVERSHELVES
215 WALL BACKING FROM 48" TO 84" FOR CHEMICAL DISPENSER 309 WALL BACKING FROM 36" TO 90" FOR HOOD
310 WALL BACKING FROM 80" TO 108" FOR ANSUL CABINET
311 WALL BACKING FROM 60" TO 84" FOR WALL SHELVES
NTS
2 WALL BACKING DETAIL
Revision
Number Revision Description
Issued
by
Revision
Date
1 Revision 1 Date 1
1/2" = 1'-0"
1 LEVEL 1 BUILDING CONDITIONS PLAN

BUILDING FLOOR PLAN KEY NOTES
F1 PROVIDE A SMOOTH AND LEVEL AREA.

BUILDING WALL PLAN KEY NOTES
BC1
NON-COMBUSTIBLE WALL.PROVIDE NON-COMBUSTIBLE WALL CONSTRUCTION AT THIS AREA (AREA OF TYPE I EXHAUST HOODS).

BC2

STRUCTURAL CONTRACTOR TO PROVIDE SHOP DRAWING FOR STRUCTURAL SUPPORT & CROSS-BRACING. (HOOD).

CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS SHT. 51 OF 101

Page 410 of 2548 ends

212 212 210 215 209 211 211
208
207
206
214 214
209 213
216
216
201
OPEN
SHELF
OPEN
SHELF
OPEN
SHELF
OPEN
SHELF
OPEN
SHELF
5 K-601
310
311 311
206 304
308 309
307
311
7 K-601
305 306
307
313 312
8'-0"
OPEN
SHELF
6 K-601
ALL 18 GA. S/S

CABINET

CONSTRUCTION
14 GA.

S/S TOP

TWIST HANDLE

DRAIN W/

OVERFLOW

ASSEMBLY
18 GA.

S/S SHELF
2"6"
14 GA. S/S

CHANNELS
1'-6"
2'-6"
6" 1'-6" 6"
1'-2"2'-0"3'-0"
1'-0"
2'-10"
1 5/8"
∅ S/S LEGS W/

COMPONENT HARDWARE
A10-0852 S/S ADJ. BULLET

FEET OR APPROVED
EQUAL
1 5/8"
∅ S/S

CROSSBRACING

NOTCHED & WELDED

TO LEGS

COMPONENT

HARDWARE
# A18-0206 S/SGUSSETS

OR APPROVED EQUAL
16 GA. S/S

UNDERSHELF
10"
2" 2"
2"

STONE COUNTERTOP

BY MILLWORK
CONTRACTOR.

MARINE GRADE

PLYWOOD

SUB-TOP BY KEC
12"
18 GA. S/S BACK
2" 1"
18 GA. S/S SHELF
1'-6"
14 GA.

GALV.

CHANNELS
14 GA STAINLESS STEEL
COUNTER TOP.

SOLID WOOD
DOOR W/ 18 GA.

S/S
BACKING.
6"
1"
11" 1'-2" 4"
2'-6"
3'-0"
PROJECT MANAGER:PROJECT ARCHITECT:INTERIOR DESIGNER:APPROVED:CHECKED:DATE: DRAWN:

KEY PERSONS AND APPROVALS
PROJECT:

CUSTOMER:

SCALE:

DRAWING NO:1533 N. DALE MABRY HWY SUITE 101
LUTZ, FLORIDA 33549
PHONE: (813)948-9100
FAX: (813)948-6010
www.LGMDESIGN.com

DATE ISSUED FOR
987654321
As indicated
K-601
3/31/2024 9:47:35PM
ELEVATIONS AND SECTIONS CITY OF HERMOSA BEACH CLARK BUILDING RENO ApproverAuthor 07/05/23Checker Revision Number Revision Description Issued by Revision Date 1 Revision 1 Date 1 3/4" = 1'-0"
1 ELEVATION - 3-COMPARTMENT SINK
3/4" = 1'-0"
2 ELEVATION - PREP TABLE
3/4" = 1'-0"
3 ELEVATION - COOKLINE
3/4" = 1'-0"
4 ELEVATION - WORKTABLE
1" = 1'-0"
5 SECTION - PREP COUNTER
1" = 1'-0"
6 SECTION - WORKTABLE
1" = 1'-0"
7 SECTION - COOKLINE COUNTER

CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS SHT. 52 OF 101

Page 411 of 2548 ends

VARIES

SECURED WITH SILICONE

WALL FLASHING PANELS
20 GA. STAINLESS STEEL

OR EQUAL SPACING ON
WALL
TYPICALLY 48"

KINK STRIP TRIM
18 GA. STAINLESS STEEL

WALL FLASHING
20 GA. STAINLESS STEEL

SILICONE BED

SHEET METAL SCREW

STAINLESS STEEL

BOTTOM OF HOOD

COVE BASE
18" OF FLASHING TO EXTEND

BEYOND HOOD ON ALL SIDES

FULL SCALE

SECTION DETAIL
2"
1/4"
OUTSIDE CORNER GUARD 87.00
2"
2"
10° - 15° KINK
18 GA. S/S

CONSTRUCTION
NOTE:
5'-6" HEIGHT
PROJECT MANAGER:PROJECT ARCHITECT:INTERIOR DESIGNER:APPROVED:CHECKED:DATE: DRAWN:

KEY PERSONS AND APPROVALS
PROJECT:

CUSTOMER:

SCALE:

DRAWING NO:1533 N. DALE MABRY HWY SUITE 101
LUTZ, FLORIDA 33549
PHONE: (813)948-9100
FAX: (813)948-6010
www.LGMDESIGN.com

DATE ISSUED FOR
987654321
NTS
K-701
3/31/2024 9:47:35PM
GENERAL DETAILSCITY OF HERMOSA BEACH CLARK BUILDING RENO Approver Author 07/05/23
Checker
NTS
4 WALL FLASHING DETAIL
NTS
3 CORNER GUARD DETAIL
Revision
Number Revision Description
Issued
by
Revision
Date
1 Revision 1 Date 1

CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE
FOR ALL INSPECTIONS SHT. 53 OF 101

Page 412 of 2548 ends

1. DETAILS OF CONSTRUCTION NOT SHOWN SHALL BE OF SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. REFER TO THE TYPICAL DETAIL SHEETS FOR TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS APPLY TO ALL CONSTRUCTION UNLESS SPECIFICALLY NOTED OR SHOWN OTHERWISE.

WHERE CONDITIONS REQUIRE MODIFICATIONS OF A TYPICAL DETAIL, THE CONTRACTOR SHALL SUBMIT MODIFIED DETAIL FOR APPROVAL BY THE ENGINEER OF RECORD PRIOR TO FABRICATION AND INSTALLATION. DETAILS OF CONSTRUCTION NOT SHOWN SHALL BE OF SAME NATURE AS THOSE SHOWN FOR SIMILAR CONSTRUCTION.

2. CONTRACTOR SHALL CONSIDER THE PROJECT SPECIFICATIONS A PART OF THE CONTRACT DOCUMENTS. WHERE INFORMATION IS CONFLICTING, SPECIFIC DETAILS SHALL GOVERN OVER TYPICAL DETAILS WHICH SHALL GOVERN OVER THESE NOTES WHICH SHALL GOVERN OVER SPECIFICATIONS.

3. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST ARCHITECTURAL DIMENSIONS. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ARCHITECT (ARCH) OR STRUCTURAL ENGINEER OF RECORD (SEOR). ALL DIMENSIONS RELATED TO EXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. DIMENSIONS ARE TO THE FACE OF STUDS, AND TO CENTERLINE OF COLUMNS UNO.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE SEOR OF ANY CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS AND OTHER DRAWINGS; OR EXISTING CONDITIONS NOT SHOWN OR DIFFERENT FROM THOSE SHOWN ON DRAWINGS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE BUILDING THAT IS IN CONFLICT UNTIL THE CONFLICT IS RESOLVED WITH THE AFFECTED PARTIES.

5. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SHOWN THEY DO NOT INDICATE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE CONSTRUCTION AND ALL ADJACENT PROPERTIES DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT

ARE NOT LIMITED TO BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR SEOR SHALL NOT INCLUDE OBSERVATION OF THE ABOVE ITEMS.

6. SUBSTITUTION REQUESTS FOR MATERIALS SPECIFIED ON THE STRUCTURAL DRAWINGS MAY BE CONSIDERED WITH MATERIALS HAVING EQUIVALENT OR GREATER CAPACITY AND PERFORMANCE. CURRENT EVALUATION REPORTS

AND PRODUCT INFORMATION SHALL BE PROVIDED TO THE STRUCTURAL ENGINEER DEMONSTRATING THE REQUIRED CAPACITY AND PERFORMANCE OF THE MATERIAL TO BE SUBSTITUTED. WRITTEN APPROVAL FROM THE SEOR SHALL BE OBTAINED PRIOR TO THE SUBSTITUTION OF ANY MATERIAL SPECIFIED ON THE STRUCTURAL DOCUMENTS.

7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA, LATEST EDITION, AND ALL OSHA REQUIREMENTS AS THEY APPLY TO THIS PROJECT. THE ARCHITECT, SEOR, AND THE OWNER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS.

8. ALL WORK IS NEW (N) UNLESS INDICATED AS EXISTING (E).9. CONSTRUCTION MATERIALS SHALL BE DISTRIBUTED WHEN PLACED ON THE STRUCTURE SUCH THAT LOADS DO NOT EXCEED DESIGN LIVE LOADS OR RESULT IN AN UNBALANCED CONDITION.

10. GENERAL NOTES:

REFER TO THE PROJECT SPECIFICATIONS FOR SHOP DRAWING REQUIREMENTS AND SUBMITTALS.

1. CODES:

ALL WORK SHALL BE IN CONFORMANCE WITH THE CALIFORNIA
BUILDING CODE (CBC) 2022 EDITION, INCLUDING ALL AMENDMENTS.

ALL STANDARDS USED SHALL BE THE LATEST VERSION APPROVED BY THE CODE ENFORCEMENT AGENCY ON THE DATE OF THE PERMIT ISSUANCE UNLESS SPECIFICALLY NOTED OTHERWISE.

2. DESIGN LIVE LOAD

3. WIND DESIGN INFORMATION4. SEISMIC DESIGN INFORMATION STRUCTURAL DESIGN CRITERIA:

RISK CATEGORY = II Kz = 0.9 Kd =0.85 Kzt = 1.0BASIC WIND SPEED V = 94 MPH (3 SEC GUST) EXPOSURE = CINTERNAL PRESSURE COEFF. = +/- 0.18I = 1.0 RISK CATEGORY = II SITE CLASS = DSS = 1.924 S1 = 0.687 SDS = 1.531 SD1 = 0.779SEISMIC DESIGN CATEGORY = D ANALYSIS PROCEDURE = EQUIV. LATERAL FORCE PROCEDURE OR
LINEAR DYNAMIC PROCEDURE (RESPONSE SPECTRUM)INTERIOR NON-STRUCTURAL WALLSap = 1.0 Rp = 2.5 Ω = 2.5HORIZONTAL IRREGULARITIES = N/AVERTICAL IRREGULARITIES = N/A LOAD

ROOFFLOOR
20 PSF100 PSF

A/C UNIT
ap = 2.5 Rp = 3.0 Ω = 1.5

1. FIELD VERIFY ALL CONDITIONS & DIMENSIONS PRIOR TO SHOP DRAWING PRODUCTION AND FABRICATION OF STRUCTURAL ELEMENTS.

2. WHERE ALL OTHER EXISTING CONDITIONS VARY SIGNIFICANTLY FROM THOSE SHOWN ON THESE DRAWINGS, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED PRIOR TO CONTINUED CONSTRUCTION RELATED TO SUBJECT CONDITIONS.

3. SHORE ALL EXISTING CONSTRUCTION AS REQUIRED.4. ALL EXISTING (E) CONNECTIONS AT ELEMENTS TO BE REPLACED SHALL BE REPLACED OR RE-ATTACHED TO MATCH EXISTING CONDITIONS.

5. VERIFY LOCATION OF EXISTING (E) REBAR BEFORE FABRICATION USING NONDESTRUCTIVE TESTING.6. SPECIAL INSPECTION IS REQUIRED FOR ALL WORK.7. SEE "AS BUILT" DRAWINGS FOR EXISTING BUILDING DESIGN FOR ITEMS NOT SHOWN OR NOTED.

8. ALL EXISTING (E) WOOD ELEMENTS TO REMAIN SHALL BE FIELD INSPECTED DURING CONSTRUCTION AND TREATED FOR DRYROT REMOVAL / CONTROL. WHERE EXISTING GLB'S TO REMAIN ARE FOUND TO HAVE EXTENSIVE DRYROT DEEPER THAN THE TOP TWO LAMINATIONS (3"), THE STRUCTURAL ENGINEER SHALL BE NOTIFIED PRIOR TO CONTINUED CONSTRUCTION RELATED TO SUBJECT GLB'S.

9. CORE DRILLS REQUIRED SHALL NOT CUT ANY REINFORCING. THE CONTRACTOR IS TO COORDINATE WORK OF ALL TRADES TO ENSURE COMPLIANCE. ALL CORE DRILLS ARE TO BE PRESENTED TO THE IOR FOR VERIFICATION. THE IOR IS TO DOCUMENT CORES EXAMINED INDICATING AN ABSENCE OF REINFORCING.

EXISTING CONDITIONS NOTES:

1. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. THE LOCATION OF ANY EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER SHOULD ANY SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.

EXISTING UNDERGROUND UTILITY NOTES:

TYPICAL ABBREVIATIONS
A.B. ANCHOR BOLT

INT INTERIOR

ABV ABOVEADDT'L ADDITIONAL

KLF KIPS PER LINEAR FOOT

ADJ ADJACENT

KSL KIPS PER SQUARE FOOT
A.F.F. ABOVE FINISH FLOOR

KSI KIPS PER SQUARE INCH

ALT ALTERNATE

L ANGLE

ARCH ARCHITECT(URAL) LFRS LATERAL FORCE

BLDG BUILDING

RESISTING SYSTEM

BLK'G BLOCKING

LLH LONG LEG HORIZONTAL

BLW BELOW

LLV LONG LEG VERTICAL

BM BEAM LP LOW POINT
BN BOUNDARY NAILING LWC LIGHTWEIGHT CONCRETEB.O. BOTTOM OF MAX MAXIMUMBOT BOTTOM M.B. MACHINE BOLTBRG BEARING MECH MECHANICAL B.S. BOTH SIDES MFR MANUFACTURER

BTWN BETWEEN MIN MINIMUMC CAMBER OR MTL METAL
C.I.P. CAST IN PLACE
(N) NEW

CJ CONTROL/ NS NEAR SIDE OR NON-SHRINK CONSTRUCTION JOINT NTS NOT TO SCALE

CL CENTERLINE NWC NORMAL WEIGHT CONCRETECLR CLEAR
CMU CONCRETE MASONRY UNIT O.C. ON CENTER
COL COLUMN O.F. OUTSIDE FACE

CONC CONCRETE OH OPPOSITE HAND
OPM

CONN CONNECTION OSHPD PRE APPROVAL OF

PDF POWDER DRIVEN FASTENER

CONT CONTINUOUS

PJ PANEL JOIST

CP COMPLETE PENETRATION

PL PLATE

CSK COUNTERSINK

PLC(S) PLACE(S)

CTR(D) CENTER(ED)

PLF POUND PER LINEAR FOOT

DB BAR OR BOLT DIAMETER

PLYWD PLYWOOD

DBL DOUBLE

PREFAB PREFABRICATED

DC DEMAND CRITICAL

PSF POUND PER SQUARE FOOT

DEMO DEMOLITION

PSI POUND PER SQUARE INCH

DET DETAIL

PT PRESSURE TREATED OR

DIA DIAMETER

POST TENSION

DIAG DIAGONAL

QTY QUNATITY

DIM DIMENSION

RAD, R RADIUS

DO DITTO

REF REFERENCE

DWG DRAWING

REINF REINFORCING
(E) EXISITNG

REQ'D REQUIRED

EA EACH

SB SILL BOLT
E.F. EACH FACE

SC SAW CUT OR SLIP CRITICAL

EJ EXPANSION JOIST

SCHED SCHEDULE

EMBED EMBEDMENT

SEOR STRUCTURAL ENGINEER

ELEC ELECTRICAL

ON RECORD

ELEV ELEVATION

SHT'G SHEATHING

EN EDGE NAILING

SIM SIMILAR
E.O. EDGE OF

SLRS SEISMIC LOAD

EOR ENGINEER OF RECORD

RESISTING SYSTEM

EQ EQUAL

SMS SHEET METAL SCREW

EQUIP EQUIPMENT

SN SILL NAIL
E.S. EACH SIDE/ EDGE SCREW
S.O.G. SLAB ON GRADE
E.W. EACH WAY

SQ SQUARE

EXP EXPANSION

SS STAINLESS STEEL

EXT EXTERIOR

STD STANDARD

FIN FINISH
STAGG. STAGGERED

FLR FLOOR

SITFF STIFFENER

FN FIELD NAILING

STL STEEL

FND FOUNDATION

STRUCT STRUCTURAL
F.O. FACE OF

T&B TOP AND BOTTOM

FS FAR SIDE OR FIELD SCREW

THK THICK

FRM'G FRAMING
T.O. TOP OF

FT FOOT OR FEET
T.O.M. TOP OF MASONRY

FTG FOOTING
T.O.S. TOP OF STEEL

G GIRDER

TYP TYPICAL

GA GAUGE
U.N.O. UNLESS NOTED OTHERWISE

GALV GALVANIZED

VERT VERTICAL
H.A.B. HEADED ANCHOR BOLT

W/ WITH

HD HOLDOWN

W/O WITHOUT

HDR HEADER

WF WIDE FLANGE/WALL FOOTING

HGR HANGER

WLD WELDED

HK HOOK

WO WHERE OCCURS

HORIZ HORIZONTAL

WP WORK POINT

HP HIGH POINT

WT WEIGHT

HS HIGH STRENGTH

WWF WELDED WIRE FABRIC

HSS HOLLOW STRUCTURAL SECTION

REFERENCE ELEVATION OR

HT HEIGHT

WORK POINT

IN INCH

PENE PENETRATIONOPN'G OPENING
MANUFACTURER’S CERTIFICATION
A.T.R. ALL THREADED ROD

LBS POUND

WWM WELDED WIRE MESH

GB GRADE BEAM
LONG. LONGITUDINALSF SPREAD FOOTINGTRANS. TRANSVERSELLBB LONG LEG BACK TO BACK

JST JOIST
PERF PERFORATEDNOM. NOMINALR.O. ROUGH OPENINGOD OUTSIDE DIAMETERRJ ROOF JOIST

FJ FLOOR JOIST

C-CHANNEL

DIST DISTANCE
W.S. WELDED STUD

FN HT FINISH HEIGHT
⌀ DIAMETER

FINISH SURFACE

SHEET LIST
SCOPE OF WORK:
(E)BRICK BLDG INTERIOR RENOVATIONINCLUDING EXTERIOR FLOOR MOUNTED UNIT PAD.

FOUNDATION NOTES (NO SOILS REPORT):1. NO SOILS REPORT AVAILABLE; THEREFORE, MINIMUM PRESUMPTIVE LOADBEARING VALUES FOR CLASS OF MATERIALS 5 (CLAY, SANY CLAY, SILTY CLAY, CLAYEY SILT, SILT AND SANDY SILT) ARE USED PER 2022 CBC. 2. ALLOWABLE VERTICAL BEARING PRESSURE = 1500 PSF ALLOWABLE LATERAL BEARING PRESSURE = 100 PSF PER FT OF DEPTH

3. THE CONTRACTOR SHALL CONFORM TO ALL RECOMMENDATIONS AND CONDITIONS INDICATED IN THE 2022 CBC. 4. WHERE THE BUILDING OFFICIAL HAS REASON TO DOUBT THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY OF THE SOIL OR WHERE A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE BULIDNG OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A GEOTECHNICAL INVESTIGATION BE CONDUCTED.

5. PRESUMPTIVE LOAD-BEARING VALUES SHALL APPLY TO MATERIALS WITH SIMILAR PHYSICAL CHARACTERISTICS AND DISPOSITIONS. MUD, ORGANIC SILT, ORGANIC CLAYS, PEAT OR UNPREPARED FILL SHALL NOT BE ASSUMED TO HAVE A PRESUMPTIVE LOAD-BEARING CAPACITY UNLESS DATA TO SUBSTANIATE THE USE OF SUCH A VALUE ARE SUBMITTED. - EXCEPTION: A PRESUMPTIVE LOAD-BEARING CAPACITY SHALL BE PERMITTED TO BE USED WHERE THE BUILDING OFFICIAL DEEMS THE LOAD-BEARING CAPACITY OF MUD, ORGANIC SILT OR UNPREPARED FILL IS

ADEQUATE FOR THE SUPPORT OF LIGHTWEIGHT OR TEMPORARY
STRUCTURES.

6. THE BOTTOM OF FOUNDATION SHALL BE CLEARED AND COMPACTED TO 90 PERCENT OF THE MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED IN ACCORDANCE WITH ASTM D1557.

7. SPREAD FOOTINGS ARE CENTERED UNDER WALLS AND COLUMNS, UNO.8. FOOTING ELEVATIONS ARE NOTED ON THE PLANS AND DETAILS AND SHALL BE USED FOR BIDDING. IN ANY CASE, FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL OR ENGINEERED FILL, IN ACCORDANCE WITH THE 2022 CBC AND DETAILS SHOWN.

9. CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC. ENCOUNTERED DURING EXCAVATION AND BACKFILLING.

10. ALL EXCAVATION SHALL COMPLY WITH APPLICABLE OSHA REQUIREMENTS.11. PRIOR TO REINFORCEMET FOR FOUNDATIONS BEING PLACED, THE CONTRACTOR SHALL SUBMIT A REPORT INDICATES THE ITEMS 5, 6, 7, 8, 9 AND 10 ARE VERIFIED.THE REPORT SHALL ALSO STATE THAT:

A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS.

B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE APPROVED CONSTRUCTION DOCUMENTS.

1. REINFORCING GRADES FOR CONCRETE OR MASONRY:

2. MAINTAIN MINIMUM CONCRETE COVER FROM FACE OF CONCRETE TO EDGE OF ALL REINFORCEMENT AS FOLLOWS (U.N.O.):
(SEE PLAN/ SECTION FOR CONCRETE W/ FIRE RATING.)
PROVIDE THE LARGEST COVER REQUIRED FOR ALL APPLICABLE CONDITIONS. WHERE #3 STIRRUPS OR TIES ARE USED, ENSURE THAT THE COVER FOR LONGITUDINAL BARS IS ADEQUATE.

3. REINFORCEMENT SHALL BE PLACED IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE". EACH REINFORCING BAR SHALL BE WIRED TO A CROSS BAR AT A MAXIMUM SPACING OF 24" O.C. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING IN POSITIONS SHOWN ON THE PLANS.

4. SPLICES IN CONTINUOUS REINFORCEMENT AS USED IN WALLS, FOOTINGS, SLABS, ETC., SHALL HAVE A CLASS "B" LAP (1' - 6" MIN) AND THE SPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 5' - 0" APART. VERTICAL WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. BARS MAY BE WIRED TOGETHER AT SPLICES OR LAPS EXCEPT FOR TOP REINFORCING OF BEAMS AND SLABS OR WHERE SPECIFICALLY DETAILED TO BE SEPARATED. WELDED WIRE FABRIC SHALL BE LAPPED 12" MINIMUM.

5. ALL DOWELS, ANCHOR BOLTS AND OTHER HARDWARE TO BE SET IN CONCRETE SHALL BE TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. NO WET SETTING, STABBING, RODDING OR OTHER MOVEMENT OF EMBEDDED ITEMS SHALL BE PERFORMED DURING PLACEMENT OF CONCRETE.

6. BEND REINFORCING BARS COLD.7. STEEL SHALL BE KEPT CLEAN AND FREE OF RUST.8. DOWELS BETWEEN FOOTING AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE AND SPACING AS THE MAIN REINFORCING U.N.O.

9. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN PLACE INSPECTION IS MADE.

10. CHAIRS OR SPACERS FOR REINFORCING SHALL BE NON-FERROUS OR PLASTIC COATED WHEN RESTING ON EXPOSED SURFACES.

REINFORCING STEEL NOTES:

ALL BARS EXCEPT THOSE TO BE WELDED

TIES AND STIRRUPSWELDED WIRE FABRIC

ALL BARS TO BE WELDEDALL BARS IN THE CONCRETE SHEARWALL

INDICATED ON WALL ELEVATION INCLUDINGSUPPORTING WALL FOOTING LONGITUDINALBARS (WF), AND ALL GRADE BEAMS (GB) ASTM A615, GRADE 60ASTM A615, GRADE 60ASTM A1064ASTM A706, GRADE 60A706, GRADE 60

CONDITIONCONCRETE POURED AGAINST EARTH

CONCRETE POURED IN FORMS ANDEXPOSED TO WEATHER OR EARTH -#6 BARS AND LARGER-#5 BARS AND SMALLER

INTERIOR COLUMNS AND BEAMS

INTERIOR WALL FACES AND RAISED SLABS

STRUCTURAL SLABS ON GRADE
-FROM BOTTOM OF SLAB-FROM TOP OF SLAB
OTHER CONCRETE NOT EXPOSED TO WEATHER OREARTH FOR #11 BARS AND SMALLER COVER
3"2"
1 1/2"
1"1"2"
1 1/2"1 1/2"

1. CONCRETE SHALL BE MIXED, PLACED AND CURED IN ACCORDANCE WITH ACI 318, 2019 EDITION, AND PROJECT SPECIFICATIONS.

2. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES, HOPPERS AND VERTICAL CHUTES OR TRUNKS SHALL BE USED. CHUTES OR TRUNKS SHALL BE OF VARIABLE LENGTHS SO THAT FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED SIX FEET. A SUFFICIENT NUMBER OF CHUTES OR TRUNKS SHALL BE USED TO ENSURE THE CONCRETE IS KEPT LEVEL AT ALL TIMES.

3. CONSTRUCTION JOINTS SHALL BE CLEANED AND ROUGHENED BY REMOVING THE ENTIRE SURFACE TO EXPOSE CLEAN AGGREGATE SOLIDLY EMBEDDED IN THE MORTAR MATRIX. SLUSH WITH A COAT OF NEAT CEMENT BEFORE PLACING CONCRETE. SEE PLANS AND DETAILS FOR LOCATION AND TYPE OF CONSTRUCTION JOINT. LOCATIONS OF ADDITIONAL CONSTRUCTION JOINTS NOT SHOWN ON THESE PLANS SHALL BE SUBMITTED FOR APPROVAL BY THE EOR PRIOR TO PLACING ANY CONCRETE.

4. STRUCTURAL CONCRETE SHALL MEET THE FOLLOWING DESIGN CRITERIA:
a. MAXIMUM DRY WEIGHT OF LIGHTWEIGHT CONCRETE SHALL BE 110 PCF .b. SLUMP MEASURED PRIOR TO SUPERPLASTICIZER, WHERE OCCURS.

5. CONCRETE MIX DESIGN AND TESTING SHALL MEET THE REQUIREMENTS OF THE BUILDING CODE, AND SPECIFICATIONS. ALL CONCRETE MIXES SHALL BE DESIGNED BY A RECOGNIZED TESTING LAB STAMPED AND SEALED BY A LICENSED CALIFORNIA CIVIL ENGINEER AND SUBMITTED TO THE SEOR FOR REVIEW PRIOR TO CONCRETE PLACEMENT. STRUCTURAL CONCRETE MIXES SHALL CONSIST OF 5 SACK MINIMUM U.N.O.

6. AGGREGATES IN NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33 (HARDROCK). AGGREGATES IN LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C-330.

7. COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND THE SEOR.

8. PORTLAND CEMENT SHALL BE AS NOTED ABOVE FOR ALL CONCRETE CONFORMING TO ASTM C150, LOW ALKALI. MILL TESTS WITH CERTIFICATES OF COMPLIANCE SHALL BE SUBMITTED.

9. FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 CLASS N OR F MAY BE USED AS A PARTIAL SUBSTITUTION FOR PORTLAND CEMENT UP TO A MAXIMUM OF 15% TOTAL CEMENTITIOUS MATERIALS BY WEIGHT IF THE MIX DESIGN IS PROPORTIONED PER ACI 318, SECTION 26.4.3.

10. CONCRETE MIXING OPERATIONS, ETC. SHALL CONFORM TO ASTM C94.11. LEAN CONCRETE, WHERE SPECIFICALLY INDICATED, SHALL CONTAIN 2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE.

12. DRYPACK OR NONSHRINK GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2 TIMES THE SUPPORTING CONCRETE STRENGTH, AND SHALL BE OF FIVE STAR GROUT, SIKA GROUT 212, OR APPROVED EQUAL WITH VALID CODE REPORT (LARR,ICC,ESR,IAPMO ER).

FOR THICK GROUT LAYERS FOLLOW MANUFACTURER'S GUIDELINES TO

ATTAIN THE REQUIRED STRENGTH, WHICH MAY INCLUDE THE ADDITION OF PEA GRAVEL.

13. DO NOT USE ANY CONCRETE OR GROUT CONTAINING CHLORIDES. WATER USED IN MIX SHALL BE CLEAN AND POTABLE.

14. 15. FOR INTERIOR SLABS-ON-GRADE AND ALL OTHER SLABS RECEIVING ADHERED FLOORING FINISHES (I.E., GLUED, ETC.), THE MAXIMUM W/C RATIO SHALL NOT EXCEED 0.45. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECIEVE FINISHES SHALL BE COMPATIBLE WITH TILE AND ADHESIVES OR GROUTS IN

ACCORDANCE WITH MANUFACTURER'S DATA AND BE APPROVED BEFORE USE.

16. MAINTAIN CONCRETE ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST CONDITION FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT UNLESS OTHERWISE ACCEPTED BY SEOR.

17. SEE ARCHITECTURAL DRAWINGS FOR WALL OPENINGS, WALL OFFSETS, CHAMFERS, KERFS, DRIPS AND FOR EXTENT OF DEPRESSIONS, RAMPS, ETC. PROVIDE SLEEVES FOR ALL PIPES THROUGH CONCRETE WALLS AND FOOTINGS WHERE SHOWN ON THESE DRAWINGS. CORING IS NOT PERMITTED WITHOUT PRIOR APPROVAL BY THE SEOR.

18. SEE ARCHITECT'S PLANS FOR LOCATIONS OF SLAB SLOPES, DEPRESSIONS, CURBS, DRAINS, NON-STRUCTURAL PARTITIONS AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL PLANS.

19. EXPOSED CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE FORMED WITH 3/4" CHAMFER, U.N.O.

20. CONSTRUCTION JOINTS (CJ) AND SAWCUT (SC) JOINTS IN SLABS SHALL OCCUR WHERE LOCATED ON PLANS AND DETAILS. CJ'S SHALL HAVE FORMED POUR STOPS. CONSTRUCTION JOINTS IN WALLS AND FOOTINGS NEED NOT OCCUR AT THE SAME LOCATION, U.N.O.

STRUCTURAL CONCRETE NOTES:

PRIOR TO ERECTING ANY ELEMENTS THAT LOAD THE FOUNDATION, CONCRETE MUST REACH AN UNCONFINED COMPRESSION STRENGTH OF 2000 PSI MINIMUM AS DETERMINED BY TESTING OR PREVIOUSLY DOCUMENTED DATA FOR THE MIX DESIGN USED UNDER SIMILAR CONDITIONS, AND MUST BE ALLOWED TO CURE FOR A MINIMUM OF 3 DAYS.

LOCATION
MIN 28-DAY
COMP

STRENGTH
FOUNDATIONSSTEM WALLS 4000 PSI NWC 1 1/2" 0.45 4" II / V CONC
TYPEa
MAX
AGGR.

SIZE
MAX
W/C
RATIO
MAX
SLUMPb
CEMENT
TYPE
4000 PSI NWC 1" 0.45 4" II / V
4000 PSI NWC 1" 0.50 6" II / V

SLAB ON GRADE

ALL OTHER STRUCTURAL
CONCRETE NO NOTED..CONCRETE WALLS 4000 PSI NWC 1 1/2" 0.45 4" II / V R
E
G
I

ST ERED

PROFESS IONAL
ENG
I
N
E
E
RNo.

Exp. 9/30/24
S4029
Y

OUN G - K EU N N A
M

STAT E OF CAL I FORN IA
S

T R U C T U R A
L

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240Irvine, CA 92612Tel. 949.679.0870Fax. 949.679.9370Project No.: J851 Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE DBE SBE
PROJECT #:

SHEET #:

SHEET NAME:SHEET ISSUE DATE:

PROJECT PHASE:DRAWING SET:

SCALE:

PROJECT ADDRESS

CITY OF HERMOSA BEACH
DATE

PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:

CIP 689 - CLARK BUILDING RENOVATIONS
SHT. __ OF 63

FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT.

BENCH MARK:

DATE
PLANS PREPARED BY:

ARCHITECT NAME, RCE LICENSE No.

STAT E OF CA L I FORN I A

L ICENSED ARCHI TECT
NO. C 9412
REN. 5/31/23
STEPHEN M.

ALBERT
SHEET SIZE: 30" X 42" ARCH E1

DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/23

SHEET INFORMATION
12" = 1'-0"
S-0.1

PERMIT SET

CONSTRUCTION

DOCUMENTS GENERAL NOTES
08/16/2022
861 VALLEY DR.

HERMOSA BEACH, CA 90254

GENERAL NOTES
S-0.1 GENERAL NOTESS-0.2 GENERAL NOTESS-0.3 GENERAL NOTESS-1.1 TYPICAL DETAILSS-1.2 TYPICAL DETAILSS-1.3 TYPICAL DETAILSS-2.1 FOUNDATION PLANS-3.1 CEILING FRAMING PLANS-4.1 FOUNDATION DETAILSS-6.1 WALL ELEVATIONS

REVISIONS
No. DESCRIPTION DATE
5452
101
94 CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
04/22/2024 24-001

Page 413 of 2548 ends

1. ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED.

2. DOUGLAS FIR (DF) SHALL BE GRADED BY THE WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES, AND ASTM D245.

3. REDWOOD SHALL BE GRADED BY THE CALIFORNIA REDWOOD ASSOCIATION, REDWOOD INSPECTION SERVICE.

4. SILL PLATES SHALL BE PRESSURE-TREATED (PT) DOUGLAS FIR #1. REDWOOD IS PERMITTED WITH SEOR APPROVAL.

5. TOP PLATES, SILL PLATES, STUDS SHALL BE....................................DF #1 JOISTS, RAFTERS, PURLINS, BEAMS & POSTS SHALL BE ................DF #1 (U.N.O.)LOAD BEARING STUDS SHALL BE.........................................................DF #1

6. MOISTURE CONTENT OF SAWN LUMBER SHALL NOT EXCEED 18% WHEN FRAMING STARTS OR SHEATHING IS APPLIED. ANY NONCOMPLIANT WORKSHALL BE REJECTED AND REFRAMED WITH ACCEPTABLE LUMBER.

7. TIMBERS 4" NOMINAL IN THE LEAST DIMENSION SHALL NOT CONTAIN BOXED HEART.

8. SILL PLATES SHALL BE PRESSURE-TREATED AND SHALL BE BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS AT 48" O.C. MAX, U.N.O. WITH ABOLT BETWEEN 4" TO 12" FROM THE END OF EACH PIECE OF SILL (2 BOLTS MINEACH PIECE). PIECE OF SILL SHALL BE CONSIDERED ENDED WHERE PLATE ISCUT OUT OVER ONE-THIRD OF CROSS-SECTION.

9. ANCHOR BOLTS FOR STRUCTURAL WALLS SHALL HAVE 12" EMBEDMENT (U.N.O.)MEASURED FROM TOP OF SLAB.

10. STUD BEARING WALLS AND PARTITIONS SHALL HAVE DOUBLE TOP PLATES LAPPED AT WALL AND PARTITION INTERSECTIONS. JOINTS IN UPPER ANDLOWER MEMBERS OF DOUBLE TOP PLATES SHALL BE STAGGERED AT LEAST4' - 0".

11. HOLES IN WOOD AND STEEL MEMBERS FOR BOLTS SHALL BE THE NOMINAL BOLT DIAMETER PLUS 1/16".

12. ALL BOLTS IN WOOD SHALL BE ASTM A307 STANDARD BOLTS, U.N.O. BOLTS

AND SCREWS SHALL BE TIGHTENED AT TIME OF ERECTION AND RETIGHTENED BEFORE CLOSING IN OR AT THE COMPLETION OF THE JOB.

13. HOLES IN WOOD FOR LAG SCREW SHANK SHALL BE BORED TO THE SAME DIAMETER AND DEPTH AS THE SHANK, AND FOR THE THREADED PORTIONBORED WITH A BIT NOT LARGER THAN 40% TO 70% OF THE SHANK DIAMETER.

14. LAG SCREWS AND SCREWS SHALL BE SCREWED AND NOT DRIVEN INTO PLACE.

BOLT HOLES SHALL BE A MINIMUM OF 1/32" TO A MAXIMUM 1/16" LARGER THANTHE BOLT DIAMETER. HOLES SHALL BE ACCURATELY ALIGNED IN MAINMEMBERS AND SIDE PLATES. BOLTS SHALL NOT BE FORCIBLY DRIVEN.

15. METAL FRAMING CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE COMPANY (CURRENT CATALOG), OR "USP" WITH EQUIVALENT ICCPUBLISHED VALUES AND SHALL BE INSTALLED PER SPECIFICATIONS, NOEXCEPTIONS.

16. INSTALL WINDOWS AND DOORS IN STUD WALLS AFTER DEAD LOADS ARE APPLIED, AND PROVIDE A 1/2" SHIM SPACE AT THE HEAD CONDITION.

17. STEEL WASHERS SHALL BE PROVIDED UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS WHICH BEAR ON WOOD. STANDARD CUT WASHERS MAY BE USED IN ALL CASES EXCEPT SILL PLATES AND WOOD LEDGERS AGAINSTCONCRETE OR MASONRY. NOTE, WASHERS UNDER CARRIAGE BOLT HEADSSHALL BE LARGE ENOUGH TO ALLOW FOR SQUARE SHOULDERS.

18. ONLY LOAD BEARING AND/OR SHEAR WALLS ARE SHOWN
SEE ARCHITECTURAL DRAWINGS FOR ALL OTHER PARTITIONS.

19. ELEVATIONS SHOWN ON PLANS ARE FROM FINISHED FIRST FLOOR, DATUM ELEVATION = 0' - 0".

20. ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS ARE 2x6 STUDS @ 16" O.C. TYPICAL, U.N.O.

21. ALL EXTERIOR STUD WALLS SHALL BE COMPLETELY SHEATHED WITH 15/32" APA RATED SHEATHING, EXPOSURE-1 (32/16).

22. INTERIOR STRUCTURAL SHEATHED WALLS ARE SHOWN ON PLANS AND SHALL HAVE 15/32" APA RATED SHEATHING EXPOSURE-1, (32/16),TYPICAL U.N.O.

23. ALL STRUCTURAL WALL SHEATHING IS SPLICED ON 2" NOMINAL BLOCKING AT HORIZONTAL JOINTS, U.N.O.

24. STRUCTURAL FLOOR AND ROOF SHEATHING SHALL BE AS ON PLAN AND SHALL BE APA RATED SHEATHING (32/16).NOTE: 1/8" GAP SHALL BE PROVIDED BETWEEN ADJACENT PANELS. PANELS WITH GRADE STAMP INDICATION "SIZED FOR SPACING" MAY BE USED TOFACILITATE THIS REQUIREMENT. SEE PLANS FOR REQUIRED BOUNDARY ANDEDGE NAILING NOT LISTED BELOW. FLOOR SHEATHING SHALL BE GLUED ANDNAILED PER PLAN.( * - SHEATHING @ EXTERIOR DECKS SHALL BE EXTERIOR RATED PLYWOOD.)BN = BOUNDARY NAILINGEN = EDGE NAILINGFN = FIELD NAILING

25. SEE PLANS FOR LOCATION OF NOMINAL 2X FLAT BLOCKING AT ROOF SHEATHING PANEL JOINTS. SEE THIS SHEET FOR PLY CLIP REQUIREMENTS ATUNBLOCKED ROOF PANEL JOINTS. T&G SHEATHING IS NOT REQUIRED WHEREJOINTS ARE BLOCKED.

26. (S) INDICATES METAL FRAMING CONNECTORS MANUFACTURED BY SIMPSON STRONG TIE COMPANY (CURRENT CATALOG) OR "USP" WITH EQUIVALENT ICCPUBLISHED VALUES AND SHALL BE INSTALLED PER SPECIFICATIONS, NO EXCEPTIONS.

27. FASTENERS, INCLUDING NAILS, NUTS AND WASHERS, IN CONTACT WITH PRESERVATIVE - TREATED WOOD SHALL BE OF HOT-DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL.

ROUGH CARPENTRY/ WOOD NOTES:

1. WELDING PROCEDURES, ELECTRODES AND WELDER QUALIFICATIONS SHALL CONFORM TO THE "CODE FOR WELDING IN BUILDING CONSTRUCTION", AMERICAN WELDING SOCIETY (AWS), D1.1, D1.8 AND THE AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS".

2. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AWS STANDARD QUALIFICATION TESTS, AND SHALL BE CERTIFIED FOR THE WORK THEY ARE PERFORMING.

3. PROJECT WELDING SHALL BE PERFORMED ONLY IN ACCORDANCE WITH WELDING PROCEDURE SPECIFICATIONS (WPS) SUBMITTED BY THE CONTRACTOR AND REVIEWED BY THE SEOR AND PROJECT WELDING INSPECTOR. THE WPS SHALL BE IN ACCORDANCE WITH AWS D1.1-D1.4 & D1.8 CURRENT EDITION.

4. ALL WELDS WITHIN MEMBERS DESIGNATED AS PART OF THE SEISMIC LOAD RESISTING SYSTEM (SLRS) SHALL CONFORM TO THE DETAILING, MATERIALS, WORKMANSHIP, TESTING, AND INSPECTION REQUIREMENTS PER AWS D1.8 AND MUST HAVE A MIN. CVN TOUGHNESS OF 20 FT-LB @ 0°F PER AISC 341 A3.4B.

5. WHERE WELDS ARE DESIGNATED AS DEMAND CRITICAL, THEY SHALL BE MADE WITH A FILLER METAL CAPABLE OF PROVIDING A MINIMUM CHARPY V-NOTCH (CVN) TOUGHNESS OF 20 FT-LB AT 0°F AND 40 FT-LB AT 70°F. SEE AISC 341-16 SECTION A3.4B FOR ADDITIONAL REQUIREMENTS.

6. WELDING OF STRUCTURAL STEEL SHALL BE PERFORMED PER AWS D1.1 & D1.8 USING E70XX ELECTRODES UNLESS OTHERWISED NOTED.

7. WELDING OF REINFORCING BARS SHALL BE PERFORMED PER AWS D1.4 USING E80XX ELECTRODES.

8. WELDING OF METAL DECK AND LIGHT GAGE STEEL SHALL BE IN ACCORDANCE WITH AWS D1.3.

9. ALL GROOVE OR BUTT WELDS SHALL BE COMPLETE PENETRATION WELDS.

ALL EXPOSED BUTT WELDS SHALL BE GROUND SMOOTH.

10. ALL EXPOSED WELDS ON ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL COMPLY WITH AISC CODE OF STANDARD PRACTICE, SECTION 10.

11. FIELD WELDS HAVE BEEN INDICATED WHERE THEY ARE EXPECTED TO OCCUR.

THE CONTRACTOR SHALL DETERMINE THE ACTUAL FIELD WELDING NECESSARY TO COMPLETE THE PROJECT AND INCLUDE ALL ASSOCIATED COSTS WITHIN THE BASE BID.

12. ALL WELDS (SHOP AND FIELD) REQUIRE SPECIAL INSPECTION.13. ALL FULL PENETRATION WELDS SHALL BE ULTRA-SONIC TESTED PER AWS D1.1 & AISC 341 J6.2.

WELDING NOTES:

1. DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE SPECIFICATIONS AND STANDARD OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), AS CONTAINED IN THE 15TH EDITION OF "AISC MANUAL OF STEEL CONSTRUCTION".

2. ALL STRUCTURAL STEEL SHALL BE ERECTED PLUMB AND TRUE TO LINE.

TEMPORARY BRACING SHALL BE INSTALLED AND SHALL BE LEFT IN PLACE UNTIL OTHER MEANS IS PROVIDED TO ADEQUATELY BRACE THE STRUCTURE.

3. PROVIDE THE FOLLOWING MATERIALS FOR STRUCTURAL STEEL U.N.O.:

4. 1/8" THICK PLATES AND THICKER SHALL BE GAS CUT OR SAW CUT EXCEPT AS OTHERWISE NOTED, ALL BOLTS SHALL BE HIGH STRENGTH BOLTS.

EXCEPT OTHERWISE NOTED, ALL BOLT HOLES SHALL BE STANDARD HOLES.

5. ALL CONNECTIONS NOT SHOWN SHALL CONFORM TO THE "AISC MANUAL OF STEEL CONSTRUCTION" AND SHALL BE SUBMITTED ON SHOP DRAWINGS FOR REVIEW BY SEOR PRIOR TO FABRICATION.

6. ALL WELDED HEADED STUDS, THREADED STUDS, AND DEFORMED BARS SHALL BE NELSON, OR EQUIVALENT, AND WELDED (IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS BY CERTIFIED WELDERS) SO AS TO FULLY DEVELOP THE TENSILE CAPACITY OF THE CONNECTOR.

7. BOLTS WITH UPSET THREADS ARE NOT ALLOWED. USE THE APPROPRIATE NUT AND WASHER TYPE FOR THE SPECIFIED BOLT.

8. ALL STEEL FABRICATION SHALL BE PERFORMED BY A AISC OR CITY OF LOS ANGELES CERIFIED FABRICATOR.

9. ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL PERMANENTLY EXPOSED TO THE ELEMENTS SHALL BE HOT DIP GALVANIZED AFTER FABRICATION UNLESS A WEATHER PROOF COATING IS SPECIFIED BY THE ARCHITECT U.N.O. STAINLESS AND WEATHERING STEELS ARE EXCEPTED WHERE SPECIFIED.

10. SEE ARCHITECTURAL DRAWINGS FOR NAILER HOLES, WELDED STUDS OR OTHER ITEMS NOT SHOWN IN THESE DRAWINGS. WHERE STEEL IS EMBEDDED IN CONCRETE OR MASONRY, PROVIDE HOLES AS REQUIRED FOR PASSAGE OF CONTINUOUS REINFORCING BARS WHERE INDICATED ON DRAWINGS. DO NOT CUT HOLES IN STRUCTURAL STEEL WITHOUT PRIOR APPROVAL OF SEOR.

11. ALL ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL COMPLY WITH AISC CODE OF STANDARD PRACTICE, SECTION 10.

12. PLACE NON-SHRINK OR DRYPACK GROUT UNDER ALL BASE PLATES AND ALLOW TO CURE BEFORE APPLYING LOADS.

13. ALL OPEN HSS ENDS SHALL BE CAPPED. MIN 1/4" STEEL CAP. PROVIDE SQUARE WELD ALL AROUND, CAP PLATE TO HSS.

14. FOR STRUCTURAL STEEL, IN ADDITION TO THE REQUIREMENTS OF SPECIFICATION SECTION A3.1c, HOT ROLLED SHAPES WITH FLANGES 1 1/2" THICK AND THICKER SHALL HAVE MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LB AT 70°F. PLATES 2" THICK AND THICKER SHALL HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20FT-LB AT 70°F.

STRUCTURAL STEEL NOTES:

STRUCTURAL STEEL GRADES:

ALL WIDE FLANGE SECTIONS

SQUARE OR RECTANGULAR HOLLOWSTRUCTURAL SECTIONS (HSS)ROUND HOLLOW STRUCTURAL SECTION(HSS)PIPES

PLATES, ANGLES, CHANNELS & TEES

ALL PLATES PART OF SLRS

MACHINE BOLTS (MB)

HIGH STRENGTH BOLTS (HSB)

WELDED HEADED STUDSTHREADED RODS FOR ANCHOR BOLTS
ASTM A992ASTM A500, GRADE C
(FY= 50 KSI)
ASTM A500,GRADE C
(FY= 46KSI)
ASTM A53 TYPE E OR S,
GRADE B (FY=35 KSI)
ASTM A36
ASTM A572, GRADE 50ASTM A307
ASTM F3125 GRADE A325
GRADE A490
ASTM A29ASTM F1554, GRADE 36
A.

C.C.E.F.G.H.I.J.
(UNLESS OTHERWISE NOTED ON PLANS)NAIL SPACING TO BE NOT LESS THAN REQUIRED PENETRATION. EDGE AND END DISTANCES SHALL BE NOT LESS THAN HALF THIS SPACING. ALL SPACING AND EDGE AND END DISTANCES SHALL BE SUCH AS TO AVOID SPLITTING OF THE WOOD. HOLES FOR NAILS, WHERE NECESSARY TO PREVENT SPLITTING, SHALL BE BORED OF A DIAMETER SMALLER THAN THAT OF THE NAILS. COMMON NAILS SHALL BE USED FOR NAILING AT TYPICAL CONNECTIONS NOTED BELOW (U.N.O.). FOR ALL CONNECTIONS OTHERWISE NOTED OR DETAILED ON PLANS, COMMON NAILS SHALL BE USED (SEE SCHEDULE BELOW).

NAILING SCHEDULE
SHORTENED 10d COMMON NAILS MAY BE USED TO FASTEN WOOD STRUCTURAL PANELS UNO. USE THE FOLLOWING MINIMUM LENGTHS: 10d x 2 1/4" FOR 15/32" OR THINNER PANELS,10d x 2 3/8" FOR 19/32" PANELS, AND FULL LENGTH FOR 5/8" OR THICKER PANELS.

NAIL TYPES

SIZE DIAMETER (IN) LENGTH (IN)
8d 0.131 2 1/2
10d 0.148 312d 0.148 3 1/416d 0.162 3 1/220d 0.192 4
TABLE 2304.10.1

FASTENING SCHEDULE

DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION ROOF

BLOCKING BETWEEN CEILING JOISTS, RAFTER OR TRUSSES TO TOP PLATE OR OTHER FRAMING BELOWBLOCKING BETWEEN RAFTERS OR TRUSS NOT AT THE WALL TOP PLATE, TORAFTER OR TRUSS 1 FLAT BLOCKING TO TRUSS AND WEB FILLER
(3)-8d EACH END, TOENAIL(2)-8d EACH END, TOENAIL
(2)-16d END NAIL
16d 16" O.C. FACE NAIL
CEILING JOISTS TO TOP PLATE (3)-8d EACH JOIST, TOENAILCEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITIONS (NOT THRUST)(SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1) (3)-16d FACE NAIL 23 CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT)(SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1) 4 PER TABLE 2308.7.3.1 FACE NAIL 5 COLLAR TIE TO RAFTER (3)-10d FACE NAIL
RAFTER OR ROOF TRUSS TO TOP PLATE (SEE SECTION 2308.7.5, TABLE 2308.7.5) (3)-10d TOENAIL 6 C ROOF RAFTER TO RIDGE VALLEY OR HIP RAFTERS; OR ROOF RAFTER TO 2-INCH RIDGE BEAM (2)-16d END NAIL(3)-10d TOENAIL
7 WALL
STUD TO STUD (NOT A BRACED WALL PANELS) 16d 24" O.C. FACE NAILSTUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS (AT BRACED WALL PANELS) 16d 16" O.C. FACE NAIL BUILT-UP HEADER (2" TO 2" HEADER) 16d 16" O.C. EACH EDGE, FACE NAILCONTINUOUS HEADER TO STUD (4)-8d TOENAILTOP PLATE TO TOP PLATE 16d 16" O.C. FACE NAIL 89 10111213 TOP PLATE TO TOP PLATE, AT END JOINT (8)-16d

EACH SIDE OF END JOINT, FACE NAIL
(MINIMUM 24" LAP SPLICE LENGTH

EACH SIDE OF END JOINT)
14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT AT BRACED WALL PANELS) 16d 16" O.C. FACE NAIL15 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING AT BRACED WALL PANELS (2)-16d 16" O.C. FACE NAIL16 STUD TO TOP OR BOTTOM PLATE (4)-8d TOENAIL
(2)-16d END NAIL
17 TOP OR BOTTOM PLATE TO STUD (2)-16d END NAIL18 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS (2)-16d FACE NAIL19 1" BRACE TO EACH STUD AND PLATE (2)-8d FACE NAIL20 1"x6" SHEATHING TO EACH BEARING (2)-8d FACE NAIL21 1"x8" AND WIDER SHEATHING TO EACH BEARING (3)-8d FACE NAIL FLOOR
22 JOIST TO SILL, TOP PLATE, OR GIRDER (3)-8d TOENAIL
23 RIM JOIST, BAND JOIST, OR BLOCKING TO TOP PLATE, SILL OR OTHER FRAMING BELOW 8d 6" O.C., TOENAIL 24 1"x6" SUBFLOOR OR LESS TO EACH JOIST (2)-8d FACE NAIL25 2" SUBFLOOR TO JOIST OR GIRDER (2)-16d FACE NAIL 26 2" PLANKS (PLANK & BEAM - FLOOR & ROOF) (2)-16d EACH BEARING, FACE NAIL27 BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 20d
32" O.C., FACE NAIL AT TOP AND

BOTTOM STAGGERED

ON OPPOSITE SIDES
AND: (2)-20d ENDS AND AT EACH SPLICE, FACE NAIL
28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS (3)-16d EACH JOIST OR RAFTER, FACE NAIL29 JOIST TO BAND JOIST OR RIM JOIST (3)-16d END NAIL30 BRIDGING OR BLOCKING TO JOIST, RAFTER OR TRUSS (2)-8d EACH END, TOENAIL a. NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASINGb. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS.

PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). c. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE, THE NUMBER OF TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL.

R
E
G
I

ST ERED

PROFESS IONAL
ENG
I
N
E
E
RNo.

Exp. 9/30/24
S4029
Y

OUN G - K EU N N A
M

STAT E OF CAL I FORN IA
S

T R U C T U R A
L

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240Irvine, CA 92612Tel. 949.679.0870Fax. 949.679.9370Project No.: J851 Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
PROJECT #:

SHEET #:

SHEET NAME:SHEET ISSUE DATE:

PROJECT PHASE:DRAWING SET:

SCALE:

PROJECT ADDRESS

CITY OF HERMOSA BEACH
DATE

PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:

CIP 689 - CLARK BUILDING RENOVATIONS
SHT. __ OF 63

FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT.

BENCH MARK:

DATE
PLANS PREPARED BY:

ARCHITECT NAME, RCE LICENSE No.

STAT E OF CA L I FORN I A

L ICENSED ARCHI TECT
NO. C 9412
REN. 5/31/23
STEPHEN M.

ALBERT
SHEET SIZE: 30" X 42" ARCH E1

DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/23

SHEET INFORMATION
12" = 1'-0"
S-0.2

PERMIT SET

CONSTRUCTION

DOCUMENTS GENERAL NOTES
08/16/2022
861 VALLEY DR.

HERMOSA BEACH, CA 90254

GENERAL NOTES

REVISIONS
No. DESCRIPTION DATE
553
101
94 CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
04/22/2024 24-001

Page 414 of 2548 ends

1. FOR ALL ITEMS ON THE CONSTRUCTION DOCUMENTS NOT NOTED WITH A SPECIFIC PRODUCT TYPE OR MANUFACTURER, THE CONTRACTOR SHALL PROVIDE THE PRODUCT SPECIFIED IN THE TABLE BELOW.

2. THE FOLLOWING PRODUCTS SHALL BE INSTALLED PER THE REQUIREMENTS OF THE REFERENCED PRODUCT APPROVALS BELOW, U.N.O.

3. AT CONTRACTOR'S OPTION, PRODUCTS MAY BE SUBSTITUTED FOR LIKE PRODUCTS PER THE SCHEDULE BELOW IF APPROVED BY SEOR.

PRODUCT APPROVALS:

ITEM APPROVED PRODUCTS ICC#

EXPANSION

ANCHOR TO

CONCRETE
HILTI KWIK BOLT -TZ-2 ESR-4266
ESR-2502
SIMPSON STRONG-BOLT-2 ESR-3037
DEWALT POWER STUD+ SD2

IAPMO ER

EXPANSION

ANCHOR TO

MASONRY
HILTI KWIK BOLT 3 ESR-1385
ESR-2966
SIMPSON STRONG-BOLT 2
DEWALT POWER STUD+ SD1
ER-0240
SCREW

ANCHOR TO

CONCRETE
SIMPSON TITEN HD SCREW ANCHOR ESR-2713
ESR-3889
HILTI KH-EZ ESR-3027
DEWALT SCREW-BOLT+
SCREW

ANCHOR TO

MASONRY
SIMPSON TITEN HD SCREW ANCHOR ESR-1056
ESR-4042
HILTI KH-EZ ESR-3056
DEWALT SCREW-BOLT+
EPOXY

ANCHOR TO

CONCRETE
HILTI HIT-HY 200
ESR-3298
SIMPSON SET-XP ESR-2508
DEWALT PURE 110+
EPOXY

ANCHOR TO

MASONRY
HILTI HIT-HY 200 ESR-3963
ESR-3200
SIMPSON SET-XP - DEWALT AC100+ GOLD ER-0265

SHOTPIN

HILTI LOW-VELOCTIY X-U

UNIVERSAL POWER-DRIVEN
ESR-2269ESR-1799
SIMPSON POWER-DRIVEN ESR-2138

RAMSET POWER-DRIVEN

SHEET METAL
SCREW
HILTI KWIK-PRO SDS ESR-2196
ESR-2907
DRIL-FLEX SDS ESR-3332
NELSON BAR ANCHORS/STUD WELD STUD /ANCHORS ---------------------- - ESR-3187 LARR TABLE:

SIMPSON HARDWARE
PRODUCT LARR #
25720 SCREW STYLE HOLD DOWN CONNECTORSHDU, HDQ8, HHDQ &PHD 25712POST BASE CONNECTORS25818LTT AND HTT HOLDOWN25985EMBEDDED COLUMN BASES IN CONCRETE TOP FLANGE HANGERS FOR ENGINEERED 25803WOOD PRODUCTS AND GLULAM BEAMS.

ADJUSTIBLE HANGERS FOR WOOD 25804
FRAMMING.
25807

FACE-MOUNT HANGERS FOR WOOD FRAMING - LU, U,HU, LUS, MUS, HUS, HHUS, SUR/L, HSUR/L, HTU, AND LUCZ SERIES HANGERS 25801 FACE MOUNT HANGERS FOR COMPOSITE LUMBER AND PREFABRICATED WOOD I-JOISTS.25802 LBV, B, HB, AND BA SERIES HNAGERS FORPREFABRICATED WOOD I-JOIST, STRUCTURAL COMPOSITE LUMBER, AND SAWN LUMBER.

TOP FLANGE HANGERS FOR SAWN LUMBER. 25800
25828 BOLT STYLE HOLD DOWN CONNECTORSHD2A, HD5, HD7, HND9 AND HD12 AND HD19 MISCELLANEOUS CONNECTORS 25962
HURRICANE & SEISMIC STRAPS AND TIES 25718FOR WOOD FRAMING 25726
FA, UFP10, FJA, FSA, GH, GLB & HGLB CONNECTORS FOR WOOD MEMBERS SUPPORTED BY CONCRETE OR MASONRY CONSTRUCTIONMETAL CONNECTOR PLATES FOR WOOD 25950TRUSSES: AS-20 & AS-18HS 25814
A34, A35, DSP, SSP, FC, FSC, GA, H2A, H2.5T,
H8, H10A, H10A-2, H10S, H14, HH, L, LCE4, LS,LP4, LTP5, LS, RBC, RBCP, AND TJC37

ANGLES, Z CLIPS, AND TIES
COLUMN CAPS 25714
25713
FHA, HST,LSTA, LSTI, MST, MSTA, MSTC, MSTI& ST SERIES STRAIGHT TIE STRAPS; & CMST& CS SERIES COILED TIE STRAPS; & CMST C16 COILED TIE STRAP 25293
FAP FOUNDATION ANCHOR PLATE, FA6FOUNDATION ANCHOR, HTT22 TENSION TIE,CMST12, 14 COILED STRAPS, BP¨1/2, 5/8, 3/4,7/8 BEARING PLATES, LTP4 LATERAL TIE PLATE.

NELSON STUDS 02725
NELSON
PRODUCT LARR #
HILTI
PRODUCT LARR #

REDBUILD
PRODUCT LARR #

WEYERHAEUSER
PRODUCT LARR #
X-U POWDER DRIVER FASTENER 25675RED-I™ PREFABRICATED WOOD I-JOISTS 25538WEYERHAEUSER PARALLAM 25202 POST INSTALLED ANCHORS NOTES:

1. POST-INSTALLED ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL PER THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS (MPII).

2. THE TYPE, DIAMETER, AND EMBEDMENT SHALL BE AS NOTED ON THE DRAWINGS (OR EQUAL). ALL POST-INSTALLED ANCHORS SHALL HAVE A CURRENT CODE REPORT (ICC ESR, IAPMO ER, LARR, ETC.)

3. INSTALLATION OF ALL ANCHORS SHALL BE IN ACCORDANCE WITH THE APPLICABLE CODE REPORT AND THE MPII.

4. HOLE FOR ANCHORS SHALL SIZED ACCORDING TO THE ANCHOR TYPE AND DIAMETER PER THE MPII/CODE REPORT. HOLE SHALL BE DRILLED USING A ROTARY HAMMER OR OTHER ACCEPTABLE METHOD DESCRIBED IN THE MPII/CODE REPORT.

5. WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWDER DRIVEN PINS IN EXISTING NON-PRESTRESSED REINFORCED CONCRETE, LOCATE EXISTING REINFORCEMENT BY NON-DESTRUCTIVE MEANS AND DO NOT CUT OR DAMAGING THE EXISTING REINFORCING BARS. WHEN INSTALLING THEM INTO EXISTING PRESTRESSED CONCRETE (PRE- OR POST- TENSIONED) LOCATE THE PRESTRESSED TENDONS BY USING A NON-DESTRUCTIVE METHOD PRIOR TO INSTALLATION. EXERCISE EXTREME CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE TENDONS DURING INSTALLATION. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN THE REINFORCEMENT AND THE DRILLEDIN ANCHOR AND/OR PIN.

6. ALL MISSDRILLED/DEFFECTIVE HOLES SHALL BE ABANDONED AND SOLID GROUTED.

7. PROVIDE SPECIAL INSPECTIONS AS LISTED IN THE CODE REPORT AND AS REQUIRED BY CBC CHAPTER 17 AND ACI 318 SECTION 17.8.2.

1. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS DURING CONSTRUCTION. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.

2. SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVED FABRICATORS MUST SUBMIT A CERTIFICATE OF COMPLIANCE FOR OFFSITE FABRICATIONS SUCH AS STRUCTURAL STEEL, PRECAST CONCRETE, GLUED LAMINATED TIMBER, ETC.

3. ALL INSPECTIONS SHALL BE PERFORMED BY INDEPENDENT SPECIAL INSPECTORS.

JOB SITE VISITS BY THE STRUCTURAL ENGINEER OR BUILDING OFFICIAL DO NOT CONSTITUTE AND ARE NOT A SUBSTITUTE FOR INSPECTIONS BY A SPECIAL INSPECTOR.

4. ALL INSPECTION REPORTS SHALL BE SUBMITTED TO BUILDING OFFICIAL AND SEOR.

THE FINAL REPORTS BY THE SPECIAL INSPECTOR(S) MUST CERTIFY THAT THE ENTIRE STRUCTURAL SYSTEM COMPLIES WITH THE APPROVED PLANS AND SPECIFICATIONS.

5. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT THESE INSPECTIONS ARE PERFORMED.

6. WORK REQUIRING SPECIAL INSPECTION SHALL BE INSPECTED BY THE SPECIAL

INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS PERFORMED AND AT THE COMPLETION OF WORK. CONTINUOUS INSPECTION CONSISTS OF FULL-TIME INSPECTION; PERIODIC INSPECTION CONSISTS OF PART-TIME OR INTERMITTENT INSPECTION.

7. THE FOLLOWING SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE BUILDING OFFICIAL. THIS LIST IS NOT INTENDED TO BE ALL INCLUSIVE.

FOR SI: 1 INCH = 25.4 MM
a. WHERE APPLICABLE, SEE ALSO SECTION 1705A.11, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE.
b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTIONS SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH ACI 355.2 OR SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO COMMENCEMENT OF THE WORK. c. INSTALLATION OFF ALL ADHESIVE ANCHORS IN THE HORIZONTAL AND UPWARDS

INCLINED POSITIONS SHALL BE PERFORMED BY AN ACI/CRSI CERTIFIED

ANCHOR INSTALLER
STATEMENT OF SPECIAL INSPECTIONS:

TABLE 1705.3

REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION CONTIN UOUS PERI ODIC REFERENCED STANDARDa CBC REFERENCE

1. INSPECTION OF REINFORCING STEEL,

INCLUDING PRESTRESSINGTENDONS, AND PLACEMENT
- X ACI 318: 3.5, 7.1-7.7 - - -- AWS D1.4;
ACI 318: 3.5.2

2. INSPECTION OF REINFORCING STEEL
WELDING IN ACCORDANCEWITH TABLE 1705A.2.1, ITEM 5B.

3. INSPECTION OF ANCHORS TO BE

INSTALLED IN CONCRETE PRIOR TO

AND DURING PLACEMENT OF CONCRETE
WHERE ALLOWABLE LOADSHAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED.

X - ACI 318: 8.1.3, 21.2.8 1908.5, 1909.1

4. INSPECTION OF ANCHORS POSTINSTALLED IN HARDENED CONCRETE.b - X ACI 318: 3.8.6, 8.1.3, 21.2.8 1909.1

5. VERIFYING USE OF REQUIRED
DESIGN MIX. - X ACI 318: CH 4, 5.2-5.4 1904.2, 1910.2, 1910.3

6. AT THE TIME FRESH CONCRETE IS

SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS,

AND DETERMINE THE TEMPERATURE

OF THE CONCRETE
X - ASTM C172 ASTM C31;
ACI 318: 5.6, 5.8
1910.10

7. INSPECTION OF CONCRETE AND
SHOTCRETE PLACEMENT FORPROPER APPLICATION TECHNIQUES.

X - ACI 318: 5.9, 5.10 1910.6, 1910.7, 1910.8

8. INSPECTION FOR MAINTENANCE OF

SPECIFIED CURING TEMPERATURE
AND TECHNIQUES - X ACI 318: 5.11-5.13 1910.9

9. INSPECTION OF PRESTRESSED CONCRETE:

A. APPLICATION OF PRESTRESSING
FORCES. X - ACI 318: 18.20 - B. GROUTING OF BONDED

PRESTRESSING TENDONS IN THESEISMIC-FORECE-RESISTING SYSTEM X - ACI 318: 18.18.4 - 10. ERECTION OF PRECAST CONCRETE MEMBERS. - X ACI 318: CH 16 - 11. VERIFICATION OF IN-SITU CONCRETE

STRENGTH, PRIOR TO STRESSING OF TENDONS IN POSTTENSIONED CONCRETE

AND PRIOR TO REMOVAL OF SHORES AND
FORMS FROM BEAMS AND STRUCTURAL SLABS. - X ACI 318: 6.2 - - X ACI 318: 6.1.1 - 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.c
TABLE 1705.2.1

REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD CBC REFERENCE

1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS:

A. IDENTIFICATION MARKINGS TO

CONFORM TO ASTMSTANDARDS SPECIFIED IN THE

APPROVED
CONSTRUCTION DOCUMENTS.

B. MANUFACTURER'S CERTIFICATE OF
COMPLIANCE REQUIRED.
- X
AISC 360,
SECTION A3.3
AND

APPLICABLE

ASTM MATERIAL
STANDARDS - - X - - 2. INSPECTION OF HIGH-STRENGTH BOLTING: - X - X X - - AISC 360, SECTION M2.5
A. SNUG-TIGHT JOINTS.

B. PRETENSIONED AND SLIP-CRITICAL
JOINTS USING TURN-OF-NUT WITH MATCH MARKING, TWIST-OFF BOLTOR DIRECT TENSION INDICATOR METHODS OF INSTALLATION.

C. PRETENSIONED AND SLIP-CRITICAL
JOINTS USING TURN-OF-NUT WITHOUT MATCH MARKING OR CALIBRATED WRENCH METHODS OF INSTALLATION.

3. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: - X - X - X - -- AISC 360, SECTION A3.1 APPLICABLE ASTM MATERIAL STANDARDS 2203.1 A. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360. B. FOR OTHER STEEL. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. C. MANUFACTURER'S CERTIFIED TEST REPORTS.

4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: - X - - - X - - A. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS. B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.

5. INSPECTION OF WELDING:

A. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK:

X - X - AWS D1.1 1705.2.2 X - X - - X - X AWS D1.3 - 1) COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS. 2) MULTIPASS FILLET WELDS. 3) SINGLE-PASS FILLET WELDS > 5/16" 4) PLUG AND SLOT WELDS. 5) SINGLE-PASS FILLET WELDS < 5/16" 6) FLOOR AND ROOF DECK WELDS.

B. REINFORCING STEEL. - X 1) VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A 706.

X - 2) REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT. 3) SHEAR REINFORCEMENT. X - 4) OTHER REINFORCING STEEL. - X - X - X - X AWS D1.4
ACI318:

SECTION 3.5.2 - - 1705.2.2 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE. A. DETAILS SUCH AS BRACING AND STIFFENING. B. MEMBER LOCATIONS.

C. APPLICATION OF JOINT DETAILS
AT EACH CONNECTION.

1. VISUAL OBSERVATIONS WILL BE PERFORMED AT THE DISCRETION OF THE

OWNER, ARCHITECT, SEOR, AND AS REQUIRED BY THE BUILDING OFFICIAL IN ACCORDANCE WITH THE BUILDING CODE.

2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO NOTIFY THE STRUCTURAL ENGINEER AS TO WHEN EACH MAJOR PHASE OF CONSTRUCTION IS READY FOR OBSERVATION A MINIMUM OF FIVE (5) WORKING DAYS IN ADVANCE.

3. THE FOLLOWING MAJOR PHASES OF CONSTRUCTION REQUIRE A SITE VISIT AND STRUCTURAL OBSERVATION REPORT FROM THE SEOR:

P FOUNDATION REBAR AND ANCHORS - PRIOR TO POUR OF CONCRETE. P NEW OPENING & REINFORCEMENT AT EXISTING CONCRETE WALL.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT NAILING, REINFORCEMENT, WELDS, CONNECTIONS, ETC. ARE VISIBLE FOR OBSERVATION WHEN THE SEOR IS ON SITE AND FOR ANY SCHEDULING DELAYS DUE TO NONCOMPLIANT ITEMS FOUND DURING THE OBSERVATION.

STRUCTURAL OBSERVATIONS:

R
E
G
I

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PROFESS IONAL
ENG
I
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E
RNo.

Exp. 9/30/24
S4029
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OUN G - K EU N N A
M

STAT E OF CAL I FORN IA
S

T R U C T U R A
L

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240Irvine, CA 92612Tel. 949.679.0870Fax. 949.679.9370Project No.: J851 Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
PROJECT #:

SHEET #:

SHEET NAME:SHEET ISSUE DATE:

PROJECT PHASE:DRAWING SET:

SCALE:

PROJECT ADDRESS

CITY OF HERMOSA BEACH
DATE

PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:

CIP 689 - CLARK BUILDING RENOVATIONS
SHT. __ OF 63

FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT.

BENCH MARK:

DATE
PLANS PREPARED BY:

ARCHITECT NAME, RCE LICENSE No.

STAT E OF CA L I FORN I A

L ICENSED ARCHI TECT
NO. C 9412
REN. 5/31/23
STEPHEN M.

ALBERT
SHEET SIZE: 30" X 42" ARCH E1

DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/23

SHEET INFORMATION
12" = 1'-0"
S-0.3

PERMIT SET

CONSTRUCTION

DOCUMENTS GENERAL NOTES
08/16/2022
861 VALLEY DR.

HERMOSA BEACH, CA 90254

GENERAL NOTES

REVISIONS
No. DESCRIPTION DATE
5654
101
94 CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
04/22/2024 24-001

Page 415 of 2548 ends

A
B D
C
E
F G
90° BEND
135° BEND

INSIDE BEND DIA D, TYP
90°
HOOK
NOTES:1. Ldh = HOOK DEVELOPMENT LENGTH.2. Ld = DEVELOPMENT LENGTH.3. db = REINFORCING BAR DIAMETER4. SEE BUILDING CODE AND ACI 318-14 VERSION FOR ALL REQUIREMENTS NOT NOTED.5. FOR LIGHTWEIGHT CONCRETE MULTIPLY Ldh AND Ld VALUES SHOWN BY 1.33.6. TOP BARS ARE HORIZONTAL WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW BARS.

ALL OTHER BARS ARE "OTHER" BARS.

7. STANDARD HOOK Ldh DOES NOT ACCOUNT FOR THE EFFECT OF TIES.

CONFINED HOOK Ldh MAY BE USED WHERE ACI 318-14 25.4.3 APPLIES.

8. VALUES SHOWN ABOVE ARE FOR GRADE 60 (FY=60 KSI) REINFORCEMENT.9. SPLICE LENGTHS SHOWN ARE FOR CLEAR SPACING NOT LESS THAN 2db, CONCRETE COVER NOT LESS THAN db.10. IF EPOXY-COATED REINFORCEMENT IS USED, THE DEVELOPMENT/LAP SPLICE LENGTHS HEREIN SHALL BE MULTIPLIED BY APPLICABLE FACTORS IN ACI 318-14 SECTIONS 25.4.2.4 OR 25.4.3.2.

11. IN LIEU OF LAP SPLICES, PROVIDE TYPE 2 COUPLERS PER IAPMO ER 0129.

STAGGER COUPLERS SO THAT COUPLERS DO NOT OCCUR IN ROW.

FINISHED BEND

DIAMETER
"D" IN INCHES

BAR SIZE
#9
#10#11#14#18
9 1/2"
10 3/4"
12"24"
18 1/4"

STANDARD HOOKS

INSIDE BENDDIA D, TYP
90° HOOK
180° "U" HOOK
JOINT FACE @ STD HOOK,OUTSIDE OF TIE @ CONFINED HOOK2" MINSIDE COVER IS REQ'D

FOR STRAIGHT BAR EMBED,
USE DEVELOPMENT LENGTH Ld

CLOSED TIE / HOOP

ROUND HOOP

CONTACT SPLICE

NON-CONTACT SPLICE
1:6 MAX SHOP

BEND ALLOWED

LAP SPLICES
BAR
SIZE
#3#4#5#6#7#8#9
#10#11
68 10121416182022
2229364363728191
101
TOP
293847568294
106119132
2329
102
918172634337
679
101214151719
151924294248546167
25334149718191
103114
202532385563718088
6698
1112141617
131722263843485460
2330374564738293
102
172329345056637178
3000 PSI NWC
#3#4#5#6#7#8#9
#10#11
#3#4#5#6#7#8#9
#10#11
4000 PSI NWC 5000 PSI NWC

STD HOOK
Ld(in)
DEVELOPMENT LENGTH LAP SPLICE (in) CLASS B
OTHER

STD & CONFINED HOOKS
(NON-STIRRUP/TIE)

CAP / CROSS TIE

BEAM TIE / STIRRUP

STIRRUP & TIE HOOKS
(#8 & SMALLER ONLY)

TOP OTHER
172228334855627078
192531375462707987172328344956637178
L (in) dh

DETAILING
DIMENSIONING db
6db (#3, #4, #5), 3" MIN
12db (>#5)
6db 3" MIN
4db(#3, #4, & #5)
6db (#6, #7, & #8)
12db
MIN
2" MIN
COVER
4db MIN &
2 1/2" MIN

MIN HOOK EMBED
LENGTH Ldh
6db(#8 & SMALLER)
8db(#9, #10 & #11)
db db 6" OVERLAP W/ 90° HOOKS
db
"A" MIN
6" MAXSPLICE LENGTH CLASS B TYPICAL
#4#5#6#7#8#3
8"
5 1/4"4 1/2"3 3/4"
3"
2 1/4"
NOTE:DIM "A" SHALL BE THE GREATER OF:• 1"• 1.33 TIMES THE MAXIMUM AGGREGATE THICKNESS.
• THE LARGER OF THE
SPLICED BAR DIAMETER.
#4 NOSE BAR

BEND TYP REINF

OVERLAP TYP
SLAB REINF.

FINISH
GRADE
(2)-#4 CONT

HOOK TYP REINF

CONST JOINT
MATCH SLAB REINF,(#4@16" O.C. E.W. MIN)
(2)-#4 STD HOOK

EDGE OF SLAB SLAB STEP

SLAB DEPRESSION SLAB DEPRESSION ALT

SEE DETAILFOR CURB

CURB INFO
WHERE
OCCURS
A B
C D
1 6
LAP
SPLICE
1 1
12" MIN
12" MIN
10 S-1.1
12" MIN
12" MIN
2' - 6" MAX
6"
1' - 6"
"T"
MAX
"T"
"T"
3"
"T"
1 1

CUT BACK SPALL

NEAT CUT TRENCH

CL CURB

MINIMUM FORMWORK(UNLESS FULLY FORMED)

CONTINUOUS

CLEAN-OUT
2X PLANKING
TYP

FOOTING WIDTH SHOWN
ON DWG +2" MIN
4" MIN
6" MIN
NOTES:1. FOOTINGS POURED AGAINST EARTH ARE SUBJECT TO APPROVAL OF GEOTECH. ENGR.2. FOOTING WIDTHS SHALL NOT BE MORE THAN 4" WIDER THAN SHOWN ON PLAN.3. FORMWORK NOT PERMITTED BELOW GRADE UNLESS FULLY FORMED.4. FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INTO NEAT EXCAVATIONS PROVIDED THE FOUNDATION TRENCH WALLS ARE STABLE AS DETERMINED BY THE GEOTECHNICAL ENGINEER. THE MINIMUM FORMWORK SHOWN ON THE DRAWINGS IS MANDATORY TO ENSURE CLEAN EXCAVATIONS IMMEDIATELY PRIOR TO AND DURING THE PLACING OF CONCRETE.5. CONT CLEAN-OUT STAKES NOT PERMITTED IN THE FTG AREA.6. AFTER CONCRETE HAS SET, REMOVE LAITANCE AND SCUM. 2 1

NO EXCAVATION PERMITTED BELOW THIS LINE

OR PER SOILS ENGINEER'S RECOMMENDATION

BOTT OF FTG
NOTE:THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING OR OTHERWISE MAINTAINING THE SIDES OFTHE EXCAVATION FROM CAVE-INS UNTIL ALL BACKFILL IS COMPLETED PER SPECIFICATIONS ANDGEOTECHNICAL REPORT. 9"
MIN
1' - 6" MIN

SEE FOR

ADDT'L INFO
(N) CONC SLABTO MATCH EXISTING(4 1/2" MIN W/#3 @ 12" O.C. E.W.) #4 @ 12" O.C.(3 BARS MIN)
#4 DOWELS @ 12" O.C.
@ TRENCH
(N) CONC SLABTO MATCH EXISTING(4 1/2" MIN W/#3 @ 12" O.C. E.W.) #4 DOWELS @ 12" O.C. @ ADJOINING SLAB
#4 DOWELS TO MATCH SLAB REINF
NOTES:1. VAPOR BARRIER MUST BE PROTECTED
IN PLACE FROM DAMAGE AND PUNCTURE.

2. WHERE VAPOR BARRIER IS DAMAGED,
PROVIDE NEW VAPOR BARRIER, OVERLAY THE (E) DAMAGED VAPOR BARRIER 6" MIN OVERLAP ALL AROUND

FLOOR LINE/FINISH PER

ARCHT'L DRAWINGS
(E) SLAB (E) SLAB
(E) SLAB
ICC # ESR-2508
6" MIN W/ SIMPSON
"SET-XP" EPOXY
EQ EQ
PER PLAN, 24" MIN
3" CLR
TYP
EQ EQ

LAP SPLICE
ICC # ESR-2508
6" MIN W/ SIMPSON
"SET-XP" EPOXY

FLOOR LINE/FINISH PER

ARCHT'L DRAWINGS
* SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF SLAB PATCH. #4 DOWEL W/ STD HOOK @ 16"O.C. U.N.O.

CONC SLAB W/ OPTIONAL CJ LOCATION
4" MIN THICKNESS
#4 CONT U.N.O.
3/4" CHAMFER U.N.O.

HOUSEKEEPING PAD

CONCRETE CURB B
A
OPTIONAL CONST JT#4 DOWELS @ 12"O.C. AROUNDPERIMETER W/ STANDARD HOOK

CONC SLAB W/
4" MIN THICKNESS
3/4" CHAMFER U.N.O.

ANCHORAGE PER MEP DRAWINGS

WHERE OCCURS
1 1
#4 CONT.
#4 CONT. TYP
#4 @ 12"O.C. EA WAY
8" MAX
4" MIN
3"
CLR 3" CLR 12" MIN TYP
12"
MIN
12" MAX
4" MIN
3" CLR
TYP 3" CLR
TYP
12"
MIN
6" MAX
4" MIN
6" MIN EDGE DISTANCE

PER ARCHT'L

MEP DRAWINGS
1 1/2" CLR
1 1
R
E
G
I

ST ERED

PROFESS IONAL
ENG
I
N
E
E
RNo.

Exp. 9/30/24
S4029
Y

OUN G - K EU N N A
M

STAT E OF CAL I FORN IA
S

T R U C T U R A
L

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240Irvine, CA 92612Tel. 949.679.0870Fax. 949.679.9370Project No.: J851 Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
PROJECT #:

SHEET #:

SHEET NAME:SHEET ISSUE DATE:

PROJECT PHASE:DRAWING SET:

SCALE:

PROJECT ADDRESS

CITY OF HERMOSA BEACH
DATE

PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:

CIP 689 - CLARK BUILDING RENOVATIONS
SHT. __ OF 63

FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT.

BENCH MARK:

DATE
PLANS PREPARED BY:

ARCHITECT NAME, RCE LICENSE No.

STAT E OF CA L I FORN I A

L ICENSED ARCHI TECT
NO. C 9412
REN. 5/31/23
STEPHEN M.

ALBERT
SHEET SIZE: 30" X 42" ARCH E1

DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/23

SHEET INFORMATION
N.T.S.

S-1.1

PERMIT SET

CONSTRUCTION

DOCUMENTS TYPICAL DETAILS
08/16/2022
861 VALLEY DR.

HERMOSA BEACH, CA 90254

TYPICAL DETAILS
S-1.1 SCALE:N.T.S.

TYPICAL CONC REINFORCEMENT DETAILS
5 AND DEVELOPMENT LENGTHS
S-1.1 SCALE:N.T.S.
9 TYPICAL SLAB ON GRADE DETAILS
S-1.1 SCALE:N.T.S.
3 FOOTING POURED AGAINST EARTH
S-1.1 SCALE:N.T.S.
4 TYPICAL EXCAVATION PARALLEL TO FTG
S-1.1 SCALE: 3/4" = 1'-0"
6 SLAB ON GRADE PATCH DETAIL
S-1.1 SCALE:N.T.S. REF DET:9 S-1.1

TYPICAL CONCRETE PAD AND CURB ON
10 GRADE

REVISIONS
No. DESCRIPTION DATE
5755
101
94 CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
04/22/2024 24-001

Page 416 of 2548 ends

"D"
3 1/2" END OF LEDGER 3 1/2" 3 1/2" ANCHOR BOLT
3 BOLT
DIA
"B"
D/3 MAX
WHERE DEPTH OF NOTCH "B" IS GREATER THAN D/5 PROVIDE ANCHOR BOLT AT EA SIDE OF NOTCH AS SHOWN.

NOTE:DRILL HOLE IN CORNER PRIOR TO NOTCHING.

LEDGER A

PURLINS AND BEAMS B

DOUBLE TOP PLATE D
L/3 MIN 2D MIN
D/3

MAX , TYP
D/6
MAX
1 1/2"
MIN

FLOOR OR

ROOF JOIST

OR BEAMS L
(TO SUPPORT)
1 1/2"
MIN
D/4
MAX
"D"
1 1/2" MAX
UNO

DRILL HOLE AT CORNER PRIOR TO NOTCHING

SUPPORT SUPPORT
NOTES:1. NOTCHES AND DRILLED HOLES AS SHOWN ABOVE MAY BE USED ONLY WITH THE APPROVAL OF THE STRUCTURAL ENGINEER ON RECORD.2. DO NOT PLACE NOTCH BETWEEN SUPPORTS. "W"
6" MIN
W/4 MAX
NOTE:WHEN DIA OF HOLE EXCEEDS C/3 IT SHALL BE TREATED AS A NOTCH.

WOOD STUD C
"B"
STRAP AND NAIL @ EA. PLATE SEE TABLE
1' - 0"
MIN
"A" 1' - 0" MIN
D/2 D/2
"C"
NOTE:WHERE NOTCH IS GREATER THAN 1" PROVIDE 10 GA STRAP W/ WIDTH SAME AS DBL TOP PL.TOP PL OF SHEAR WALLS SHALL NOT BE NOTCHED UNLESS SPECIFICALLY DETAILED.

SILL PLATE E
5" MIN
9" MAX

END OF SILL
PL
STRAP AND NAIL @
EA. PLATE SEE
TABLE
"A" 1' - 0"
MIN
1' - 0"
MIN
5" MIN
9" MAX
5" MIN
9" MAX
"B"
"C"
D
D/2 D/2

DRILLED HOLE
NOTE:

WHERE DEPTH OF NOTCH "B" IS GREATER THAN D/5 PROVIDE ANCHOR BOLT EA SIDE OF NOTCH AS PER END REQUIREMENT. NO MORE THAN ONE NOTCH IS PERMITTED IN EVERY 12' - 0" @ SHEAR WALL.

TABLE -- MECHANICAL PENETRATIONS OF TOP AND SILL PLATES OF WOOD SHEAR WALLS

TOP AND SILL PLATES
A
(NOTCH
WIDTH)
B
(NOTCH
DEPTH)
C
(BORED
HOLE ∅)

STRAP AND NAIL
2x4 DBL.TOP PLATE, 2x4 OR 3x4 SILL PLATE
3 1/2 ''
MAX
1 1/2 ''
MAX
1 1/4 ''
MAX
1 1/4 '' x16 GA. 15'' LONG STRAP W/ (6)-10d COMMON NAILS EA. END @EA. PLATE 5 1/2 ''
MAX
5 1/2 ''
MAX
2 ''
MA
X
3 ''
MAX
2 ''
MAX
1 1/4 '' x16 GA. 21'' LONG STRAP W/ (8)-10d COMMON NAILS EA. END @EA. PLATE1 1/4 '' x16 GA. 30'' LONG STRAP W/ (11)-10d COMMON NAILS EA. END @EA. PLATE 2x6 DBL.TOP PLATE, 2x6 OR 3x6 SILL PLATE2x8 DBL.TOP PLATE, 2x8 OR 3x8 SILL PLATE 3 ''
MAX
D
OPN'G

HEADER PERSCHEDULE,SHOWN BELOW
SILL
@ SINGLE STORY

CONDITION
T.O.FLOOR
1 BAYS OF 2X BLKG
@ STRAP

LOCATIONS, TYP

TRIMMER

TO SILL
PLATE
SAME
WIDTH

AS WALL
STUDS
DBL PL @ SPANS
GREATER THAN 4' - 0"
PROVIDED @

WINDOW LOCATIONS,
TYP
A35 FOR OPENING
(TOP & BOTT)
(3)-16D @ INTERSECTION OF 6" WALL & LARGER

TYPICAL CONDITION
@ CORNER PLATE LAP
HEADER NOTES:1. SOLID HEADERS MAY BE USED W/ SAME

THICKNESS & DEPTH AS BUILT UP HEADERS STATED ABOVE

2. WHERE DISCREPANCIES BETWEEN THE

BEARING WALL HEADER SCHEDULE AND DRAWINGS OCCURS, DRAWINGS TAKE PRECEDENCE SILL PLATESEE DET 5 / S-1.3OR SEE DET 10 / S-1.1 @ CURB. (2)-16d EA END/EA PIECETOP & BOTT, TYP

NON-BEARING

PARTITION HEADERS
SPAN 2X6 STUD WALL
UP TO 6' - 0" 6X6
6' - 1" TO 10' - 0" 6X8
10' - 1" TO 15' - 0" 6X10
A35 @ TOP & BOTT
TYP.
@ HEADER
PROVIDE:(1) 2X STUDS, UP TO 6' - 0"WIDE OPENING(2) 2X STUDS, UP TO 10' - 0"WIDE OPENINGINTERNAIL STUDS W/ 16d @ 12" O.C. STAGG. TYP. 2X4 STUD
WALL
4X64X8
4X10
LSTA 24TYP

W/ CURB
#3 CONT BAR

PARTITION WALL (NON-BEARING / NON-SHERWALL)

NON-BEARING WALL
(E) SLAB ON GRADE
2 X PTDF SILL PL.1/2"ø F1554 GR36THREADED ROD @ 32" O.C.

AND #4 REBAR W/ EPOXY
@ 32" O.C. IN BETWEEN

0.145"ø POWDER DRIVEN
FASTENER @ 24" O.C.

W/ WASHERS (ICC ESR-2379)
2X PTDF SILL PLATE CONC SLAB PER PLAN

SEE SEE
SEE
2 3/4" EMBED
W/ HILTI HIT-HY200
7 S-1.2
7 S-1.2
7 S-1.2
PER ICC ESR-3187

A BOTTOM OF PARTITION B C
@ 4" OR THICKER SLABUSE 3/8"ø THREADED ROD @ 24" O.C.W/ 2 1/2" EMBEDW/ HILTI HIT-HY200PER ICC ESR-3187(SEE NOTE BELOW) NOTE:IF SLAB IS 4 1/2" THICK OR GREATER USE:0.145"ø HILTI X-CP72 @ 24" O.C.W/ WASHERS (ICC ESR-2379) 2X BLK'G @ BOTTOM OF PARTITION
48" O/C
(E)FLOOR
JOIST

DBL JOIST
(4) 10d, TYP
2x SILL PL W/
(2) 16d @ 8" O/C, U.N.O.
(E)FLOOR SHT'G TO REMAIN

DBL BLK'G PER PLAN
(E) FLOORJOIST
SEE 7 S-1.2

JOISTS PER PLAN
TOP PL

JOISTS PER PLAN
TOP PL
A34 EA SIDE

OF BRACE
(3)-16d BRACE

TO FRAMING
2X BLK'GW/ A35 @EA ENDSTAGGERED
2X BLK'G W/ SIMPSON A35EACH END, SIM TO
JOIST
2x WOOD STUD@ 16" O.C.

SIMPSON TRUSS

CLIPS MODEL DTC
@ 24" O.C. MAX
SIMPSON TRUSS CLIPS MODEL DTC@ 24" O.C. MAX

RAFTER / JOIST
2x BLK'G @ 24" O.C.W/ (3)-16d EA END
A35 @ EA SIDE
TYP

STAGGERED

PERPENDICULAR TO WALL PARALLEL TO WALL A B
JOIST
B
C
D

FOR FRAMING ELEVATIONSEE

FOR BOTTOM CONNECTION

AT CONCRETE SEE

BRACING PERPENDICULAR TO WALL

BRACING PARALLEL TO WALL

FOR BOTTOM CONNECTION

AT CONCRETE SEE

FOR BOTTOM CONNECTION

AT CONCRETE SEE

FOR BOTTOM

CONNECTION

AT CONCRETE SEE
1/2"
GAP
1/2"
GAP
3 S-1.2
3 S-1.2
3 S-1.2
3 S-1.2
2x6 CONT
W/ (2)-10d

TO EA JOIST

CEILING LINE
2x WOOD STUD@ 16" O.C.
2x6 CONT
W/ (2)-10d

TO EA BLK'G

CEILING LINE
1 S-1.2
T.O.PARTITIONWALL PER ARCHT'L

CEILING LINE

FLOOR LINE
PROVIDE 2X6 CONT H@ MIDSPAN WHERE BRACE EXCEEDS6' - 0" W/ (2)-16d 2X6 BRACING W/(3)-16d EA END @ 8' - 0"OC WHERE WALL IS:2X4 AND H > 14' - 0"2X6 AND H > 22' - 0"

SUPPORTED

FRAMING

BN SHEATHING

SIMPSON HANGER SUPPORTING BEAM BLOCKING

PER SCHEDULE

RAFTER/JOIST TO WOOD BEAM

SUPPORTED FRAMING HGR TYPE
2x "JB/LB"
SKEWED 2x "BA"MULTI 2x 3x AND LARGER "WP"I-JOIST/ MULTI I-JOIST "MIT"I-JOIST W/ STIFF "HIT" GLB "HGLT"
"WP"
(E) JOIST
(N) 10d NAILS @ 6" O/CTYP @ (N) PLYWOODTO (N)NAILER
(N) 2x NAILER

NAILED TO
(E)FRAMING
W/16d @ 6" O/C
TYP
(N)PLYWOOD

TO MATCH

EXISTING
(N) 2x JOIST TO MATCH (E) JOIST SIZE@ 16" O/C
JOIST HANGERPERDET.
(E)FRAMING
10 S-1.2
4X6 MIN @48"O.C. W/ SIMPSON HD3B @B.S.
18" MIN
(E)CONC WALL
(E)WALL
CONT STRAPSIMPSON CS14
3x FULL BLK'G
AT CS14
(E) (2)2x JOISTTO REMAIN((2)2X6 MIN V.I.F.)
(E)LEDGERTO REMAIN
EQEQ
4X6 MIN @48"O.C.
(E)CONC WALL
(E)JOIST TO REMAIN
(E) (2)2x JOISTTO REMAIN((2)2X6 MIN V.I.F.)
2 3/4"
P.T. LEDGER PER PLAN
2 1/2"
JOIST MATCH TO(E)C.J. W/ SIMPSON HANGERSEEDET
10 S-1.2
EPOXY A.B.

W/5" EMBED MIN
R
E
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PROFESS IONAL
ENG
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RNo.

Exp. 9/30/24
S4029
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OUN G - K EU N N A
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STAT E OF CAL I FORN IA
S

T R U C T U R A
L

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240Irvine, CA 92612Tel. 949.679.0870Fax. 949.679.9370Project No.: J851 Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
PROJECT #:

SHEET #:

SHEET NAME:SHEET ISSUE DATE:

PROJECT PHASE:DRAWING SET:

SCALE:

PROJECT ADDRESS

CITY OF HERMOSA BEACH
DATE

PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:

CIP 689 - CLARK BUILDING RENOVATIONS
SHT. __ OF 63

FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT.

BENCH MARK:

DATE
PLANS PREPARED BY:

ARCHITECT NAME, RCE LICENSE No.

STAT E OF CA L I FORN I A

L ICENSED ARCHI TECT
NO. C 9412
REN. 5/31/23
STEPHEN M.

ALBERT
SHEET SIZE: 30" X 42" ARCH E1

DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/23

SHEET INFORMATION
N.T.S.

S-1.2

PERMIT SET

CONSTRUCTION

DOCUMENTS TYPICAL DETAILS
08/16/2022
861 VALLEY DR.

HERMOSA BEACH, CA 90254

TYPICAL DETAILS
S-1.2 SCALE:N.T.S.
9 HOLES AND NOTCHING IN WOOD FRAMING
S-1.2 SCALE:N.T.S. REF DET:7 S-1.2

TYP NON-BEARING WALL AND OPENING
1 FRAMING
S-1.2 SCALE: 3/4" = 1'-0" REF DET:7 S-1.2
3 BOTTOM OF NON-BEARING PARTITIONS
S-1.2 SCALE:N.T.S. REF DET:3 S-1.2
7 NON-BEARING WALL TO SAWN LUMBER
S-1.2 SCALE:N.T.S. REF DET:11 S-1.2
10 HANGER SCHEDULE
S-1.2 SCALE:N.T.S. REF DET:1 S-3.1
11 ROOF INFILL DETAIL
S-1.2 SCALE:N.T.S. REF DET:1 S-3.1
12 (N) FRAMING TO (E) CONC WALL

REVISIONS
No. DESCRIPTION DATE
5856
101
94 CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
04/22/2024 24-001

Page 417 of 2548 ends

(E) CONC WALL

SECTION ELEVATION A
#10 SMS, TYP
2X6@ 16" O.C.

A- 3" TYP
10d @6"O.C.
2X6 PT CONT PLATE
W/ 1/2" DIA

STIMPSON TITEN HD
W/ 2" EMBED @ 4"O.C.
2X6 @16"O.C.U.N.O.
1/2" PLYWOOD SHT'G
1/2" PLYWOOD SHT'G TYP
SIM
TYP
PL 3/4"X10"X5 1/2"
W/ (2) 1/2"Ø KB-TZ-2
(3 1/2" MIN EMBED)
(E) CONC
(E) CONC
1/2"Ø HILTI KB-TZ-2W/ 3 1/2"EMBEDMENT

CEILING PER

ARCHT'L

ADD'L PL
3/8"X3"X1'-0"
HSS4x4x1/4
PL 3/8"X3"X1'-0" @24" O.C. AT EACHVERT
PL 3/8"X3"X1'-0" @18" O.C.

OPENING IN (E) CONCWALL
CL HSS

EDGE OF

OPENING (E) CONC

HSS COL
HSS BM
1/4" CAP PL
1/2"Ø HILTI KB-TZ W/ 3 1/2"

EMBEDMENT
CL HSS
A
B
C D
A
C
D
A
B
+/- 6"
1 1/2" 1 1/2"
3" MIN
EDGE DIST.
3/16
4"
3/16
N.S.

F.S.
(E)FLOOR
(E)FOOTING
1 1/2"NON-SHRINKGROUT
6"

EPOXY DOWEL

MATCH TO REINF BAR

EPOXY DOWEL

MATCH TO REINF BAR
Ld
Ld
(E)OPN'G PER PLAN
(E)OPN'G PER PLAN #5 HORIZ REINF @12"O.C. #5 VERT REINF @12"O.C.

Ld
(E)CONC COL
2' - 3" V.I.F.

CONC WALL
8" V.I.F.

EQEQ
1 1/2" TYP
1 1/2" TYP
(E)CONC
COL
(N)HSS4X4X1/4OR CHANNELPER ELEVATION
3/8" THK X 5" WIDTH STL PL
W/1/2"Ø HILTI KB-TZ-2
W/ 3 1/2" EMBED
A-A
A-A
TYP
(E) CONC
1/2"Ø HILTI KB-TZ-2W/ 3 1/2"EMBEDMENT

TOP OF (E) CONC WALL

CL CHANNEL

EDGE OF

OPENING

CHANNEL

PER PLAN
A
D
C
A
B
3/16
3 SIDES
1" MIN
EDGE DIST.
+/- 6"
C6X15.1W/1/2"Ø HILTI KB-TZ-2@18"O.C.

C6X15.1W/1/2"Ø HILTI KB-TZ-2@24"O.C.
(E) CONC

CL CHANNEL
C
3/16
3 SIDES
1 1/2"NON-SHRINKGROUT
PL 3/4"X12"X4"
W/ (2) 1/2"Ø KB-TZ-2
(3 1/2" MIN EMBED)

CEILING PER

ARCHT'L
A-A
6"
(E)BRICKWALL
(E)CONC BM
1 1/2" TYP
6"
(E)CONC BM
(N)HSS
PER

PLAN (N)HSS COL PER PLAN
(E)BRICKWALL
A-A
3/8" STL PLW/ (2)-3/4" DIA EPOXY A.B.W/ EPOXY X 10" EMBED @24"O.C. (ESR-4144) 1"
16" MIN
1 6 "
1 1/2" TYP
(N)OPN'G
1"
16" MIN

EDGE OF

OPENING
B
C
B
C
(E)CONC BM
(E)BRICKWALL
(N)HSS

PER PLAN
(N)HSS

PER PLAN
3/8" STL PLW/ (2)-3/4" DIA EPOXY A.B.X 6" EMBED MIN3/8" STL PLW/ (2)-3/4" DIA EPOXY A.B.W/ EPOXY X 10" EMBED @24"O.C. (ESR-4144) 4" MIN
3/16
N.S.F.S.
3/16
N.S.F.S.
* SPECIAL INSPECTION IS
REQUIRED FOR EPOXY A.B.

TO (E)MASONRY WALL.
1' - 8"
16"
D
(N)HSS BM

PER PLAN
** VERIFY (E)CONC. BEAM

ELEVATION AND SIZE PRIOR
TO CONSTRUCTION.

D
(E)CONC BMV.I.F.
(N)OPN'G

SEE MECH &
ARCH DWGS.
(E)MASONRY

WALL TO
REMAIN
(E)GLAZING

SEE ARCH
6"
6" MIN
(N)HSS BMPER PLAN
N.S.F.S.
1/2"
SEE ARCH V.I.F.
1' - 8" 2"
(N)20"X10"X3/8" ST'L PLW/ (2)-3/4" DIA. EPOXY
A.B. X10" EMB.
@32" O.C.

R
E
G
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PROFESS IONAL
ENG
I
N
E
E
RNo.

Exp. 9/30/24
S4029
Y

OUN G - K EU N N A
M

STAT E OF CAL I FORN IA
S

T R U C T U R A
L

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240Irvine, CA 92612Tel. 949.679.0870Fax. 949.679.9370Project No.: J851 Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
PROJECT #:

SHEET #:

SHEET NAME:SHEET ISSUE DATE:

PROJECT PHASE:DRAWING SET:

SCALE:

PROJECT ADDRESS

CITY OF HERMOSA BEACH
DATE

PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:

CIP 689 - CLARK BUILDING RENOVATIONS
SHT. __ OF 63

FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT.

BENCH MARK:

DATE
PLANS PREPARED BY:

ARCHITECT NAME, RCE LICENSE No.

STAT E OF CA L I FORN I A

L ICENSED ARCHI TECT
NO. C 9412
REN. 5/31/23
STEPHEN M.

ALBERT
SHEET SIZE: 30" X 42" ARCH E1

DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/23

SHEET INFORMATION
As indicated
S-1.3

PERMIT SET

CONSTRUCTION

DOCUMENTS TYPICAL DETAILS
08/16/2022
861 VALLEY DR.

HERMOSA BEACH, CA 90254

TYPICAL DETAILS
S-1.3 SCALE:N.T.S. REF DET:2 S-6.1
1 CONC WALL INFILL W/ METAL STUDS
S-1.3 SCALE: 3/4" = 1'-0" REF DET:1 S-6.1
3 (N) HSS REINF @ (N) OPENING
S-1.3 SCALE:N.T.S. REF DET:2 S-6.1
2 CON WALL INFILL
S-1.3 SCALE: 1" = 1'-0" REF DET:1 S-3.1
4 HSS TO (E)CONC COL
S-1.3 SCALE: 3/4" = 1'-0" REF DET:2 S-6.1
5 (N) CHANNEL REINF @ (N) OPENING
S-1.3 SCALE: 1" = 1'-0" REF DET:1 S-6.1
6 HSS TO (E)CONC COL

REVISIONS
No. DESCRIPTION DATE
5759
101
94 CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
04/22/2024 24-001

Page 418 of 2548 ends

1 1
2 23 34 45 5
FF
EE
DD
CC
BB
AA
78' - 11 5/8"
15' - 9 1/2" 15' - 9 1/2" 15' - 9 1/2" 15' - 9 1/2" 15' - 9 1/2" 58' - 11 1/2"
14' - 8 5/8" 14' - 9" 14' - 9" 14' - 8 3/4" (E) RAISED FLOOR AREA

RAMP SEE CIVIL DWGS

STAIRSEE CIVIL DWGS
(E) CONC SLAB ON GRADE(E) CONC SLAB ON GRADE
(E) CONC FTG
(E) CONC FTG
(E)F.J.

V.I.F.
(E)F.J.

V.I.F.
(E)CONC WALL

ELEVATION
(E)FTG V.I.F.
(E)RETAINING WALLV.I.F.
(N)CONC PAVEMENT PER CIVIL

STAIR (N)CONC PAVEMENT PER CIVIL

SEE CIVIL DWGS

STAIRSEE CIVIL DWGS
S-6.1
1 S-6.1
2 HSS4X4X1/4
HSS4X4X1/4
HSS6X4X1/4
3 S-1.2
@FRAMINGTYP
3 S-1.2
@S.O.G.TYP
(E)CONC WALL

ELEVATION
C
A

INFILL (E)OPN'GW/ WOOD FRAME INFILL (E)OPN'G

W/ CONCRETE

INFILL (E)OPN'GW/ CONCRETE
3 S-4.1
(N) 6" THK CONC PAD
HSS3X3X1/4@4' - 0" O.C.
5 S-4.1
2 S-4.1
5" 5" 5" 5"
TYP
S-4.1
6 TYP
HSS3X3X1/4@4' - 0" O.C.
5"
1 S-4.1

TYP (N) SLABTO (E) FTG
FOUNDATION NOTES:1. FOR GENERAL NOTES, SEE S-0.# SERIES.2. FOR TYPICAL DETAILS, SEE S-1.# SERIES.WALL LEGEND:1. : (E) BRICKWALL TO REMAIN.2. : (E) 12" THK CMU WALL TO REMAIN.3. : (E) CONC WALL TO REMAIN.4. : (E) WOOD FRAME WALL TO REMAIN.5. : (N) NON-BEARING PARTITIONS.

R
E
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ST ERED

PROFESS IONAL
ENG
I
N
E
E
RNo.

Exp. 9/30/24
S4029
Y

OUN G - K EU N N A
M

STAT E OF CAL I FORN IA
S

T R U C T U R A
L

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240Irvine, CA 92612Tel. 949.679.0870Fax. 949.679.9370Project No.: J851 Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
PROJECT #:

SHEET #:

SHEET NAME:SHEET ISSUE DATE:

PROJECT PHASE:DRAWING SET:

SCALE:

PROJECT ADDRESS

CITY OF HERMOSA BEACH
DATE

PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:

CIP 689 - CLARK BUILDING RENOVATIONS
SHT. __ OF 63

FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT.

BENCH MARK:

DATE
PLANS PREPARED BY:

ARCHITECT NAME, RCE LICENSE No.

STAT E OF CA L I FORN I A

L ICENSED ARCHI TECT
NO. C 9412
REN. 5/31/23
STEPHEN M.

ALBERT
SHEET SIZE: 30" X 42" ARCH E1

DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/23

SHEET INFORMATION
As indicated
S-2.1

PERMIT SET

CONSTRUCTION

DOCUMENTS FOUNDATION PLAN
08/16/2022
861 VALLEY DR.

HERMOSA BEACH, CA 90254

FOUNDATION PLAN
S-2.1 SCALE: 1/4" = 1'-0" REF DET:1 S-6.1
1 FOUNDATION PLAN
N

REVISIONS
No. DESCRIPTION DATE
6058
101
94 CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
04/22/2024 24-001

Page 419 of 2548 ends

ROOF FRAMING NOTES:

1. FOR GENERAL NOTES, SEE S-0.# SERIES.2. FOR TYPICAL DETAILS, SEE S-1.# SERIES. 1 12 23 34 45 5
FF
EE
DD
CC
BB
AA

NOT IN SCOPE
(E)C.J. TO REMAIN
V.I.F.
(E)C.J. TO REMAIN
V.I.F.
(E)C.J. TO REMAIN
V.I.F.
(E)C.J. TO REMAIN
V.I.F.
(E)C.J. TO REMAIN
V.I.F.
(E)WOOD TRUSS
(E)WOOD TRUSS
(E)WOOD TRUSS
(E)WOOD TRUSS
(E)DBL JOIST TO REMAIN
(2)2X6 MIN (V.I.F.)
2X JOIST @16"O.C.MATCH TO EXISTING
(E)WOOD SHEARWALLTO REMAIN
(E)WOOD

SHEARWALL

TO REMAIN
(E)WOOD SHEARWALLTO REMAIN
(E)C.J. TO REMAIN
V.I.F.

S-6.1
1 S-6.1
2 HSS4X4X1/4 MC6X15.1
HSS6X4X1/4
MC6X15.1 MC6X15.1 MC6X15.1
S-1.3
4 S-1.3
4 S-1.3
4 S-1.3
4 3X8 P.T. LEDGER
W/ 5/8" DIA EPOXY A.B.
@8"O.C. STAGG X 5" EMBED MIN
INFILL ROOF OPN'GFOR (E)CHIMNEYSEEDET 11 S-1.2 12 S-1.2 FRAMING @CEILING R
E
G
I

ST ERED

PROFESS IONAL
ENG
I
N
E
E
RNo.

Exp. 9/30/24
S4029
Y

OUN G - K EU N N A
M

STAT E OF CAL I FORN IA
S

T R U C T U R A
L

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240Irvine, CA 92612Tel. 949.679.0870Fax. 949.679.9370Project No.: J851 Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
PROJECT #:

SHEET #:

SHEET NAME:SHEET ISSUE DATE:

PROJECT PHASE:DRAWING SET:

SCALE:

PROJECT ADDRESS

CITY OF HERMOSA BEACH
DATE

PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:

CIP 689 - CLARK BUILDING RENOVATIONS
SHT. __ OF 63

FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT.

BENCH MARK:

DATE
PLANS PREPARED BY:

ARCHITECT NAME, RCE LICENSE No.

STAT E OF CA L I FORN I A

L ICENSED ARCHI TECT
NO. C 9412
REN. 5/31/23
STEPHEN M.

ALBERT
SHEET SIZE: 30" X 42" ARCH E1

DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/23

SHEET INFORMATION
As indicated
S-3.1

PERMIT SET

CONSTRUCTION

DOCUMENTS CEILING FRAMING
PLAN
08/16/2022
861 VALLEY DR.

HERMOSA BEACH, CA 90254

CEILING FRAMING PLAN
N
S-3.1 SCALE: 1/4" = 1'-0"
1 ROOF FRAMING PLAN

REVISIONS
No. DESCRIPTION DATE
6159
101
94 CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
04/22/2024 24-001

Page 420 of 2548 ends

4"
EQ EQ
HSS3X3X3/16@6'-0" O.C.7'-0" MAXIN HEIGHT
1/8

SCREEN PANELBY OTHERSSEE ARCT'L
1/2" THK. X 5" X 10" BASE PLATEW/ (2)-3/4" DIA. HILTI KB-TZ2(HOT DIP GALV. OR SS)X 5 1/2" EMB. 4"
7"
5"
5"
7"
4" MIN
4" MIN
7" 1 1/2"
1 1/2"
1/8
1/2" THK. BASE PLATEW/ (3)-3/4" DIA. HILTI KB-TZ2(HOT DIP GALV. OR SS)X 5 1/2" EMB. 1' - 6"
1' - 0" 1' - 0"
+/- 1'-10"

SEE ARCHT'L
S-4.1
4 SCREEN POST

WHERE OCCURS

SCREEN PANELBY OTHERS

SUBGRADE SHALL BE
COMPACTED TO MINIMUM OF 90%

W/ NO LOOSE SOIL ON TOP
6" THK CONC SLAB
W/ #4 @12"O.C. E.W.

F.G.
+/- 6"
6" THK CONC PAD
W/ #4 @12"O.C. E.W.
1' - 0"
MIN
MIN
1' - 0"
EQEQ
(2) #4
SUBGRADE SHALL BE COMPACTED TO MINIMUM OF 90%W/ NO LOOSE SOIL ON TOP S-4.1
4 SCREEN POST

WHERE OCCURS SCREEN PANEL

BY OTHERS
F.G.
6" THK CONC PADW/ #4 @12"O.C. E.W.
(E)FTG

TO REMAIN
(E)WALL

TO REMAIN

SUBGRADE SHALL BE
COMPACTED TO MINIMUM OF 90%

W/ NO LOOSE SOIL ON TOP
#4 DOWELS

TO MATCH SLAB REINF
6"MIN W/ SIMPSON
"SET-XP" EPOXY
ICC #ESR-2508
* EMB. 5" EMB. INTO (E)8" THK. CONC. WALL
10" EMB. INTO (E)13" THK. MASONRY WALL
18" MIN
Ld EMB.*

EPOXY DOWELMATCH TO SLAB REINF BAR
+/- 6"
6" THK CONC PADW/ #4 @12"O.C. E.W.

V.I.F.

MIN
1' - 0"
EQEQ
(2) #4
SUBGRADE SHALL BE COMPACTED TO MINIMUM OF 90%W/ NO LOOSE SOIL ON TOP S-4.1
4 SCREEN POST

WHERE OCCURS SCREEN PANEL

BY OTHERS

MATCH BOTTOM OF FOOTING
+/- 6" TO (E) WELL BASE
F.G.
(E)CONC. WELLTO REMAIN
CONT L-4X4X1/4
W/3/4" EPOXY A.B X 10" EMBED
@ 24" O.C. (ESR-4144)

SCREEN PANELBY OTHERS
(E) MASONRY WALL

PLAN VIEW
R
E
G
I

ST ERED

PROFESS IONAL
ENG
I
N
E
E
RNo.

Exp. 9/30/24
S4029
Y

OUN G - K EU N N A
M

STAT E OF CAL I FORN IA
S

T R U C T U R A
L

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240Irvine, CA 92612Tel. 949.679.0870Fax. 949.679.9370Project No.: J851 Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
PROJECT #:

SHEET #:

SHEET NAME:SHEET ISSUE DATE:

PROJECT PHASE:DRAWING SET:

SCALE:

PROJECT ADDRESS

CITY OF HERMOSA BEACH
DATE

PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:

CIP 689 - CLARK BUILDING RENOVATIONS
SHT. __ OF 63

FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT.

BENCH MARK:

DATE
PLANS PREPARED BY:

ARCHITECT NAME, RCE LICENSE No.

STAT E OF CA L I FORN I A

L ICENSED ARCHI TECT
NO. C 9412
REN. 5/31/23
STEPHEN M.

ALBERT
SHEET SIZE: 30" X 42" ARCH E1

DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/23

SHEET INFORMATION
1" = 1'-0"
S-4.1

PERMIT SET

CONSTRUCTION

DOCUMENTS FOUNDATION

DETAILS
08/16/2022
861 VALLEY DR.

HERMOSA BEACH, CA 90254

FOUNDATION DETAILS
S-4.1 SCALE: 1" = 1'-0" REF DET:1 S-2.1
4 (N) SCREEN POST BASE
S-4.1 SCALE: 1" = 1'-0" REF DET:1 S-2.1
3 (N) CONC SLAB ELEVATED EDGE
S-4.1 SCALE: 1" = 1'-0" REF DET:1 S-2.1
2 (N) CONC SLAB EDGE
S-4.1 SCALE: 1" = 1'-0" REF DET:1 S-2.1
1 (N) CONC SLAB TO (E) FOUNDATION

REVISIONS
No. DESCRIPTION DATE
S-4.1 SCALE: 1" = 1'-0" REF DET:1 S-2.1
5 (N) CONC SLAB EDGE AT (E) WELL
S-4.1 SCALE: 1" = 1'-0" REF DET:1 S-2.1

SCREEN WALL CONNECTION TO
6 (E) MASONRY WALL
6062
101
94 CITY OF HERMOSA BEACH

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GROUND FLOOR
(E) BALLROOM FF
C D
(N)OPN'G

SEE ARCHT'L
(E)OPN'G
HSS6X4X1/4
HSS6X4X1/4
HSS6X4X1/4
(E)CONC FTG
(E)CONC BM
S-1.3
6 S-1.3
3 SIM

GROUND FLOOR
(E) BALLROOM FF

A B C D E F
(N)OPN'G (E)OPN'G (N)OPN'G (E)OPN'G (E)OPN'G

INFILL (E)OPN'GW/ WOOD FRAMESEEDET

INFILL (E)OPN'GW/ CONCRETESEEDET
EXTEND

EXTEND (E)OPN'G
(E)OPN'G

EXTEND(E)OPN'G
(E)CEILING LINE
(E)CEILING LINE HSS4X4X1/4
HSS4X4X1/4
MC6X15.1
MC6X15.1
MC6X15.1 MC6X15.1 MC6X15.1
MC6X15.1
MC6X15.1
MC6X15.1
1 S-1.3
2 S-1.3
5 S-1.3
5 S-1.3
5 S-1.3
5 S-1.3
S-1.3
4 S-1.3
4 SIM @

CHANNEL
TYP@HSS

INFILL (E)OPN'GW/ CONCRETESEEDET
2 S-1.3

EXTEND(E)OPN'G
MC6X15.1
MC6X15.1 S-1.3 4
SIM @CHANNEL
S-1.3
3 TYP
@HSS
D
S-1.3
3 TYP C
S-1.3
5 TYP@CHANNEL
D
R
E
G
I

ST ERED

PROFESS IONAL
ENG
I
N
E
E
RNo.

Exp. 9/30/24
S4029
Y

OUN G - K EU N N A
M

STAT E OF CAL I FORN IA
S

T R U C T U R A
L

V C AE N G I N E E R S I N C
2151 Michelson Dr. #240Irvine, CA 92612Tel. 949.679.0870Fax. 949.679.9370Project No.: J851 Quality C I V I L
Service
Commitment

S T R U C T U R A L MBE SBE DBE
PROJECT #:

SHEET #:

SHEET NAME:SHEET ISSUE DATE:

PROJECT PHASE:DRAWING SET:

SCALE:

PROJECT ADDRESS

CITY OF HERMOSA BEACH
DATE

PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:

CIP 689 - CLARK BUILDING RENOVATIONS
SHT. __ OF 63

FILE NUMBER
DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT.

BENCH MARK:

DATE
PLANS PREPARED BY:

ARCHITECT NAME, RCE LICENSE No.

STAT E OF CA L I FORN I A

L ICENSED ARCHI TECT
NO. C 9412
REN. 5/31/23
STEPHEN M.

ALBERT
SHEET SIZE: 30" X 42" ARCH E1

DO NOT SCALE
STEPHEN ALBERT, C9412 5/31/23

SHEET INFORMATION
1/4" = 1'-0"
S-6.1

PERMIT SET

CONSTRUCTION

DOCUMENTS WALL ELEVATIONS
08/16/2022
861 VALLEY DR.

HERMOSA BEACH, CA 90254

WALL ELEVATIONS
S-6.1 SCALE: 1/4" = 1'-0" REF DET:1 S-2.1
1 CONCRETE WALL ELEVATION
S-6.1 SCALE: 1/4" = 1'-0" REF DET:1 S-2.1
2 CONCRETE WALL ELEVATION

REVISIONS
No. DESCRIPTION DATE
6361
101
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PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 M0.1 MECHANICAL EQUIPMENT SCHEDULES 1 1 2

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PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 M0.2 MECHANICAL NOTES 1

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AA BB CC DD EE FF 5 5 4 4 1 1 3 3 2 2 STORAGE 1 RESTROOM RESTROOM KITCHEN STORAGE 2 HALL PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 SCALE: MECHANICAL DEMOLITION FLOOR PLAN 1 1/4" = 1'-0" M1.1 MECHANICAL DEMOLITION FLOOR PLAN 1

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AA BB CC DD EE FF 5 5 4 4 1 1 3 3 2 2 196 SF STORAGE 1 / MULTI-PURPOSE ROOM 3,366 SF BALLROOM 180 SF WOMEN'S RESTROOM 172 SF MEN'S RESTROOM 467 SF KITCHEN 199 SF STORAGE 2 / MULTI-PURPOSE ROOM L07 DN DN DN DN A B C D E F 5 5 4 4 1 1 3 3 2 2 196 SF STORAGE 1 / MULTI-PURPOSE ROOM 105 180 SF WOMEN'S RESTROOM 103 172 SF MEN'S RESTROOM 102 3,366 SF BALLROOM 100 467 SF KITCHEN 101 (EXISTING) (EXISTING)

1.5% SLOPE S 199 SF STORAGE 2 / MULTI-PURPOSE ROOM 104 1.5% SLOPE 1.5% SLOPE 1.5% SLOPE 1.5% SLOPE 1.5% SLOPE

1.5% SLOPE 1.5% SLOPE
(EXISTING) (EXISTING) (EXISTING) (EXISTING) 8.3% SLOPE MAX. 8.3% SLOPE MAX.

8.3% SLOPE
MAX.

8.3% SLOPE
MAX. 8.3% SLOPE MAX.

8.3% SLOPE
MAX. N RAMP 1 RAMP 2 RAMP 3 RAMP 4 8 AD.70 1.5% SLOPE 1.5% SLOPE

1.5% SLOPE ALIGN

1.5% SLOPE 1.5% SLOPE 1.5% SLOPE 5% SLOPE MAX. DN. TO MATCH HEIGHT OF NEW CURB CUT @ SIDEWALK PER CITY PROJECT APPROX. 32' TO SIDEWALK 1.5% SLOPE (EXISTING) (E) CLEAN OUT PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 SCALE: MECHANICAL FLOOR PLAN 1 1/4" = 1'-0" M2.1 MECHANICAL FLOOR PLAN 1 1 2 2 2

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A B C D E F 54132 S PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 SCALE: MECHANICAL ROOF PLAN 1/4" = 1'-0" 1 M3.1 MECHANICAL ROOF PLAN 1 2 2

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PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 45° 45° M4.1 MECHANICAL DETAILS 1 1

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PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 M4.2 MECHANICAL DETAILS 2 2

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PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 09/08/2022 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 M5.1 T-24 FORMS 1

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PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 09/08/2022 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 M5.2 T-24 FORMS 1

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PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 09/08/2022 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 M5.3 T-24 FORMS 1

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1 3044 BD-2 CAPTIVEAIRE 4' 0" 450 DEG I MEDIUM 175 700 4" 8" 700 2005 -0.774" 430 SS WHERE EXPOSED ALONE ALONE HOOD NO TAG MODEL MANUFACTURER LENGTH MAX COOKING TEMP TYPE APPLIANCE DUTY DESIGN CFM/FT TOTAL EXH CFM EXHAUST PLENUM RISER(S) WIDTH LENG HEIGHT DIA CFM VEL SP HOOD CONSTRUCTION HOOD CONFIG END TO END ROW 1 CAPTRATE SOLO FILTER 2 16" 20" 85% SEE FILTER SPEC 3 L55 SERIES E26 NO WALL MNT 12"x42"x24" TANK FS 4.0 YES 183 LBS HOOD NO TAG FILTER(S) TYPE QTY HEIGHT LENGTH EFFICIENCY @ 7 MICRONS LIGHT(S) QTY TYPE WIRE GUARD UTILITY CABINET(S) LOCATION SIZE FIRE SYSTEM TYPE SIZE ELECTRICAL MODEL # SWITCHES QUANTITY FIRE SYSTEM PIPING HOOD HANGING WEIGHT 1 FIELD WRAPPER 18.00" HIGH FRONT, LEFT, RIGHT. RIGHT QUARTER END PANEL 20" TOP WIDTH, 0" BOTTOM WIDTH, 20" HIGH 430 SS. LEFT QUARTER END PANEL 20" TOP WIDTH, 0" BOTTOM WIDTH, 20" HIGH 430 SS. STRUCTURAL FRONT PANEL. SENSOR-CV. HOOD NO TAG OPTION 1 WALL MNT 12"x42"x24" TANK FS 4.0 200.00 LBS UTILITY CABINET(S) HOOD NO LOCATION SIZE FIRE SYSTEM TYPE SIZE ELECTRICAL MODEL # SWITCHES QUANTITY WEIGHT 4' 0"NOM./4' 0.00"OD. 30" 3" § 24" 24" 8" Ø8" U.L. LISTED L55 SERIES E26 CANOPY LIGHT FIXTURE - HIGH TEMP ASSEMBLY. 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUT. 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER. 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS. 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER. 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL ALL-THREAD. HOOD CORNER HANGING ANGLE (WEIGHT BEARING ANCHOR POINT FOR HOOD). HOOD CORNER HANGING ANGLE 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS. 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER. ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2" - 13 TPI GRADE 5 (MINIMUM) ALL-THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION BENEATH HOOD HANGING ANGLES AND ABOVE CEILING ANCHORS. MAINTAIN 1/4" OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT-LBS. (HARDWARE BY INSTALLER) WALL-MOUNT UTILITY CABINET ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2" - 13 TPI GRADE 5 (MINIMUM) ALL-THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINTS WITH 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE DOUBLED HEX NUT CONFIGURATION BENEATH UTILITY CABINET HANGING ANGLES AND ABOVE CEILING ANCHORS. MAINTAIN 1/4" OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT-LBS. CABINET TO BE HUNG BY HOOD INSTALLER. SEE UTILITY CABINET SCHEDULE FOR CABINET SIZE. 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUT. 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER. 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS. 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER. 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL ALL-THREAD. HOOD CORNER HANGING ANGLE (WEIGHT BEARING ANCHOR POINT FOR HOOD). UTILITY CABINET HANGING ANGLE 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS. 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER. (HARDWARE BY INSTALLER) 3" INTERNAL STANDOFF. GREASE DRAIN WITH REMOVABLE CUP. SEE HOOD TABLE.§ EXHAUST RISER. L55 SERIES E26 CANOPY LIGHT FIXTURE - HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE (L55 FIXTURE). FIELD WRAPPER 18.00" HIGH (SEE HOOD OPTIONS TABLE). FIELD INSTALLED QUARTER END PANELS. EQUIPMENT BY OTHERS. 47.0" MAX. 44" 41" 71" 14" NOM. 30" IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED-COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. 16" CAPTRATE SOLO FILTER WITH HOOK. 1 TANK FS 4.0 18 WALL UTILITY CABINET LEFT N/A FIRE SYSTEM NO TAG TYPE SIZE FLOW POINTS INSTALLATION SYSTEM LOCATION ON HOOD 1 SC ELECTRICAL 2.500 CAPTIVEAIRE SYSTEMS FIRE SYSTEM NO TAG TYPE SIZE SUPPLIED BY , . 4.166" Shelf With Condensate 2.25" MUA 2.25" 2.25" 2.25" 4.166" IN THE FOLLOWING LOCATIONS FOR WALL CANOPIES HANGING ANGLES WILL BE LOCATED REAR FROM DIM Only Back Only Exhaust MUA With Wall Exhaust HOOD STYLE DIM DIM 2.25" 2.25" 2.25" 2.25" Hood) Hood) 2.25" 2.25" (24" High FRONT FROM (30" High FRONT FROM GREASE CUP WILL BE SUPPORTED BY TWO STUDS ON THE INSIDE WALL OF THE HOOD. THE GREASE WILL DRAIN THROUGH A CONCEALED GREASE TROUGH AND INTO THIS REMOVEABLE/CLEANABLE CUP. CM Intertek IT A N S T E D IO N L A I S T RESISTANCE (in. H20) CAPTRATE R AIRFLOW (cfm) 0.2 0.4 400 0 0 200 600 800 1000 0.6 0.8 1.2 11.4 RESISTANCE VS. AIRFLOW 1.6 2" Captrate Grease-Stop Solo Filter R R Captrate Grease-Stop Solo Filter 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUT 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL ALL-THREAD HOOD CORNER HANGING ANGLE (WEIGHT BEARING ANCHOR POINT FOR HOOD) HOOD CORNER HANGING ANGLE 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER (HARDWARE BY INSTALLER) NOTE: SEE INSTALLATION MANUAL FOR MORE INFORMATION 4.166" Shelf With Condensate 2.25" MUA 2.25" 2.25" 2.25" 4.166" IN THE FOLLOWING LOCATIONS FOR WALL CANOPIES HANGING ANGLES WILL BE LOCATED REAR FROM DIM Only Back Only Exhaust MUA With Wall Exhaust HOOD STYLE DIM DIM 2.25" 2.25" 2.25" 2.25" Hood) Hood) 2.25" 2.25" (24" High FRONT FROM (30" High FRONT FROM GREASE CUP WILL BE SUPPORTED BY TWO STUDS ON THE INSIDE WALL OF THE HOOD. THE GREASE WILL DRAIN THROUGH A CONCEALED GREASE TROUGH AND INTO THIS REMOVEABLE/CLEANABLE CUP. CM Intertek IT A N S T E D IO N L A I S TRESISTANCE (in. H20) CAPTRATE R AIRFLOW (cfm) 0.2 0.4 400 0 0 200 600 800 1000 0.6 0.8 1.2 11.4 RESISTANCE VS. AIRFLOW 1.6 2" Captrate Grease-Stop Solo Filter R R Captrate Grease-Stop Solo Filter 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUT 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL ALL-THREAD HOOD CORNER HANGING ANGLE (WEIGHT BEARING ANCHOR POINT FOR HOOD) HOOD CORNER HANGING ANGLE 1/2" - 13 TPI GRADE 5 (MINIMUM) STEEL HEX NUTS 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHER (HARDWARE BY INSTALLER) NOTE: SEE INSTALLATION MANUAL FOR MORE INFORMATION NOTE- Exhaust Collar Must be Factory Installed. If A Different Size Or Location is Required, Please Note Change On Submittal. Rear Discharge Is Available. Contact CaptiveAire For Possible Locations. SHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS www.captiveaire.com

ACCORDANCE
BUILT No. 96 WITH
NFPA
IN S L I D T E R 6066636 MASTER DRAWING RMM
Clark Building - Hermosa Beach,CA rev1
HERMOSA BEACH, CA, 90254
Los Angeles Office
1810 14th St Suite 214, Santa Monica, CA, 90404 PHONE: (310) 876-8505 FAX: 9197475639 EMAIL: [email protected] FOR QUESTIONS CALL: PHONE: 310.876.8505 REFERENCE JOB NUMBER REECE MCNULTY LOS ANGELES SALES OFFICE [email protected] All Hoods, Exhaust Fans, Tempered/Untempered Make-Up Air Units and Electrical Package to be Start-ed Up and Commissioned by Facotry Field Service Technician. Start-Up Report to be Sent to Engineer by Manufacturer When Complete. CORE PROTECTION HOOD FIRE SYSTEM PUSH PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 M6.1 KITCHEN HOOD SHEET

CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
04/22/2024
SHT. 74 OF 101
24-001 Page 433 of 2548
1 1 USBI11DD-RM CAPTIVEAIRE 700 1.200 1647 TEAO-ECM 0.500 0.2850 1 230 3.5 747 FPM 196 10.3 FAN UNIT NO TAG QTY FAN UNIT MODEL # MANUFACTURER CFM ESP RPM MOTOR ENCL HP BHP PHASE VOLT FLA DISCHARGE VELOCITY WEIGHT (LBS) SONES 1 11111111 BI11 - INLET SERVICE DUCT CONNECTION. USED TO CONNECT TO STANDARD 12" GREASE DUCT OR FIELD WELDED DUCT. INCLUDES (2) 7" RISERS BOLTED TO STANDARD INLET RISER UTILITY SET GREASE CUP BI11 - 24" DISCHARGE EXTENSION BI - DISCHARGE ORIENTATION VERTICAL UPPER LEFT - CW INLET SIDE BI11 - INLET CONNECTION STANDARD 12" FLANGED GREASE DUCT UTILITY SET - SPRING VIBRATION ISOLATORS - BI11 THRU BI15 / EQUIVALENT SIZED UTILITY SET - INDOOR/OUTDOOR USE ECM WIRING PACKAGE - PWM SIGNAL FROM ECPMO3 PREWIRE (TELCO MOTOR), CCW ROTATION 2 YEAR PARTS WARRANTY FAN UNIT NO TAG QTY DESCRIPTION 1 YES FAN UNIT NO TAG EXHAUST GREASE CUP GRAVITY DAMPER WALL MOUNT SUPPLY SIDE DISCHARGE GRAVITY DAMPER MOTORIZED DAMPER WALL MOUNT 27 1/8" 18" 17 5/8" 12" 25 5/8" 17 1/2" 25 3/4" 2" DRAIN. - MOTOR WEATHER COVER. - GREASE CLASSIFICATION TESTING. - UL762 AND ULC-S645 (RESTAURANT MODEL). - 2" DRAIN. - HEAT SLINGER. - ROOF MOUNTED FANS. - FULLY SEALED SCROLL HOUSING. - SCROLL ACCESS DOOR. - UL705. 22 1/2" - FLANGE 1 1/4". 29 1/2" LENGTH OF THE STRAIGHT DUCT ON THE INLET AND OUTLET TO BE 3 TIMES * INLET/OUTLET NOTES: THE EQUIVALENT DUCT DIAMETER BEFORE CONNECTING TO ANY FITTINGS SUCH AS ELBOWS TO AVOID SYSTEM EFFECT. *INLET NOTES. - NEMA 3R SAFETY DISCONNECT SWITCH. *OUTLET NOTES. UNIT PLAN VIEW CORNER WEIGHTS: INLET CORNER WEIGHTS ARE CALCULATED BASED ON VERTICAL DISCHARGE. SUPPORT DUCT PROPERLY BEFORE FAN TO ENSURE CORNER WEIGHTS ARE NOT AFFECTED. DETERIORATING EFFECTS TO THE FAN WHICH THERMAL EQUILIBRIUM, AND WITHOUT ANY UNTIL ALL FAN PARTS HAVE REACHED WHILE EXHAUSTING AIR AT 350°F (176°C) EXHAUST FAN MUST OPERATE CONTINUOUSLY WOULD CAUSE UNSAFE OPERATION. NORMAL TEMPERATURE TEST DIRECT DRIVE - HIGH HEAT OPERATION DIRECT DRIVE 350°F (176°C). 17 5/8" 22 1/2" 29 1/2" 12" 11 1/4" 7/8" SHAFT DIA. FAN #1 USBI11DD-RM - EXHAUST FAN OPTIONS - BI11 - INLET SERVICE DUCT CONNECTION. USED TO CONNECT TO STANDARD 12" GREASE DUCT OR FIELD WELDED DUCT. INCLUDES (2) 7" RISERS BOLTED TO STANDARD INLET RISER. - UTILITY SET GREASE CUP. - BI11 - 24" DISCHARGE EXTENSION. - BI - DISCHARGE ORIENTATION VERTICAL UPPER LEFT - CW INLET SIDE. - BI11 - INLET CONNECTION STANDARD 12" FLANGED GREASE DUCT. - UTILITY SET - SPRING VIBRATION ISOLATORS - BI11 THRU BI15 / EQUIVALENT SIZED UTILITY SET - INDOOR/OUTDOOR USE. - ECM WIRING PACKAGE - PWM SIGNAL FROM ECPMO3 PREWIRE (TELCO MOTOR), CCW ROTATION. - 2 YEAR PARTS WARRANTY. 24" EXTENSION. 16 3/8" 24 7/8" (4) ISOLATORS = USBI11, 13 & 15. 7.25" 4.125" SHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS www.captiveaire.com

ACCORDANCE
BUILT No. 96 WITH
NFPA
IN S L I D T E R 6066636 MASTER DRAWING RMM
Clark Building - Hermosa Beach,CA rev1
HERMOSA BEACH, CA, 90254
Los Angeles Office
1810 14th St Suite 214, Santa Monica, CA, 90404 PHONE: (310) 876-8505 FAX: 9197475639 EMAIL: [email protected] PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 M6.2 KITCHEN HOOD SHEET

CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
04/22/2024
SHT. 75 OF 101
24-001 Page 434 of 2548
FACTORY PIPING EXTENDS A MAXIMUM OF 6" ABOVE THE TOP OF THE HOOD. 8" Ø8"HOOD FRONT HOOD BACK HOOD # 1 JOB # 6052591 FS # 1 MODEL: BD-2 SIZE: 30"x44" LENGTH: 4' 0"

TANK OVERLAPPING PROTECTION
- 30

HIGH PROXIMITY

36.00" L X30.00" D DUCT S360 OL-F OL-F 25.00" 8.50" OL-F 8.50" OL-F NOZZLE HEIGHT 35-50" FROM COOKING SURFACE. (39.25") 15.00" 18.00" 15.00" SLPCON-10FT KIT SLPCON-10FT KIT 12.00" 42.00" - SYSTEM REQUIRES A MINIMUM OF 7 FT OF EQUIVALENT PIPE LENGTH BETWEEN TANK AND NEAREST APPLIANCE NOZZLE FOR MOST APPLIANCES. EACH 90 DEGREE ELBOW ADDS 1.3 FT OF EQUIVALENT LENGTH. SEE MANUAL FOR DETAILS 7 1 2 5 24.00" HANGING ANGLES IN EACH CORNER. 42.00" TO HOOD# 1 WALL-UC ALTERNATE FIELD-CONNECTION POINT PLENUM NOTES - FIELD PIPE DROPS AS SHOWN PIPING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS. - FIELD INSTALLED DROP: FACTORY WILL PROVIDE QTY 2 60IN LONG PIECES OF CHROME PLATED PIPING SHIPPED LOOSE TO BE FIELD-INSTALLED. - SHIP LOOSE DROP: FACTORY WILL PROVIDE THE EXACT CHROME PIPE LENGTH NEEDED SHIPPED LOOSE TO BE FIELD-INSTALLED. - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC. - OVERLAPPING COVERAGE SHALL NOT BE USED ON ANY APPLIANCE WITH AN OBSTRUCTION. - IF APPLICABLE, EXTENDED PRE-PIPED DROPS ARE SHIPPED LOOSE. - FACTORY PIPING EXTENDS A MAXIMUM OF 6" ABOVE THE TOP OF THE HOOD. - APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE. - THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS. - OL-F NOZZLE PART NUMBER REPLACES 3070-3/8H-10-SS JOB #: 6052591. JOB NAME: CLARK BUILDING - HERMOSA BEACH,CA. SYSTEM SIZE: TANK-SP-1-WC TOTAL FP REQUIRED: 18. HOOD # 1 4' 0.00" LONG x 30" WIDE x 44" HIGH. RISER # 1 SIZE: 8" DIA. HOOD # 1 METAL BLOW-OFF CAPS INCLUDED. - HEAVY-DUTY APPLIANCES (RATED 600°F) WILL REQUIRE AN ADDITIONAL DOWNSTREAM FIRESTAT IN THE EVENT THAT THE DUCTWORK CONTAINS ANY HORIZONTAL RUNS OVER 25 FT IN LENGTH. - MEDIUM TO LIGHT-DUTY APPLIANCES (RATED 450°F) WILL NOT REQUIRE ANY ADDITIONAL DOWNSTREAM DETECTION. PRESSURE SUPERVISION SWITCH. PRIMARY ACTUATOR RELEASE. 4 GALLON TANK. 765421 PRIMARY HOSE ASSEMBLY. 3 SECONDARY ACTUATOR RELEASE. SECONDARY HOSE ASSEMBLY. REMOTE MANUAL ACTUATION DEVICE. 3" INTERNAL STANDOFF. GREASE DRAIN WITH REMOVABLE CUP. SEE HOOD TABLE.§ EXHAUST RISER. L55 SERIES E26 CANOPY LIGHT FIXTURE - HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE (L55 FIXTURE). FIELD WRAPPER 18.00" HIGH (SEE HOOD OPTIONS TABLE). FIELD INSTALLED QUARTER END PANELS. EQUIPMENT BY OTHERS. 47.0" MAX. 44" 41" 71" 14" NOM. 30" IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED-COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. 16" CAPTRATE SOLO FILTER WITH HOOK. 8 1/2" SHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS www.captiveaire.com

ACCORDANCE
BUILT No. 96 WITH
NFPA
IN S L I D T E R 6066636 MASTER DRAWING RMM
Clark Building - Hermosa Beach,CA rev1
HERMOSA BEACH, CA, 90254
Los Angeles Office
1810 14th St Suite 214, Santa Monica, CA, 90404 PHONE: (310) 876-8505 FAX: 9197475639 EMAIL: [email protected] PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 M6.3 KITCHEN HOOD SHEET

CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
04/22/2024
SHT. 76 OF 101
24-001 Page 435 of 2548
1 SC-310110MA WALL MOUNT IN SS BOX FACE MOUNT RIGHT SIDE OF HOOD HOOD # 1 1 LIGHT 1 FAN SMART CONTROLS THERMOSTATIC CONTROL W/ RELAY ON/OFF WITH SUPPLY EXHAUST 1 0.500 230 3.5 NO TAG PACKAGE # LOCATION SWITCHES LOCATION QUANTITY OPTION FANS CONTROLLED TYPE ɸ HP VOLT FLA DESCRIPTION OF OPERATION: 6066636 Clark Building - Hermosa Beac... SC-310110MA 6/20/2023 INSTALL ECP #1-1 3 Phase w/ control for 1 Exhaust Fan, Exhaust on in Fire, Lights out in Fire, Relay On/Off with Supply Fan, Fan(s) On/Off Thermostatically Controlled. Room temperature sensor shipped loose for field installation. INVERTER DUTY 3 PHASE MOTOR REQUIRED FOR USE WITH VFD. BREAKER PANEL TO PRIMARY CONTROL PANEL Responsibility: Electrician BREAKER PANEL PRIMARY CONTROL PANEL BREAKER SIZE SHOWN IS THE MAXIMUM ALLOWED BREAKER 1PH CONTROL POWER. DO NOT WIRE TO GFCI OR SHUNT TRIP BREAKER. Hot Neutral H1 N1 120 V 15 A Ground GND 1ST HOOD LIGHT BREAKER SHARED W/ CONTROL POWER. SWITCH #1 BREAKER PANEL TO FANS Responsibility: Electrician BREAKER PANEL FANS BREAKER 1PH MCA: MOCP: POWER TO ECM FANS LINE LINE 230V4.4A EXH-1 Ground 15A CONTROL PANEL TO FANS Responsibility: Electrician PRIMARY PANEL FANS SHIELDED TWISTED PAIR PWM SPEED SIGNAL CONTROL PANEL TO ECM OUTDOOR RATED FEED STP THROUGH INNER COOLING TUBE. ALLOW FOR ENOUGH SLACK ON STP FOR PROPER HINGING. (EXHAUST ONLY) NOTE: PWM SIGNAL IS POLARITY SENSITIVE. NIDEC MOTOR TELCO MOTOR BK TO GR BK TO YW RD TO RD ZIEHL MOTOR BK TO BK P1A P1B EXH-1 ECM-01 FAN: 01 RED(+) BLACK(-) ECM-01 RED(+) BLACK(-) CONTROL PANEL TO ACCESSORY ITEMS Responsibility: Electrician CONTROL PANEL COMPONENT WIRE DIRECTLY TO CONTROL BOARD CAT-5 CONNECTION CONTROL PANEL REMOTE TO MOUNTED SWITCHES PLACE END OF LINE PLUG IN EMPTY JACK. PN: EOL120A EOL120A HMI J4 12 CONTROL PANEL HOOD LIGHTS TO 1400 W MAX WIRE TO J-BOX ON TOP OF HOOD B1 W1 GND BLACK WHITE GREEN HOOD LIGHTS 1 WIRE DIRECTLY TO COMMUNICATION ROUTER COMM MODULE. NET REQUIRES 1) DHCP 2) UDP PORT 1444 & 1445 OPEN FOR CAT-5 ETHERNET CONNECTION CONTROL PANEL WORLD WIDE TO WEB OUTBOUND TRAFFIC ONLY. - - WIRE TO CONTROL BOARD. INSTALL SENSOR IN ROOM AWAY FROM HEAT SOURCES. DO NOT INSTALL SENSOR CONTROL PANEL ROOM TEMP TO SENSOR ON THE CEILING GRID, SEE MANUAL. GROUPS: T1A T1B ROOM TEMP WIRE TO CONTROL BOARD. SENSOR MOUNTED IN HOOD CAPTURE CONTROL PANEL CAPTURE VOLUME TO SENSOR VOLUME. T2A T2B HOOD 1 CAPTURE 1 CONTROL PANEL GAS VALVE TO 120V ONLY ONLY ENERGIZED THROUGH LCD HMI WHEN FIRE SYSTEM ARMED. GAS N1 HOT TO GAS VALVE NEUTRAL GAS SOLENOID THE FOLLOWING CONNECTIONS MAY OR MAY NOT BE REQUIRED BASED ON JOBSITE SPECIFICATIONS CONTROL PANEL EXTERNAL SIGNAL FOR SHUNT TRIP ST TERMINAL IS ENERGIZED IN FIRE CONDITION. CONTROL PANEL EXTERNAL SIGNAL FOR CONTACTOR COIL KS TERMINAL IS DE-ENERGIZED IN FIRE CONDITION. STN1 NEUTRAL FROM SHUNT COIL HOT TO SHUNT COIL SHUNT COIL KSN1 NEUTRAL_TO_CONTACTOR_COIL HOT_TO_CONTACTOR_COIL CONTACTOR_COIL SPARE CONTACTS WILL MAKE CONTROL PANEL ON/OFF WITH DRY CONTACT SUPPLY FAN COMMON TO NORMALLY OPEN WHEN SUPPLY FAN IS ON. GROUP 1 SFC1 SFO1 COMMON NORMALLY OPEN SFC2 SFO2 COMMON NORMALLY OPEN CONTROL PANEL EXTERNAL TO SWITCH SIGNAL SWITCH THROUGH BMS WILL ACTIVATE ZONE1 FANS AND LIGHTS H1 IO1 BMS SWITCH C NO CONTROL PANEL GAS VALVE TO 24V DC ONLY ONLY ENERGIZED THROUGH LCD HMI WHEN FIRE SYSTEM ARMED. (NOT NEEDED IF USING 120V GAS VALVE). LGV N1D POSITIVE TO GAS VALVE NEGATIVE GAS SOLENOID CONTROL PANEL TO FIRE SYSTEM Responsibility: ALARM CONTRACTOR CONTROL PANEL COMPONENT CONTROL PANEL BUILDING SIGNAL FOR FIRE ALARM PANEL AL1 AL2 J9 BUILDING ALARM PANEL FIRE INPUT WIRE DIRECTLY TO CORE CIRCUIT BOARD. AL1 WILL MAKE AL2 IN FIRE CONDITION. CONTROL PANEL BUILDING SIGNAL FOR TROUBLE TROUBLE RELAY CONTACTS WILL MAKE TBC TO TBL IN TROUBLE CONDITION. BUILDING ALARM PANEL ALARM TBC TBL COMMON NORMALLY CLOSED CONTROL PANEL TO FIRE SYSTEM Responsibility: CERTIFIED INSTALLER CONTROL PANEL COMPONENT 2122 FS-01 BK WH Fire Stat CONTROL PANEL MOUNTED FIRE TO DUCT DETECTION STAT(S) FIRE STAT SUPERVISED LOOP May be mixed factory and field wiring. See Installation Schematic. Multiple fire sensors possible. HIGH TEMP WIRE (842 F), PN: SLPCON-xFT required for all Supervised Loop wiring in contact with a hood. All other wiring shall be PN: 6320UL, Belden or similar. 2324 FS-02 BK WH Fire Stat FIRE STATS CONTROL PANEL SYSTEM PULL TO FIRE STATION MANUAL ACTUATION LOOP / REMOTE FIRE SYSTEM LOOP. Multiple manual actuation possible. Multiple manual actuation possible. A Plug jumper with wires from pin1 to pin4 and from pin2 to pin3 is mounted on J10, remove the jumpers and wire in the supervised actuation loop. Microswitch MS-01 is optional for fire system interlock. Auxiliary Interlock (AUX-01): Wire AU1 / AU2 of adjacent Master FS panel(s) in each manual activation loop for simultaneous activation. See Fire system drawings for more information. 101 102 103 104 AUX-01 AU1 AU2 PULL STATION MS-01 C NO Micro SW MAD-01 C NO Manual Actuation Device Adjacent FS Panel WIRE DIRECTLY TO CONTROL BOARD CONTROL PANEL CAT-5 CONNECTION REMOTE FS TO MASTER PANEL EOL120A CORE PCB ECPM03 PLACE END OF LINE PLUG IN EMPTY JACK. PN: EOL120A ADDITIONAL DEVICES MAY BE INLINE. UNLESS VFD, PCU, OR OTHER COMPONENT IN SERIES. J3 J5J6 DESCRIPTION OF OPERATION: 6066636 Clark Building - Hermosa Beac... SC-310110MA 6/20/2023 INSTALL ECP #1-2 3 Phase w/ control for 1 Exhaust Fan, Exhaust on in Fire, Lights out in Fire, Relay On/Off with Supply Fan, Fan(s) On/Off Thermostatically Controlled. Room temperature sensor shipped loose for field installation. INVERTER DUTY 3 PHASE MOTOR REQUIRED FOR USE WITH VFD. CONTROL PANEL MASTER FS TO PANEL WIRE TO LIKE TERMINALS IN ALL CORE PANELS THAT MUST ACTIVATE TOGETHER. SET MASTER & SLAVE DIP SWITCHES PER FIRE SYSTEM SHIELDED TWISTED PAIR INTERLOCK NETWORK MASTER CORE MANUAL. CACBCC BLACK RED SHIELD CACBCC DESCRIPTION OF OPERATION: 6066636 Clark Building - Hermosa Beac... SC-310110MA 6/20/2023 INSTALL ECP #1-3 Fire System #1 TANK FS - 4.0. FS-1: MASTER DESCRIPTION OF OPERATION: 6066636 Clark Building - Hermosa Beac... SC-310110MA 6/20/2023 INSTALL ECP #1-4 Fire System #1 TANK FS - 4.0. FS-1: MASTER SHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS www.captiveaire.com

ACCORDANCE
BUILT No. 96 WITH
NFPA
IN S L I D T E R 6066636 MASTER DRAWING RMM
Clark Building - Hermosa Beach,CA rev1
HERMOSA BEACH, CA, 90254
Los Angeles Office
1810 14th St Suite 214, Santa Monica, CA, 90404 PHONE: (310) 876-8505 FAX: 9197475639 EMAIL: [email protected] PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 M6.4 KITCHEN HOOD SHEET

CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
04/22/2024
SHT. 77 OF 101
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ABBREVIATIONS SYMBOLS LEGEND -#- 1P SINGLE POLE 1PH SINGLE-PHASE 2/C TWO-CONDUCTOR 3/C THREE-CONDUCTOR 3PH THREE-PHASE 4/C FOUR-CONDUCTOR -A- A/E ARCHITECT/ENGINEER AC ALTERNATING CURRENT ACC ACCESSIBLE ADA AMERICANS DISABILITIES ACT ADDL ADDITIONAL ADDM ADDENDUM AH AMPERE HOUR AHJ AUTHORITY HAVING JURISDICTION AMP AMPERE ANN ANNUNCIATOR ANT ANTENNA APPD APPROVED APPX APPENDIX ARCH ARCHITECT ATS AUTOMATIC TRANSFER SWITCH AUTO AUTOMATIC AUX AUXILIARY AV AUDIO VISUAL AVG AVERAGE AWG AMERICAN WIRE GAUGE -B- BAS BUILDING AUTOMATION SYSTEM BAT BATTERY BC BUILDING CODE BFF BELOW FINISH FLOOR BKGD BACKGROUND BLDG BUILDING BLW BELOW BRKR BREAKER BRZ BRONZE BSMT BASEMENT BSTR BOOSTER BTWN BETWEEN BX INTERLOCKED ARMORED CABLE -C- CAB CABINET CAP CAPACITOR CATW CATWALK CB CIRCUIT BREAKER CCTV CLOSED CIRCUIT TELEVISION CD CONSTRUCTION DOCUMENT CERT CERTIFY CF CONTRACTOR FURNISHED CG COMMON GROUND CHK CHECK CKT CIRCUIT CKT BRKR CIRCUIT BREAKER CL CENTER LINE / CLOSE CLG CEILING CLO CLOSET CLR CLEAR C CONDUIT CO CONDUIT ONLY COAX COAXIAL CABLE COL COLUMN COM COMMON COMPR COMPRESSOR COMM COMMUNICATION CONC CONCRETE CONST CONSTRUCTION CORR CORRIDOR CP CONTROL PANEL CSI CONSTRUCTION SPECIFICATION INSTITUTE CT CURRENT TRANSFORMER CTRL CONTROL CATV CABLE TELEVISION -D- DC DIRECT CURRENT DEF DEFINITION DEG DEGREE DEMO DEMOLITION DET DETAIL DGTL DIGITAL DIA DIAMETER DIAG DIAGRAM DIM DIMENSION DIR DIRECTION DISC DISCONNECT DISCH DISCHARGE DISTR PNL DISTRIBUTION PANEL DIV DIVISION DMR DIMMER DS DISCONNECT SWITCH DWG DRAWING DX DUPLEX -E- EA EACH EL ELEVATION ELEC ELECTRIC EMER EMERGENCY EMR ELEVATOR MACHINE ROOM EMS ENERGY MANAGEMENT SYSTEM EMT ELECTRICAL METALLIC TUBING ENGR ENGINEER EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT ESR ELECTRICAL SERVICE REQUIREMENT ETR EXISTING TO BE RELOCATED EX EXAMPLE EXH FN EXHAUST FAN EXIST EXISTING EXT EXTERNAL EXT LT EXIT LIGHT -F- F FAHRENHEIT FA FIRE ALARM FC FOOTCANDLE FDR FEEDER FLA FULL LOAD AMPS FLEX FLEXIBLE FLMT FLUSH MOUNT FLR FLOOR FLUOR FLUORESCENT FR FIRE RATING FREQ FREQUENCY FT FOOT FU FUSE FU SW FUSED SWITCH FUT FUTURE -G- G GROUND GC GENERAL CONTRACTOR GEN GENERATOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GFR GROUND FAULT RELAY GRD OUT GROUNDED OUTLET -H- HP HORSEPOWER HZ HERTZ -J- JB JUNCTION BOX -L- LED LIGHT EMITTING DIODE LM LUMEN LT LIGHT LTG LIGHTING LTG PNL LIGHTING PANEL LV LOW VOLTAGE -M- MAX MAXIMUM MCB MAIN CIRCUIT BREAKER MCC MOTOR CONTROL CENTER MECH MECHANICAL MIN MINIMUM -N- NEUT NEUTRAL NTS NOT TO SCALE -P- P POLE PB PULL BOX PH PHASE PNL PANEL PWR POWER -R- R REMOVE RE RELOCATED EXISTING REC RECESSED RECPT RECEPTACLE REQD REQUIRED RM ROOM -S- SD SMOKE DETECTOR SPEC SPECIFICATION SPKR SPEAKER SWBD SWITCHBOARD SWGR SWITCHGEAR -T- TC TIME CLOCK TEL TELEPHONE TELCOM TELECOMMUNICATIONS THRU THROUGH TV TELEVISION TVSS TRANSIENT VOLTAGE SURGE SUPRESSOR TYP TYPICAL -U- UC UNDERCOUNTER UG UNDERGROUND UL UNDERWRITERS LABORATORIES UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY UGPS UNDERGROUND PULL SECTION -V- V VOLTAGE VA VOLT AMPERE VD VOLTAGE DROP VFD VARIABLE FREQUENCY DRIVE VIF VERIFY IN FIELD -W- W WATT OR WIRE W/ WITH W/O WITHOUT WP WEATHERPROOF WR WEATHER RESISTANT -X- XFER TRANSFER XFMR TRANSFORMER GENERAL NOTES SHEET INDEX SCOPE OF WORK RENOVATION OF CLARK BUILDING. ELECTRICAL SUBMITTAL FOR POWER AND ENERGY REQUIREMENTS. UPGRADE EXISTING 200A, 120/240V,1PH,3W OVERHEAD ELECTRICAL SERVICE WITH NEW 400A, 120/240V,1PH,3W UNDERGROUND ELECTRICAL SERVICE FROM SOUTHERN CALIFORNIA EDISON. 1. GREEN INSULATED COPPER GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL BRANCH CIRCUITS AND FEEDERS. 2. ALL LIGHTING CONTROL DEVICES SHALL BE CALIFORNIA ELECTRICAL CODE CERTIFIED. 3. PROJECT SPECIFICATIONS ARE AN INTEGRAL PART OF THESE DRAWINGS. 4. UNLESS LISTED OTHERWISE, THE AMPACITY OF 600V OR LESS CONDUCTOR SHALL BASED ON THE TERMINALS NOT TO EXCEED 60°C(140°F) FOR CONDUCTOR SIZE 14 THROUGH 1AWG OR 75°C(167°F) FOR CONDUCTOR SIZES OVER 1AWG. 5. A SINGLE RECEPTACLES INSTALLED ON AN INDIVIDUAL BRANCH CIRCUIT SHALL HAVE AN AMPERE RATING OF NOT LESS THAN THAT OF THE BRANCH CIRCUIT. INDICATE THE RECEPTACLES RATING. 6. MINIMUM SIZE OF CONDUIT SHALL BE 3/4". MINIMUM SIZE OF NEUTRAL CONDUCTOR SHALL BE #10 AWG, U.O.N. MINIMUM SIZE OF CONDUCTOR SHALL BE #12 AWG, U.O.N. MINIMUM CONDUCTOR SIZE AT 120 VOLTS AND OVER 100FT CIRCUIT LENGTH SHALL BE #10 AWG, U.O.N. MINIMUM CONDUCTOR SIZE AT 277 VOLTS AND OVER 200FT. CIRCUIT LENGTH SHALL BE #10AWG U.O.N. 7. PROVIDE DEDICATED NEUTRALS FOR ALL BRANCH CIRCUITRY. 8. THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE OF THE WORK AND THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CONDITION AND THE EXACT NATURE AND EXTENT OF THE WORK TO BE PERFORMED. ELECTRICAL CONTRACTOR IS TO TAKE INTO CONSIDERATION SPECIAL OR UNUSUAL FEATURES PECULIAR TO THIS JOB. 9. CONTACT UTILITY COMPANIES AND PROVIDE ALL SERVICES, WORK, INSTALLATION AND COORDINATION REQUIRED FOR THEIR USE. PAY ANY CHARGES MADE BY THEM. 10. MAINTAIN CLEARANCES PER AHJ REQUIREMENTS FOR ALL ELECTRICAL EQUIPMENT INSTALLED. 11. OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS, INSPECTION FEES, ETC. 12. CONDUIT STUBS SHALL BE TERMINATED IN ACCESSIBLE LOCATIONS, SECURELY CAPPED AND IDENTIFIED BY VISIBLE MARKER. 13. INSTALL APPROVED GROUNDING BUSHING AT EACH TERMINATION OF RIGID CONDUIT, AND AS OTHERWISE REQUIRED BY CODE. 14. PROVIDE A MINIMUM OF 12" SEPARATION BETWEEN POWER AND TELEPHONE CONDUITS WHERE THEY ARE INSTALLED IN THE SAME TRENCH OR CROSS, U.O.N. 15. CONDUITS SHALL BE CLEAN OF WATER DEBRIS AND OTHER FOREIGN MATERIAL PRIOR TO PULLING CABLES. 16. ALL CONDUITS FOR FUTURE USE SHALL HAVE PULL ROPE LEFT IN PLACE. 17. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING AND MARKING THE CORRECT PHASING OF THE BRANCH CIRCUIT OF THE ELECTRICAL PANELS AND BRANCH CIRCUITS. 18. ALL ELECTRICAL OUTLETS READILY ACCESSIBLE LOCATED IN THE BATHROOMS AND KITCHEN SHALL BE EQUIPPED WITH GROUND FAULT CIRCUIT INTERRUPTIVE DEVICE U.O.N. 19. ALL COLORS AND FINISHES OF ELECTRICAL EQUIPMENT AND LIGHTING FIXTURES TO BE VERIFIED WITH OWNER AND/OR ARCHITECT PRIOR TO ORDERING. 20. ELECTRICAL CONTRACTOR TO SIZE ALL J-BOXES AS PER TABLE 370-16A. ALL J-BOXES TO BE SQUARE 4"X 2-1/8" MINIMUM. ALL J-BOXES TO BE READILY ACCESSIBLE. 21. ALL PANELBOARDS, SWITCHBOARDS, ETC. SHALL BE RATED AT 75 DEGREES CELSIUS. 22. THE MAXIMUM LENGTH OF SOLAR EXPOSED CONDUITS SHALL NOT EXCEED 4 FEET. 23. ALL CIRCUIT BREAKER (400A AND ABOVE) TRIP SHALL BE OF A TYPE TO BE ADJUSTED BY A QUALIFIED PERSON ONLY. 24. FOR EXACT LIGHTING FIXTURE SPECIFICATIONS SEE LIGHTING AND ARCHITECTURAL DRAWINGS. 25. REFER TO ARCHITECTURAL OR SPACE PLANNING DRAWINGS FOR EXACT LOCATION OF LIGHTING FIXTURES, FURNITURE AND OTHER EQUIPMENT. IN CASE OF ANY DISCREPANCY BETWEEN THE ARCHITECTURAL OR ELECTRICAL DRAWINGS, THE FORMER TAKES PRECEDENCE. ELECTRICAL CONTRACTOR TO INFORM THE ENGINEER IMMEDIATELY. 26. FUSES SPECIFIED FOR MOTORS AND AIR CONDITIONING EQUIPMENT 600A AND UNDER SHALL BE TIME DELAY DUAL ELEMENT TYPE FRN-R (250V) AND FRS-R (600V) CLASS "L" U.O.N. 27. FUSES SPECIFIED IN SWITCHBOARDS 600A AND UNDER SHALL BE FAST ACTING TYPE KTN-R (250V) AND KTS-R (600V) CLASS RKI. FOR 601A AND ABOVE USE TYPE KTU (600V) CLASS "L" U.O.N. 28. WHERE VERIFICATION OF EXISTING CONDITIONS REQUIRE SIGNIFICANT CONSUMPTION OF TIME AND LABOR, AN ASSUMPTION WAS MADE BASED ON THE EXISTING DRAWINGS SUBMITTED BY THE CLIENT. ELECTRICAL CONTRACTOR IS TO VERIFY THIS INFORMATION IN FIELD AND PERFORM ACCORDING TO EXISTING CONDITIONS. 29. ALL ELECTRICAL MATERIALS SHALL BEAR THE UNDERWRITERS (OR EQUIVALENT TESTING AGENCY) LABEL. ELECTRICAL EQUIPMENT SHALL BE LISTED BY A CITY OF HERMOSA BEACH RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE DEPARTMENT. 30. UNLESS INFORMED OTHERWISE IN WRITING, THIS PROJECT HAS BEEN DETERMINED TO REQUIRE THE LOCAL CITY AUTHORITIES PLAN CHECK APPROVAL AND VALID PERMIT IN ACCORDANCE WITH THE LAW. ALL DESIGN WORK INDICATED ON PLANS AND SPECIFICATIONS IS SUBJECT TO REVIEW AND CHANGES BY SAID PLAN CHECK AUTHORITIES. 31. DO NOT ORDER ANY EQUIPMENT OR PERFORM ANY WORK OVER $500 IN TOTAL VALUE ON THE JOB UNTIL THE COMPLETION OF THE PLAN CHECK APPROVAL PROCESS AND OBTAINING OF ALL REQUIRED PERMITS. INSTALLATION OF ANY EQUIPMENT WITHOUT VALID PERMITS, WHEN REQUIRED, IS A VIOLATION OF THE CODE. 32. UNDER THE STATE OF CALIFORNIA CONTRACTORS STATE LICENSE BOARD REGULATIONS, ALL CONTRACTORS ARE REQUIRED TO ADHERE TO THE LOCAL CODES AND LAWS WITHOUT EXCEPTION. 33. ELECTRICAL CONTRACTOR TO OBTAIN ARCHITECTURAL APPROVAL OF ALL LIGHTING FIXTURES SPECIFIED FOR THE PROJECT PRIOR TO ORDERING. 34. ELECTRICAL CONTRACTOR SHALL PROVIDE CLEARANCES FOR ALL ELECTRICAL EQUIPMENT PER TABLE 110.26 (A) (1) CEC 2019. 35. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER (GFCI) PROTECTION ON RECEPTACLE(S) LOCATED IN THE FOLLOWING AREAS: A. KITCHEN, BATHROOM, GARAGES, OUTDOORS, CRAWL SPACES, AND UNFINISHED BASEMENTS OF DWELLING UNITS. B. WITHIN 6 FEET OF LAUNDRY, UTILITY AND WET BAR SINK IN DWELLING UNITS. C. OUTDOOR SPACES. 36. THESE ELECTRICAL PLAN ARE SAID TO BE FINAL WHEN STAMPED AND APPROVED BY CITY OF HERMOSA BEACH BUILDING & SAFETY DEPARTMENT. PLAN CHECK REVISIONS (IF ANY) WILL BE ISSUED AT A LATER DATE AS AN ADDENDUM. 37. ALL UNDERGROUND CONDUITS SHALL BE AS SPECIFIED. 38. BONDING OF PIPING SYSTEMS IN ACCORDANCE WITH NEC ART. 250.90 SHALL INCLUDE BONDING OF ALL WATER, GAS, FIRE SPRINKLER, COMPRESSED AIR AND/OR ANY OTHER METALLIC PIPING. 39. THE WORK SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING LEGALLY CONSTITUTED AUTHORITIES AND CODES HAVING JURISDICTION. A. 2019 CALIFORNIA ELECTRICAL CODE (CEC). B. 2019 CALIFORNIA BUILDING CODE (CBC). C. 2017 NATIONAL ELECTRICAL CODE (NEC). D. 2019 CALIFORNIA MECHANICAL CODE (CMC). E. 2019 CALIFORNIA PLUMBING CODE (CPC). F. 2019 CALIFORNIA ENERGY CODE (CENC). 40. (A) ALL EXPOSED CONDUITS (NOT SUBJECT TO THE MOISTURE) SHALL BE ELECTRIC METALLIC TUBING (EMT). (B) EXPOSED RACEWAYS SHALL BE RIGID STEEL CONDUIT (RSC). (C). ALL VIBRATING MOTORIZED EQUIPMENT FINAL CONNECTION SHALL BE PROVIDED WITH LIQUID TIGHT FLEXIBLE CONDUIT. LENGTH SHALL NOT EXCEED 6-FT. 41. CONDUCTOR SIZING SHALL BE IN ACCORDANCE WITH ARTICLE 110.14(C) AND ARTICLE 310.15. 42. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT. 43. 120 VOLT SMOKE DETECTORS AND COMBINATION SMOKE & CO DETECTORS SHALL BE FURNISHED & INSTALLED BY ELECTRICAL CONTRACTOR WITH ALL REQUIRED LABOR, MATERIALS, CONDUITS, WIRING, BOXES AND 120 VOLT POWER FROM DEDICATED LOCK-ON CIRCUIT BREAKER. 44. ALL 125V, 15 AND 20 AMPERE RECEPTACLE AS REQUIRED IN CEC SECTION 210.52 IN DWELLING UNITS SHALL BE TAMPER-RESISTANCE. 45. FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDERS. 46. OBTAIN APPROVAL AND PERMIT VIA SEPARATE SUBMITTAL FOR ANY ELECTRICAL SUBSYSTEM WITH LOW VOLTAGE POWER SUPPLY OF MORE THAT 50VA AND/ OR 25V. (SECURITY SYSTEM, TELE/DATA, AUDIO/VISUAL AND HVAC DDS CONTROL, ETC.) 47. LOW VOLTAGE COMMUNICATION SYSTEMS SUCH AS TELEPHONE, CABLE TV, FIRE ALARM, SECURITY SYSTEMS ARE NOT PART OF THIS SCOPE OF WORK. CONTRACTOR SHALL COORDINATE WITH EACH SYSTEM INSTALLER AND PROVIDE REQUIRED CONDUITS WITH PULL WIRE AND 120 VOLT POWER. 48. ELECTRICAL CONTRACTOR IS TO COMPLY WITH THE LATEST ADA REQUIREMENTS RELATED TO THE HEIGHT OF THE OUTLETS, SWITCHES AND OTHER EQUIPMENT (NOT TO EXCEED 48" TO CENTER AND NOT BELOW 15" TO BOTTOM OF OUTLET BOX U.O.N.). 49. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE WEATHERPROOF. ALL OUTDOOR RECEPTACLES SHALL BE GFCI PROTECTED AND PROVIDED WITH EXTRA-DUTY RATED "WEATHERPROOF-WHILE-IN-USE"COVER. RECEPTACLES WITHIN 6' OF SINK SHALL BE GFCI TYPE RECEPTACLE. 50. PROVIDE ALL EQUIPMENT, MATERIAL, LABOR, SUPERVISION, COSTS, AND SERVICES REQUIRED TO INSTALL COMPLETE AND WORKING SYSTEMS INCLUDING ITEMS REQUIRED BUT NOT NORMALLY SHOWN, SUCH AS LAMPS, HANGERS, BRACKETS, CLAMPS, COUPLINGS, BOXES, CONNECTORS AND HARDWARE EVEN THOUGH EACH AND EVERY ITEM IS NOT SPECIFICALLY SPECIFIED OR SHOWN. 51. THE CONTRACTOR SHALL EXAMINE THE COMPLETE SET OF CONTRACT DOCUMENTS FOR ALL TRADES, AS ISSUED BY THE ARCHITECT AND REVIEW DIMENSIONS, SPACE REQUIREMENTS AND POINT OF CONNECTIONS TO ALL EQUIPMENT. MAKE ANY MINOR ADJUSTMENTS NECESSARY TO AVOID CONFLICTS WITH THE BUILDING STRUCTURE AND THE WORK OF OTHER TRADES. 52. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE LOCATIONS OF ALL FIRE RATED PARTITIONS, BUILDING EXPANSION JOINTS AND MOUNTING HEIGHTS OF EQUIPMENT. 53. ALL CONDUIT PENETRATIONS THROUGH WALL MUST BE SEALED, SLEEVED, AND PROPERLY SUPPORTED ON EACH SIDE OF THE WALL. 54. COORDINATE CONDUIT ROUTE IN FIELD WITH OTHER TRADES, EQUIPMENT, AND OWNER. VERIFY EXACT LOCATION AND MOUNTING HEIGHTS WITH ARCHITECT PRIOR TO INSTALLATION. 55. THE DRAWINGS INDICATE, IN A DIAGRAMMATIC MANNER, THE DESIRED LOCATIONS AND ARRANGEMENT OF THE COMPONENTS OF THE ELECTRICAL WORK. DETERMINE EXACT CONDUIT ROUTING, CONDUIT BENDS, AUXILIARY JUNCTION BOXES, SUPPORTS, AND UNDEFINED CONSTRUCTION DETAILS, AS A JOB CONDITION TO BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. DO NOT SCALE THE ELECTRICAL DRAWINGS FOR LOCATIONS OF ANY ELECTRICAL, ARCHITECTURAL, STRUCTURAL, CIVIL, OR MECHANICAL ITEMS OR FEATURES, REFER TO ARCHITECTURAL AND STRUCTURAL DIMENSIONAL DRAWINGS. 56. ALL CONDUCTORS SHALL BE COPPER TYPE THWN INSULATION. 57. FOR EQUIPMENT REQUIRING SPECIAL RECEPTACLE, PROVIDE RECEPTACLE WITH NEMA CONFIGURATION TO MATCH EQUIPMENT PLUG. VERIFY WITH EQUIPMENT MANUFACTURER. 58. WHERE MULTI-HOMERUNS ARE INDICATED ON DRAWINGS INDICATING THE SAME PANEL BOARD CIRCUIT NUMBER, PROVIDE JUNCTION BOX ABOVE ACCESSIBLE CEILING AND ROUTE ONE SET OF WIRES TO CIRCUIT BREAKERS. 59. ALL GROUNDING ELECTRODES THAT ARE PRESENT AT EACH BUILDING OR STRUCTURE SHALL BE BONDED TOGETHER. 60. FOR SMALL AC MOTORS NOT HAVING BUILT-IN THERMAL OVERLOAD PROTECTION, PROVIDE MANUAL MOTOR STARTERS WITH OVERLOAD HEATER ELEMENTS SIZED TO THE NAMEPLATE CURRENT RATING OF THE MOTOR. SMALL AC MOTORS WITH BUILT-IN THERMAL OVERLOAD PROTECTION, PROVIDE ELEMENTS SIZED TO THE NAMEPLATE CURRENT RATING OF THE MOTOR. SMALL AC MOTORS WITH BUILT-IN THERMAL OVERLOAD PROTECTION, PROVIDE A HORSEPOWER RATED TOGGLE TYPE DISCONNECT SWITCH. 61. ALL PANELBOARDS SHALL BE MARKED WITH IDENTIFYING NAMEPLATES TO INDICATE THE DESIGNATIONS USED ON THESE DRAWINGS. PROVIDE NEW TYPEWRITTEN PANELBOARD SCHEDULE, CORRECTLY FILLED OUT BASED ON FINAL AS-BUILT RECORD DRAWING CONDITION, FOR EVERY PANELBOARD. 62. OUTLETS SHALL BE INSTALLED AT 15" TO BOTTOM ABOVE FINISHED FLOOR, UNLESS OTHERWISE NOTED ON THE ARCHITECTURAL DRAWINGS OR LOCATED AT MILLWORK. VERIFY EXACT MOUNTING HEIGHT OF ALL OUTLETS WITH ARCHITECT PRIOR TO INSTALLATION. 63. VERIFY THE EXACT LOCATION OF MECHANICAL AND PLUMBING EQUIPMENT AND OTHER EQUIPMENT REQUIRING ELECTRICAL CONNECTION, PRIOR TO ROUGH IN. REFER TO MECHANICAL AND PLUMBING DRAWINGS. WHERE INDICTED ON MECHANICAL AND PLUMBING DRAWINGS AS PART OF THE DRAWING PACKAGE AND NOT COVERED IN THIS PLAN, PROVIDE NECESSARY POWER, CONDUIT AND CONTROL WIRING (IF LOW VOLTAGE, PROVIDE TRANSFORMERS AS REQUIRED) INCLUDING CONDUIT AND CONTROL WIRING BETWEEN INDOOR AND OUTDOOR UNITS. COORDINATE EXACT POWER REQUIREMENTS INCLUDING BREAKER, DISCONNECT AND FEEDER SIZES WITH EQUIPMENT SUBMITTALS PRIOR TO INSTALLATION. 64. VERIFY ACTUAL MOTOR AND APPLIANCE RATINGS AND LOADS WITH EQUIPMENT SUBMITTALS AND EQUIPMENT MANUFACTURER IN ORDER TO PROVIDE CORRECTLY SIZED BREAKERS, FEEDERS, DISCONNECTS AND OUTLETS. SUBMIT TO ARCHITECT ANY NECESSARY REVISIONS NECESSARY PRIOR TO INSTALLATION. ALL CHANGES SHALL BE SHOWN ON RECORD DRAWINGS. 65. ELECTRICAL OUTLETS AND LIGHTING CIRCUITS SHALL BE PROPERLY IDENTIFIED. OUTLETS SHALL BE LABELED ON BACKSIDE OF COVER-PLATES WITH THE ELECTRICAL, PANEL/CIRCUIT SUPPLYING THE OUTLETS. CIRCUITS IN CONDUITS SHALL BE IDENTIFIED BY CIRCUIT NUMBER, VOLTAGE AND PANEL. 66. PROVIDE FIRE RATED BOX FOR ALL RECESSED JUNCTION BOXES AND PANELS LOCATED IN FIRE RATED WALLS AND CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF FIRE RATED WALLS AND CEILINGS. FIRE ALARM NOTES 1. THE CONTRACTOR (LIFE SAFETY VENDOR) SHALL BE RESPONSIBLE FOR SUBMITTING COMPLETE FIRE ALARM PLANS, REQUIRED CONNECTION DIAGRAMS, WIRING DIAGRAMS, BATTERY CALCULATIONS AND WORST CASE VOLTAGE DROP CALCULATIONS TO THE CITY FIRE DEPARTMENT FOR REVIEW AND OBTAIN APPROVAL FROM THE CITY PRIOR TO INSTALLING THE SYSTEM. 2. AN APPROVED MANUAL AND AUTOMATIC FIRE ALARM SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CFC, SECTION 907 AND CALIFORNIA BUILDING CODE. 3. VARIANCE FOR THE FIRE ALARM SYSTEM SHALL BE SEPARATE. ELECTRICAL CONTRACTOR TO PAY SEPARATE FEE FOR VARIANCE/MODIFICATION UPON PLAN CHECK RESUBMITTAL. NO. TITLE SCALE E0.00 GENERAL NOTES SHEET INDEX AND SYMBOLS LIST NO SCALE E0.01 ELECTRICAL SPECIFICATIONS NO SCALE E0.02 TITLE-24 INDOOR NO SCALE E0.03 TITLE-24 OUTDOOR NO SCALE E2.01 SINGLE LINE DIAGRAM AND PANEL SCHEDULE NO SCALE E4.01 SITE ELECTRICAL PLAN 1/8" = 1'-0" E5.01 FIRST FLOOR POWER PLAN 1/4" = 1'-0" E5.02 ROOF POWER PLAN 1/4" = 1'-0" E6.01 FIRST FLOOR LIGHTING PLAN 1/4" = 1'-0" E9.01 SCE DRAWING NO SCALE POWER OUTLETS FLOOR WALL CEILING DUPLEX QUADRUPLEX DUPLEX - VOICE - DATA GFCI DUPLEX SIMPLEX EMERGENCY DUPLEX EMERGENCY QUADRUPLEX EMERGENCY SIMPLEX DUPLEX-VOICE DUPLEX-DATA QUAD-VOICE QUAD-VOICE-DATA QUAD-DATA JUNCTION BOX POKE THRU SPLIT WIRE SPECIAL OUTLET MULTI OUTLET SURFACE RACEWAY WIRING 3/4" CONDUIT WITH 2#12 WIRES, UON. GROUND WIRE NOT SHOWN. 3/4" CONDUIT WITH 3#12 WIRES, UON. GROUND WIRE NOT SHOWN. 3/4" CONDUIT WITH 4#12 WIRES, UON. GROUND WIRE NOT SHOWN. CONDUIT HOMERUN TO PANEL BOARD 1LA WITH CIRCUIT 1,3,5 CAPPED CONDUIT CONDUIT RUN UNDERGROUND OR UNDER THE FLOOR SLAB CONDUIT TURNING DOWN CONDUIT TURNING UP CONDUIT BREAK LIGHTING FLOOR WALL CEILING RECESSED DOWNLIGHT 1X4 SURFACE MOUNTED LIGHT 2X4 SURFACE MOUNTED LIGHT 4FT WALL MOUNTED LIGHT 1X4 EMERGENCY LIGHT 2X4 EMERGENCY LIGHT 2X4 RECESSED LIGHT EXIT SIGN 1 FACE EXIT SIGN 1 FACE LEFT ARROW ANNOTATION TITLE MARK DETAIL OR PLAN NUMBER - 1 DETAIL OR PLAN REFE LOCATION FOUND IN E-201 DETAIL REFERENCE DETAIL NUMBER - 1 DETAIL FOUND IN E-501 SECTION MARK A2T SECTION NUMBER - 1 SECTION FOUND IN E-501 SHEET KEYNOTE REVISION CLOUD (DELTA 1) DETAIL BOUNDARY B DETAIL NUMBER - 2 LP4:12 PANEL:CIRCUIT A1 LP4:12 LIGHTING FIXTURE TYPE PANEL:CIRCUIT SWITCHES/CONTROLS FLOOR WALL CEILING LIGHT SWITCH - TIME OPERATED LIGHT SWITCH - SINGLE POLE SUBSCRIPT INDICATES CONTROLLING SWITCH LEG. LIGHT SWITCH - THREE WAY LIGHT SWITCH - KEY OPERATED LIGHT SWITCH - WITH PILOT LIGHT OCCUPANCY SENSOR SWITCH SUBSCRIPT INDICATES CONTROLLING SWITCH LEG. DIMMER SWITCH SUBSCRIPT INDICATES CONTROLLING SWITCH LEG. VACANCY SENSOR SWITCH SUBSCRIPT INDICATES CONTROLLING SWITCH LEG. OCCUPANCY SENSOR PHOTOCELL OCCUPANCY SENSOR POWER PACK OVERRIDE SWITCH POWER DISTRIBUTION BOARD 480/277V OR 208/120V RECESSED PANEL 480/277V OR 208/120V SURFACE MOUNTED PANEL TRANSFORMER DISCONNECT SWITCH SWITCH - MOTOR RATED FUSED DISCONNECT SWITCH MAGNETIC MOTOR STARTER - NEMA SIZE 1 INDICATED STARTER - DISCONNECT SWITCH MOTOR VARIABLE FREQUENCY DRIVE PULL BOX MANHOLE FIRE ALARM DEVICES CARBON MONOXIDE SENSOR SMOKE DETECTOR COMBINATION SMOKE DETECTOR AND CARBON MONOXIDE SENSOR SINGLE LINE DIAGRAM CIRCUIT BREAKER SWITCH SWITCHGEAR BUSWAY GROUND FAULT RELAY DIGITAL METER U.O.N. TRANSFORMER - DELTA WYE-GROUNDED GENERATOR PANEL 2000 = AMPACITY 3-NO, 4-SINGLE, 5-DOUBLE = NEUTRAL (+) = ADDITIONAL INFO AS REQUIRED J
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G XXXXX XXXXX XXXXX XXXXX 2000-5+ COSDSC LIGHTING FIXTURE SCHEDULE NOTES: 1. COORDINATE AND VERIFY WITH THE OWNER PRIOR TO ORDERING. 2. RECESSED MOUNTED FIXTURES SHALL BE IC RATED AND AIR-TIGHT RATED. 3. ALL EXTERIOR FIXTURES SHALL BE COORDINATED WITH THE ARCHITECT AND WITH THE OWNER PRIOR TO PURCHASING. 4. ALL FLUORESCENT FIXTURE SHALL BE PROVIDED WITH ELECTRONIC BALLAST. 5. ALL FIXTURE SHALL BE UL LISTED AND/OR ETL LISTED. 6. EMERGENCY LIGHTING SHALL HAVE BATTERY PACKS MINIMUM OF 90-MINUTES. 7. ALL LIGHTS WITH "EXTERNAL" POWER SUPPLIES OR LED DRIVERS (SUCH AS TAPE LIGHTS OR LED STRIPS) SHALL ONLY BE CONNECTED TO LISTED AND CLASS 2 POWER SUPPLIES. "RECOGNIZED" COMPONENTS OR "CLASS 1" POWER SUPPLIES / LED DRIVERS ARE NOT ACCEPTABLE. TYPE MANUFACTURER MOUNTING LAMP TYPE WATTAGE VOLT MODEL DESCRIPTION L01 ACULUX LIGHTING RECESSED LED 9.9 120 AX2 A G2-08LM-35K-MVOLT OR EQUAL 2" RECESSED LED DIMMABLE FIXTURE. 0-10V L02 LITHONIA LIGHTING RECESSED LED 10.58 120 LDN4-35-10-L04-MVOLT OR EQUAL 4" RECESSED LED DIMMABLE FIXTURE. 0-10V PROVIDE 90 MINUTE BATTERY BACKUP FOR EM LIGHTING. L03 LITHONIA LIGHTING RECESSED LED 10.4 120 LDN6-35-10-L06-MVOLT OR EQUAL 6" RECESSED LED DIMMABLE FIXTURE. 0-10V PROVIDE 90 MINUTE BATTERY BACKUP FOR EM LIGHTING. L04 LUMENWERX PENDANT LED 7 120 VIOLA 2" PENDANT, 9" HT FIXTURE-3500K OR EQUAL 2" PENDANT LED DIMMABLE FIXTURE. 0-10V L05 SPI LIGHTING PENDANT LED 57 120 ABRAMS AIP8153 30" BRUSHED SOLID BRASS/MATTE ACRYLIC DIFFUSER OR EQUAL DECORATIVE PENDANT LED DIMMABLE FIXTURE. 0-10V L06 LUMENWERX RECESSED LED 220.38 120 V3PER-HLO-LED-500-35-43'-UNV-D1 OR EQUAL RECESSED LINEAR LED FIXTURE. DIMMABLE. 0-10V. PROVIDE 90 MINUTE BATTERY BACKUP FOR EM LIGHTING. L07 Y LIGHTING WALL LED 38 120 EMPIRE WALL SCONCE, MODERN BRASS OR EQUAL DECORATIVE LED WALL SCONCE, DIMMABLE Lx01 LITHONIA LIGHTING WALL LED 50 240 WST LED-P3-30K-VF-MVOLT-PE OR EQUAL EXTERIOR LED WALL PACK, DIMMABLE, 6165 LUMENS PROVIDE 90 MINUTE BATTERY BACKUP FOR EM LIGHTING. EX LITHONIA LIGHTING WALL/CEILING LED 5 120 EDG/EDGR-R-W-1-R-EL OR EQUAL EXIT SIGN. PROVIDE 90 MINUTE BATTERY BACKUP. PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. __ OF 63 FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. S+((7S,=( ;$5C+( DO1O7SC$/( SAURABH PANDYA, E-23194 6/26/23 SHEET INFORMATION AS NOTED 2017 PERMIT SET CONSTRUCTION DOCUMENTS 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 GENERAL NOTES SHEET INDEX AND SYMBOLS LIST SHEET INDEX AND GENERAL NOTES E0.00 SYMBOLS LIST

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PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. __ OF 63 FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. S+((7S,=( ;$5C+( DO1O7SC$/( SAURABH PANDYA, E-23194 6/26/23 SHEET INFORMATION AS NOTED 2017 PERMIT SET CONSTRUCTION DOCUMENTS 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 ELECTRICAL SPECIFICATIONS ELECTRICAL E0.01 SPECIFICATIONS 1. INTENT 1.1. THESE PLANS, AND ALL ASSOCIATED DOCUMENTS, ARE CONSIDERED TO BE CONTRACT DOCUMENTS AND AS SUCH, CANNOT BE AMENDED OR MODIFIED WITHOUT THE PRIOR WRITTEN CONSENT OF MEP CONSULTING. 1.2. FURNISH AND INSTALL A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. 1.3. ALL DRAWINGS ARE SCHEMATIC BY DESIGN AND THE REQUIRED INSTALLATION SHALL NOT BE LIMITED TO WHAT IS DEPICTED HEREIN. ALL APPURTENANCES REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM MUST BE INCLUDED IN THE CONTRACTORS BID AND WORK. 1.4. WHEREVER USED IN THESE DOCUMENTS THE WORD OR TERM "SHALL" IS TO BE INTERPRETED AS FOLLOWS: MANDATORY LANGUAGE AND IS WITHOUT EXCEPTION. 2. GENERAL 2.1. THE CONTRACTOR SHALL VISIT THE JOB SITE TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS WHICH MAY AFFECT THEIR BID OR WORK. NO ALLOWANCES WILL BE MADE FOR EXISTING CONDITIONS OR THE CONTRACTORS FAILURE TO ACCOMMODATE EXISTING CONDITIONS ON ANY BID. 2.2. IT IS THE CONTRACTORS RESPONSIBILITY TO OBTAIN CLARIFICATION OF ANY APPARENT CONFLICT OR INCONSISTENCY IN THE DRAWINGS, SPECIFICATIONS OR DESIGN PRIOR TO THEIR BID IN WRITING FROM THE ENGINEER. OTHERWISE THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY TO CORRECT (AT THEIR COST) ANY SUCH ITEMS AS NECESSARY TO MEET THE INTENT OF THESE DOCUMENTS AND ANY ADOPTED CODE OR NATIONAL STANDARD AS INTERPRETED BY THE ENGINEER. 2.3. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE MOST RECENT EDITIONS OF THE NATIONAL ELECTRIC CODE (NEC), UBC., IBC, ICC, IECC AND ANY APPLICABLE CITY AND/OR STATE CODES AND ORDINANCES, THE AMERICANS WITH DISABILITIES ACT, E.P.A. REGULATIONS (INCLUDING EPACT 1992), ANSI STANDARDS, UL STANDARDS AS WELL AS ANY AND ALL UTILITY COMPANY REQUIREMENTS. THE FOREGOING CODES AND REGULATIONS ARE REQUIREMENTS AND ARE INCORPORATED IN THIS SPECIFICATION FOR THIS WORK BY REFERENCE. ALL INSTALLATIONS BY THE CONTRACTOR SHALL MEET LATEST ADOPTED CODES WITHOUT EXCEPTION. 2.4. THE CONTRACTOR SHALL COORDINATE AND PROVIDE INFORMATION AS REQUIRED TO ALL SERVING UTILITIES IN A TIMELY MANNER AND IS NECESSARY TO PROVIDE THE SERVICE REQUIRED AND MEET UTILITY REQUIREMENTS. IMMEDIATE COORDINATION WILL BE REQUIRED FOR MOST PROJECTS. FIELD COORDINATE ALL REQUIREMENTS PRIOR TO TRENCHING. 2.5. REFER TO ARCHITECTURAL, MECHANICAL, CIVIL, STRUCTURAL DRAWINGS AND/OR EQUIPMENT SUPPLIERS DRAWINGS AND SPECIFICATIONS FOR EXACT EQUIPMENT LOCATIONS, LOADS AND ADDITIONAL REQUIREMENTS. REPRESENTATIONS OF THE WORK SPECIFIC TO THE OTHER DISCIPLINES IS SHOWN ON THE ELECTRICAL DRAWINGS FOR CONVENIENCE ONLY AND SHALL NOT SOLELY BE RELIED UPON FOR THE PLACEMENT OF EQUIPMENT. 2.6. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR ALL EQUIPMENT THEY SUPPLY. ALL EQUIPMENT SHALL BE INSTALLED STRICTLY PER MANUFACTURES RECOMMENDATIONS, THE LISTING OF THE EQUIPMENT AND ALL CODES. OTHERWISE THE CONTRACTOR ASSUMES RESPONSIBILITY (AT THEIR COST) TO CORRECT AND REMEDY ANY INSTALLATION NOT IN COMPLIANCE WITH THE MANUFACTURES RECOMMENDATIONS, LISTING(S) AND INTENTIONS AS INTERPRETED BY THE ENGINEER. SEE SECTION 2.3. 2.7. THE CONTRACTOR SHALL NOT ENGAGE IN THE RE-DESIGN OR "VALUE ENGINEERING" OF THIS PROJECT WITHOUT PRIOR WRITTEN APPROVAL FROM MEP CONSULTING AND THE OWNER. ALL DEVIATIONS FROM THESE DOCUMENTS ARE REQUIRED TO BE APPROVED OF IN WRITING BY THE ENGINEER PRIOR TO INSTALLATION. THE ELECTRICAL CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ANY DEVIATION FROM THESE DOCUMENTS INCLUDING THE COST TO RE-DESIGN. ELECTRICAL CONTRACTOR, AT COMMENCEMENT OF WORK, ACCEPTS ALL REQUIREMENTS AND STIPULATIONS OUTLINED IN THE PROPOSAL PROVIDED BY MEP CONSULTING AND ACCEPTED BY THE PERSON IN RESPONSIBLE CHARGE OF THE PROJECT. ADDITIONALLY A DETAILED ACCOUNTING OF ANY DEVIATIONS MUST BE SUBMITTED TO MEP CONSULTING AND THE OWNER PRIOR TO COMMENCEMENT OF WORK FOR APPROVAL. 2.8. ANY VARIANCE OR EXCEPTIONS TO THE DRAWINGS AND SPECIFICATIONS MUST BE REQUESTED AND APPROVED IN WRITING. INTERIM VERBAL APPROVALS WILL ONLY BE PROVIDED WHEN THE ENGINEER DETERMINES THIS TO BE JUSTIFIED AND MUST BE CONFIRMED IN WRITING TO BE FINAL. ROUTE ALL RFI's, AND RFC's VIA GENERAL CONTRACTOR AND THROUGH THE ARCHITECT. 2.9. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL NECESSARY PERMITS, VARIANCES, AND APPROVALS, ETC. (AT THEIR COST) WHICH MAY BE REQUIRED FOR COMPLETION OF THIS WORK. 2.10. PRIOR TO ROUGH-IN, THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF ALL LIGHT FIXTURES AND WIRING DEVICES: TO INCLUDE MOUNTING HEIGHT AND LOCATIONS. ALL CONFLICTS SHALL BE REPORTED TO THE ENGINEER/ARCHITECT. PRIOR TO ROUGH-IN. FAILURE TO COORDINATE WILL REQUIRE THE CONTRACTOR TO FIX ERRORS AT HIS COST. 2.11. THE ELECTRICAL CONTRACTOR SHALL PROVIDE EQUIPMENT AND SUPPORT FOR PROGRESS AND FINAL INSPECTIONS. THIS INCLUDES COMPLETE ACCESS TO ALL EQUIPMENT. ADDITIONALLY A COMPLETE SET OF SPARE FUSES FOR ALL FUSES USED AND A 10% SUPPLY OF ALL LIGHT BULBS PROVIDED IN FIXTURES (TO A MAXIMUM OF (1) CASE FOR EACH STYLE) SHALL BE PROVIDED TO THE OWNER AT FINAL INSPECTION. 3. RECONSTRUCTION (TO INCLUDE TENANT IMPROVEMENTS) 3.1. ALL RECONSTRUCTION OF EXISTING FACILITIES AND EQUIPMENT SHALL REQUIRE COMPLETE RENOVATION (MAKE GOOD AS NEW) FOR ALL EXISTING EQUIPMENT UPON WHICH WORK IS INCLUDE THESE FOLLOWING REQUIREMENTS: 3.1.1. VERIFICATION OF EXISTING SES GROUNDING COMPLIANCE WITH NEC ARTICLE 250. 3.1.2. VERIFICATION OF CABLE SIZE AND AMPACITY OF EXISTING FEEDERS AND BRANCH CIRCUITS WITH NEC TABLE 310.15. 3.1.3. VERIFICATION OF EQUIPMENT GROUNDING CONDUCTORS PER NEC TABLE 250.122 AND GROUNDING AND BONDING OF LINE SIDE EQUIPMENT PER NEC TABLE 250.66. 3.1.4. VERIFICATION OF GROUNDING ELECTRODE SYSTEMS, ALL SYSTEM BONDING JUMPERS AND MAIN BONDING JUMPERS PER NEC ARTICLE 250. 3.1.5. VERIFICATION OF THE INTEGRITY OF THE GROUNDING AND BONDING SYSTEM AND VERIFY COMPLIANCE WITH NEC 250.4. 3.1.6. EXISTING LIGHT FIXTURES TO BE REUSED MUST BE CLEANED, RE-LAMPED, AND RESTORED TO "LIKE NEW" CONDITION. 3.1.7. EXISTING PANEL BOARDS, SWITCH BOARDS, AND TRANSFORMERS WHICH ARE INCLUDED IN THIS PROJECT SHALL HAVE PREVENTATIVE MAINTENANCE PREFORMED TO INCLUDE VERIFICATION OF ALL TERMINATIONS AS WELL AS CLEANING AND INSPECTION. 3.1.8. VERIFY PROPER WORKING CONDITION OF ALL EXISTING EMERGENCY FIXTURES AND EXIT SIGNS. REPAIR OR REPLACE AS REQUIRED. 3.2. IN THE EVENT THAT INSPECTION REVEALS DISCREPANCIES AND/OR NON-COMPLIANCE, THE OWNER AND THE ENGINEER SHALL BE NOTIFIED IN WRITING BEFORE MAKING ALL REQUIRED CORRECTIONS.. 4. MATERIALS AND METHODS 4.1. THE USE OF ELECTRICAL METALLIC TUBING (EMT) IS ACCEPTABLE IN ACCORDANCE WITH NEC ARTICLE 358. EMT FITTINGS SHALL BE COMPRESSION TYPE OR SET SCREW TYPE. EMT SHALL BE PROVIDED WITH A AN ADDITIONAL COPPER GROUND WIRE SIZED PER NEC 250.122. MINIMUM TRADE CONDUIT SIZE SHALL BE 1/2". ALL HOME RUNS SHALL BE 3/4" TRADE SIZED EMT. 4.2. ALL CONDUITS INSTALLED UNDERGROUND SHALL HAVE PVC COATED G.R.C. ELBOWS NO EXCEPTIONS. 4.3. WHERE SYSTEMS FURNITURE IS INDICATED, THE MINIMUM NEUTRAL CONDUCTOR SIZE SHALL BE #10 A.W.G. COPPER. 4.4. CONDUCTORS SHALL BE 600V COPPER (98% CONDUCTIVITY). MINIMUM LINE VOLTAGE WIRE SIZE IS #12 A.W.G. ALL CONDUCTORS SHALL HAVE 90 DEGREE RATED INSULATION. 4.5. CONDUCTORS #6 AND SMALLER SHALL HAVE THHN/THHW-2 INSULATION. #4 AND LARGER SHALL HAVE XHHW-2 INSULATION. 4.6. ALL WIRING DEVICES SHALL BE MINIMUM 20 AMP SPECIFICATION GRADE. HUBBELL, LEVITON, AND PASS-SEYMORE ARE ACCEPTABLE EQUIVALENTS. ALL OUTLETS, SWITCHES, SPECIAL RECEPTACLES AND GROUND FAULT PROTECTION DEVICES SHALL BE PERMANENTLY MARKED WITH ENGRAVED COVER PLATES, STATING PURPOSE, CIRCUIT AND SOURCE PANEL AND VOLTAGE. 4.7. COVER PLATES SHALL BE NYLON (IVORY) IN OFFICE/COMMERCIAL/OR LIVING AREAS, AND GALVANIZED STEEL IN WAREHOUSE/INDUSTRIAL/MANUFACTURING AREAS OR AREAS SUBJECT TO PHYSICAL ABUSE. INDUSTRIAL COVERS ARE REQUIRED FOR ALL MOUNTING APPLICATIONS. 4.8. ALL RACEWAYS AND CABLES ARE TO BE CONCEALED EXCEPT TO SURFACE MOUNTED PANELS AND AT THE CEILING OF EXPOSED STRUCTURE AREAS. CONDUITS WILL BE RUN PARALLEL OR PERPENDICULAR TO BUILDING LINES. 4.9. THE USE OF MC CABLE IS ACCEPTABLE IN ACCORDANCE WITH NEC ARTICLE 330, BUT LIMITED TO USE FOR BRANCH CIRCUITS ONLY. MC CABLE MAY NOT BE USED FOR HOME RUNS, WHERE SUBJECT TO PHYSICAL DAMAGE, IN DIRECT BURIAL (IN EARTH OR CONCRETE) SITUATION UNLESS UL LISTED AND SUITABLE FOR THE APPLICATION. MC CABLE MAY NOT BE RUN EXPOSED. 4.10. P.V.C. CONDUIT MAY BE USED ONLY IN OR UNDER SLABS AND IN CONCRETE OR MASONRY WALLS. INSTALLATIONS BELOW GRADE SHALL BE BURIED 24" (MIN) DEEP OR GREATER. 4.11. FUSES SHALL BE BUSSMAN, LITTLE FUSES, GOULD-SHAWMUT OR ENGINEER APPROVED EQUAL. 4.12. CONDUCTORS UP TO AND INCLUDING #10 AWG SHALL BE SOLID WITH CONTINUOUSLY COLOR CODED INSULATION. COLOR CODING SHALL COMPLY WITH THE NEC AND/OR LOCAL CODES OR POLICIES. 4.13. CONDUCTORS #8 AWG AND #6 AWG SHALL BE STRANDED WITH CONTINUOUS COLOR CODED INSULATION. COLOR CODING SHALL COMPLY WITH THE NEC AND/OR LOCAL CODES OR POLICIES. 4.14. SPLICING OF GROUNDING ELECTRODE CONDUCTORS, WATER AND BUILDING STEEL BONDS SHALL ONLY BE ALLOWED WITH EXOTHERMIC WELDING. 4.15. NEW CONDUCTORS SHALL BE CONTINUOUS AND WITHOUT SPLICE EXCEPT AT JUNCTION OR PULL BOXES. 4.16. ALL CONDUIT SUPPORT SYSTEMS SHALL BE INSTALLED ON THE BUILDING STRUCTURE. UNISTRUT, BEELINE, OR CADDY MOUNTING SYSTEMS ARE ACCEPTABLE. NO CONDUIT OR CABLE WILL BE SUPPORTED BY WIRES UTILIZED TO SUPPORT SUSPENDED CEILINGS OR BY "SLACK" WIRES USED AT LUMINAIRES OR AIR TERMINALS. PERFORATED STRAPS OR OTHER PIPING AND CONDUIT STRAPS ARE NOT ACCEPTABLE SUPPORTS. 4.17. ACCEPTABLE MANUFACTURES FOR SWITCH GEAR RELATED COMPONENTS ARE: SQUARE D, CHALLENGER, GENERAL ELECTRIC, SIEMENS, AND CUTLER-HAMMER. 4.18. CONDUCTORS SHALL BE COLOR CODED FOR BRANCH CIRCUITS IN ACCORDANCE WITH THE NEC AND LOCAL REQUIREMENTS. CONDUCTORS SHALL BE IDENTIFIED AS FOLLOWS EXCEPT AS AMENDED BY LOCAL AMENDMENTS: ● 120/240 VOLT SINGLE PHASE: UNGROUNDED CONDUCTORS A-PHASE; BLACK, B-PHASE; RED, GROUNDED CONDUCTOR; WHITE. ● 120/208 VOLT THREE PHASE GROUNDED AND UNGROUNDED SYSTEMS: UNGROUNDED CONDUCTORS, A-PHASE; BLACK, B-PHASE; RED, C-PHASE; BLUE, GROUNDED CONDUCTOR; WHITE (WHERE USED). ● 120/240 VOLT THREE PHASE GROUNDED AND UNGROUNDED SYSTEMS: UNGROUNDED CONDUCTORS, A-PHASE; BLACK, B-PHASE; ORANGE, C-PHASE; BLUE, GROUNDED CONDUCTOR; WHITE. ● 277/480 VOLT THREE PHASE GROUNDED AND UNGROUNDED SYSTEMS: UNGROUNDED CONDUCTORS, A-PHASE; BROWN, B-PHASE; ORANGE, C-PHASE; YELLOW, GROUNDED CONDUCTOR; GRAY. ● EQUIPMENT GROUNDING OR BONDING CONDUCTORS SHALL BE GREEN OR BARE. ISOLATED GROUNDING CONDUCTORS SHALL BE GREEN WITH A YELLOW STRIPE. 4.19. INSTALLATIONS FOR EQUIPMENT SUBJECT TO VIBRATION, SUCH AS MOTORS AND TRANSFORMERS, SHALL HAVE CONDUCTORS INSTALLED IN 'SEAL TIGHT' OR LIQUID TIGHT FLEXIBLE CONDUIT WITH GASKETED CONNECTORS AND FITTINGS. 4.20. PROVIDE RUBBER VIBRATION DAMPENING PADS FOR ALL MOTORS AND TRANSFORMERS, AND ALL VIBRATION PRODUCING EQUIPMENT. 4.21. ALL CONDUITS, RACEWAYS AND CABLES, REGARDLESS OF VOLTAGE, SHALL HAVE AN INSULATED BOND WIRE, SIZED BY EITHER NEC TABLE 250.66 (LINE SIDE) OR 250.122 (LOAD SIDE), WHERE APPLICABLE, INSTALLED AND PROPERLY TERMINATED WITH THE PHASE CONDUCTORS. CONDUIT IS NOT AN ACCEPTABLE GROUNDING OR BONDING METHOD PER THESE DOCUMENTS. 4.22. ALL DIMMERS AND DIMMER SWITCHES SHALL BE OF THE SLIDE TYPE AND RATED FOR CONTINUOUS DUTY OF 1000 WATTS MINIMUM. THE CONTRACTOR SHALL VERIFY IN THE FIELD, THE ACTUAL LOAD OF THE LIGHTING (SPECIFICALLY, BUT NOT LIMITED TO, TRACK LIGHTING) AND INSTALL DIMMERS OF PROPER WATTAGE. 4.23. ELECTRICAL CONTRACTOR SHALL IDENTIFY ALL CIRCUIT NUMBERS AT JUNCTION, OUTLET, SWITCH OR PULL BOXES WITH PERMANENT MARKER ON THE INSIDE OF THE BOX COVER OR TRIM PLATE. 5. SUBMITTALS 5.1. SUBMIT 6 SETS OF SHOP DRAWINGS AND SAMPLES FOR ALL EQUIPMENT PRIOR TO ORDERING AND IN A TIMELY MANNER. SUBMITTALS SHALL INCLUDE LIGHT FIXTURES (INCLUDING LIGHT POLES), SWITCHBOARDS, PANELBOARDS, STARTERS, HVAC ELECTRICAL EQUIPMENT AND TRANSFORMERS. DESIGN BUILD ARE EXEMPT FROM SUBMITTAL REQUIREMENTS. 5.1.1. SHOP DRAWINGS SHALL INCLUDE LAYOUT DIMENSIONS AND IDENTIFICATION OF SPECIFIC EQUIPMENT FOR INSTALLATION, MINIMUM NEC CLEARANCES (E.G. 110.26) SHALL BE INDICATED. 5.1.2. THE CONTRACTOR SHALL INCLUDE COMPARISON DATA AND SAMPLES FOR BOTH THE SUBSTITUTE AND SPECIFIED ITEMS WHEN SUBSTITUTIONS ARE PROPOSED. THE CONTRACTOR REMAINS RESPONSIBLE TO PROVIDE THE ORIGINALLY SPECIFIED EQUIPMENT IN ACCORDANCE WITH THE ORIGINAL DELIVERY DATE (AT THEIR COST) WHEN SUBSTITUTIONS ARE NOT APPROVED. 5.2. THE CONTRACTOR SHALL PROVIDE PROOF OF PERFORMANCE BOND WITH HIS INITIAL SUBMITTALS (E.G. SHOP DRAWINGS) TO INCLUDE A WARRANTY FOR THE WARRANTY PERIOD (2 YEARS). 5.3. THE CONTRACTOR SHALL SUBMIT COMPLETE AND ACCURATE "AS BUILT" DRAWING TO THE OWNER AND ENGINEER WITHIN 2 WEEKS OF OWNER ACCEPTANCE. PROVIDE (4) SETS OF BLUE LINES OR REPRODUCIBLE OF SAID PLANS. 5.4. PROVIDE A LETTER TO THE OWNER AND ENGINEER CERTIFYING ALL EQUIPMENT AND TERMINATION'S ARE TORQUED PER THE LISTING OF THE EQUIPMENT. THIS CERTIFICATION SHALL BE EXECUTED BY A LICENSED CONTRACTOR, AND WRITTEN CERTIFICATION PROVIDED ON COMPANY LETTERHEAD. 5.5. PROVIDE COPIES OF ALL MANUFACTURER/SUPPLIER WARRANTIES AND GUARANTEES TO THE OWNER WITHIN 2 WEEKS OF FINAL ACCEPTANCE BY THE OWNER. 6. TESTING 6.1. SUBMIT A COPY OF ALL TEST RESULTS FOR THE ELECTRICAL POWER DISTRIBUTION SYSTEM AS A COMPLETE PACKAGE TO THE OWNER AND ENGINEER. PACKAGE MUST PROVIDE SPECIFIC VALUES OF TEST DATA OBTAINED AGAINST ACCEPTANCE CRITERIA (SIMPLE PASS/FAIL ALONE IS INADEQUATE). TESTING PERSONAL SHALL BE CERTIFIED BY INTERNATIONAL ELECTRIC TESTING ASSOCIATION (NETA) OR NATIONAL INSTITUTE FOR CERTIFICATION IN ENGINEERING TECHNOLOGIES (NICET). 6.2. GROUNDING SYSTEM FALL-OF-POTENTIAL (RESISTANCE TO GROUND) SHALL PROVIDE LESS THAN 25 OHMS RESISTANCE TO GROUND AND LESS THAN .5 OHMS POINT TO POINT BETWEEN THE MAIN GROUNDING ELECTRODE SYSTEM AND MAJOR ELECTRICAL EQUIPMENT FRAMES, SYSTEM NEUTRAL, AND/OR DERIVED NEUTRAL POINTS. (REF IEEE STANDARD 81-1991 AND 142). SHALL NOT BE PERFORMED WITHIN 96 HOURS OF RAIN FALL. 6.3. OVER POTENTIAL (HIGH POTENTIAL) TESTING ON BUSSES GREATER THAN 1000 AMPS (OR MODIFICATION OF SERVICES) GREATER THAN 400 AMPS AND EACH PHASE TO GROUND IN ACCORDANCE WITH SWITCH GEAR / SWITCH BOARD MANUFACTURES RECOMMENDATIONS FOR ONE MINUTE. THE INSULATION SHALL WITHSTAND THE OVER POTENTIAL TEST VOLTAGE APPLIED. 6.4. GROUND-FAULT PROTECTION SYSTEM SHALL BE TESTED USING PRIMARY INJECTION FOR PICK UP TESTS. RELAY TIMING SHALL BE IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 6.5. PROVIDE TWO COPIES OF ACCEPTANCE OF FIRE ALARM SYSTEM BY LOCAL FIRE AUTHORITY. 6.6. INSULATION RESISTANCE (MEGGER) (AC AND DC (1000v) FOR ONE MINUTE) SHALL PROVIDE 50 MEGOHMS OR GREATER. TESTING MAY BE PERFORMED BY CONTRACTOR, WITH WRITTEN CERTIFICATION BY LICENSED CONTRACTOR. 7. WARRANTY 7.1. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FURNISHED BY THEM UNDER THIS CONTRACT FOR A PERIOD OF (2) YEARS FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER. ANY DEFECTS DEVELOPING DURING THE WARRANTY PERIOD TRACEABLE TO MATERIALS OR WORKMANSHIP SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE. 7.2. THE ENGINEER AND OWNER RETAIN THE RIGHT TO REQUIRE REMOVAL AND INSTALLATION OF ANY MATERIAL OR EQUIPMENT NOT IN COMPLIANCE WITH THE PROVISIONS AND STANDARDS OF THESE DRAWINGS AND SPECIFICATIONS. NO CLAIM FOR ADDITIONAL COMPENSATION WILL BE ALLOWED FOR WORK PERFORMED IN THIS REGARD. 7.3. THE CONTRACTOR AGREES TO TRANSFER ALL MANUFACTURERS/SUPPLIERS WARRANTIES AND GUARANTEES TO THE OWNER. THIS INCLUDES COMPLETION OF ALL DOCUMENTATION FOR THE MANUFACTURER/SUPPLIER. 8. SERVICE 8.1. PROVIDE AND INSTALL NEW SERVICE SECTION AS SHOWN ON DRAWINGS. SES SHALL BEAR U.L. LABEL, HAVE COPPER BUSSING - SILVER PLATED AND AMPERAGE RATING AS SHOWN ON DRAWINGS. METERING AND PRIMARY PULL SECTION SHALL BE BARRIERED FROM OTHER WORK AND APPROVED BY BOTH THE LOCAL UTILITY COMPANY AND AUTHORITY HAVING JURISDICTION. 8.2. GROUND FAULT PROTECTION SHALL BE PROVIDED FOR SERVICES RATED 150 VOLTS TO GROUND OR GREATER ON ALL SERVICE DISCONNECTS GREATER THAN 1000A. 8.3. GROUND FAULT PROTECTION ON MAINS AND SUB-MAINS MUST HAVE AUDIBLE/VISIBLE ALARMS. 8.4. ENCLOSURES SHALL MEET UL & PUBLIC UTILITY REQUIREMENTS BARRIERED BETWEEN SECTIONS, LINE AND LOAD, BOTH BARRIERED. 8.5. NO COVERS GREATER THAN 1/3 HEIGHT OF EQUIPMENT. 8.6. FULL SIZED NEUTRAL BUSSING AND NON-TAPERED BUSSING WILL BE STANDARD. ALL SPACE WILL BE FULLY BUSSED FOR FUTURE. ALL BUSSING WILL BE PHYSICALLY BARRIERED. 8.7. ENCLOSURES SHALL MEET UL & PUBLIC UTILITY REQUIREMENTS BARRIERED BETWEEN SECTIONS, LINE AND LOAD, BOTH BARRIERED. 8.8. ALL SERVICES SHALL BE PROVIDED WITH A PERMANENTLY ATTACHED, ENGRAVED PLATE SHOWING S.E.S. BUSSING TO INCLUDE ALL TORQUE VALUES FOR PREVENTATIVE MAINTENANCE PURPOSES. 8.9. ALL SERVICES SHALL BE LISTED FOR FRONT ACCESSIBILITY ONLY, WHERE LOCATED ON WALLS, ALL OTHERS SHALL BE FRONT. 8.10. ALL SERVICE DOORS SHALL BE HINGED AND LOCKABLE. 8.11. NEW SERVICE INSTALLATIONS FOR MULTI TENANT FACILITIES WITH MULTIMETER SERVICES, SHALL HAVE ALL UNDERGROUND CONDUITS INSTALLED IN THE APPROPRIATE SERVICE SECTION. DO NOT INSTALL CONDUITS WHERE THERE EXISTS A POSSIBILITY OF IMPROPER CABLE ROUTING TO OTHER SECTIONS. 9. DISTRIBUTION 9.1. PANELBOARDS (EXISTING): ADD CIRCUIT BREAKERS AS REQUIRED FOR CIRCUITING. MATCH PRECISELY BRAND AND A.I.C. RATING. TANDEM AND PIGGY-BACK BREAKERS ARE NOT PERMITTED. ALL LUGS OR CONNECTORS TO BE 90 DEGREE C RATED. 9.2. PANELBOARDS (NEW): TO BE RATED AS SHOWN ON DRAWINGS. PROVIDE NEMA ENCLOSURES AS REQUIRED BY CODE. CUTOUT BOXES TO BE ENLARGED FOR DOUBLE NEUTRALS AND LUGS AND SHALL BE SIZED TO ACCOMMODATE ISOLATED GROUND BUSS AND NORMAL GROUND BUSS. ALL TERMINATIONS OR CONNECTORS TO BE RATED 75 DEGREE CENTIGRADE MINIMUM. 9.3. CIRCUIT BREAKERS WILL BE SWITCH RATED AND AMBIENT COMPENSATED FOR ALL CIRCUITS. PROVIDE SWITCHED NEUTRALS ON ALL CIRCUIT BREAKERS FEEDING CLASS 1 AND CLASS 2 AREAS WITH NEUTRALS. GFCI ON CIRCUITS WITH NEUTRALS TO DEVICES ABOVE CLASSIFIED AREAS. ALL LIGHTING PANELS/CIRCUIT BREAKERS SHALL BE RATED FOR CONTINUOUS DUTY. 9.4. ALL EQUIPMENT (PANELS, DISCONNECT SWITCHES, STARTERS, ETC.) WILL BE MARKED WITH BLACK ENGRAVERS STOCK TAGS EMBOSSED WITH 1/4" HIGH LETTERS DESCRIBING EACH ITEM. CONDUCTORS WILL BE MARKED AT ALL TERMINATION AND JUNCTION POINTS (PANELS, JUNCTION BOXES, SPLICES, ETC.) WITH LABELS BEARING THE PANEL AND CIRCUIT NUMBER WHICH FEEDS EACH CONDUCTOR (PER NEC 210.4, 300.3). 9.5. ALL PANELBOARDS WILL HAVE TYPED DIRECTORY CARDS IDENTIFYING ALL CIRCUITS AND SPACES REVISED, IF NECESSARY, FOR THIS WORK. EXISTING PANEL/PANELBOARDS SHALL HAVE EACH EXISTING CIRCUIT TRACED AND VERIFIED. UPDATE PANEL DIRECTORY AS NEEDED. 9.6. TRANSFORMERS 15 KVA AND ABOVE SHALL BE 150 DEGREE CENTIGRADE TEMPERATURE RISE ABOVE 40 DEGREE CENTIGRADE AMBIENT. ALL INSULATING MATERIALS TO BE IN ACCORDANCE WITH NEMA ST20-1972 STANDARDS FOR A 220 DEGREE C. UL COMPONENT RECOGNIZED INSULATION SYSTEM. SINGLE PHASE TRANSFORMERS 15 KVA THROUGH 167 KVA, AND THREE PHASE TRANSFORMERS THROUGH 112.5 KVA SHALL BE DESIGNED SO THEY CAN BE EITHER FLOOR OR WALL MOUNTED. THE TRANSFORMER SHALL BE LISTED BY UNDERWRITERS LABORATORY FOR THE SPECIFIED TEMPERATURE RISE. 9.7. LABEL ALL PANELS/TRANSFORMERS/DISCONNECTS WITH "WARNING" - ELECTRICAL EQUIPMENT - DANGER - QUALIFIED PERSONNEL ONLY TO OPERATE AND OPEN EQUIPMENT. 9.8. ALL ELECTRICAL EQUIPMENT INCLUDING SWITCHBOARDS, PANELBOARDS, INDUSTRIAL CONTROL PANELS AND MOTOR CONTROL CENTERS SHALL BE MARKED IN ACCORDANCE WITH NEC ARTICLE #110.16 FOR FLASH HAZARD. (REFERENCE NFPA #70E-2000 AND ANSI #Z535.4-1998). 9.9. DISCONNECT SWITCHES SHALL BE HEAVY-DUTY, QUICK-MAKE, QUICK-BREAK, HORSEPOWER RATED, NEMA 1 INDOOR, NEMA 3R GASKETED, (4X) NEMA 12, OR NEMA 7 AS APPLICABLE WITH CLASS RK-1 BUSSMAN FUSES AND REJECTION CLIPS, SIZED OR AS SHOWN ON DRAWINGS. PROPER DISCONNECTS PER N.E.C. WILL BE PROVIDED FOR EACH PIECE OF ELECTRICAL EQUIPMENT. 9.10. MANUAL MOTOR STARTERS WITH THERMAL OVERLOADS WILL BE PROVIDED FOR MOTORS 1/2 HP TO 1 HP. SQUARE 'D' CLASS 2510, 2511, 2512 OR EQUAL, AMBIENT COMPENSATED AS REQUIRED. 9.11. MAGNETIC MOTOR STARTERS WITH THERMAL OVERLOADS, (2) AUXILIARY CONTACT SWITCHES, INTERNAL LINE VOLTAGE TO 24 VOLT TRANSFORMER (250VA. MIN) WITH PROPER PRIMARY/SECONDARY PROTECTION, AMBIENT COMPENSATED, GREEN RUNNING LIGHT, HAND-OFF-AUTO, ACROSS THE LINE STARTERS TO 25HP. WILL BE PROVIDED WITH EACH MOTOR AS SHOWN ON THE DRAWING (ONE HORSEPOWER TO 25 H.P.). 9.12. ALL PANELBOARDS SHALL HAVE HINGED, LOCKABLE COVERS. ALSO SEE SECTION 7.4. 10. LUMINAIRES 10.1. FURNISH AND INSTALL ALL LUMINAIRES COMPLETE WITH LAMPS, WHIPS AND ACCESSORIES. ALL RECESSED LUMINAIRES WILL BE RATED FOR USE IN ANY CEILING APPLICATIONS AND BE THERMALLY PROTECTED. 10.2. MOUNTING TYPE AND VOLTAGE OF LUMINAIRES IS THE RESPONSIBILITY OF THE CONTRACTOR. (4) EARTHQUAKE CLIPS WILL BE INSTALLED ON EACH FIXTURE MOUNTED IN GRID OR FLANGE TYPE CEILINGS. FLUORESCENT FIXTURE LENSES WILL BE 100% ACRYLIC, .125" THICK MINIMUM. 10.3. ALL LUMINAIRES TO BE INSTALLED IN SYMMETRICAL MANNER FREE FROM LIGHT LEAKS AND DIRTY LENSES OR REFLECTORS. 10.4. ALL LAY-IN LUMINAIRES IN ACOUSTICAL CEILING SYSTEMS WILL BE INSTALLED PER ASTM STANDARDS C635, C635M, C636, C636M, AND UBC STANDARD 25-2 VERIFY WITH LOCAL BUILDING AUTHORITY. 10.5. SUPPORT LUMINAIRES PER UBC-1507 WITH TWO LOOSE SIZE 9 WIRES TO STRUCTURES ON OPPOSITE CORNERS AND 2 TAUGHT SIZE 9 WIRE TO STRUCTURES AT CORNERS OR TO GRID WITHIN 3" OF FIXTURE. ALL H.I.D. OR FLUORESCENT LUMINAIRES WILL HAVE GREATER THAN .9 POWER FACTOR BALLASTS. 11. TELEPHONE SYSTEM 11.1. PROVIDE AND INSTALL A COMPLETE SYSTEM OF EMPTY RACEWAYS (WITH PULL STRING). PROVIDE REQUIRED/REQUESTED INFORMATION TO TELEPHONE COMPANY PRIOR TO INSTALLATION. 12. DATA/INFORMATION SYSTEMS 12.1. PROVIDE AND INSTALL A COMPLETE SYSTEM OF RACEWAYS (CABLE TRAYS, J-HOOKS, CONDUIT SLEEVES) OF PREFERABLY OPEN CONSTRUCTION WITH PULL LINE. RACEWAYS TO BE CONTINUOUS. 13. FIRE ALARM SYSTEM 13.1. PROVIDE AND INSTALL A COMPLETE AND WORKING FIRE ALARM SYSTEM, POWER LIMITED BY NEC DEFINITION. ALL WIRING TO BE CLASS "A" OR "B" WITH DEVICES AND CONDUCTORS TO BE U.L., F.M., OR C.S.A. LISTED AND APPROVED (LABELS ON EQUIPMENT). 13.2. ALL WIRING TO BE #14 A.W.G. CU., STRANDED, 105 DEGREE INSULATED, PLENUM RATED. INSTALLED IN CONDUIT OR RACEWAY WITH SIX (6) FEET SPACING BETWEEN OUTPUT/INPUT PER N.F.P.A. 13.3. SYSTEM INSTALLATION AND DEVICES WILL BE IN ACCORDANCE WITH ALL PERTINENT AND THE MOST STRINGENT REQUIREMENTS (ONLY POWER LIMITED SYSTEMS WILL BE ACCEPTED) OF: 13.3.1. NATIONAL FIRE PROTECTION AGENCY (NFPA) NFPA 70 - NATIONAL ELECTRICAL CODE 13.3.2. NFPA 72 13.3.3. NFPA 71 - CENTRAL STATION SIGNALING 13.3.4. ARS TITLE 26, CHAPTERS 2-3 (ARIZONA STATE FIRE CODE) 13.3.5. ADA AND ARIZONA HANDICAPPED REGULATIONS 13.3.6. INTERNATIONAL CONSTRUCTION BUILDING AND FIRE CODES 13.3.7. WORK SHALL BE INSTALLED BY UL CERTIFIED INSTALLERS 13.4. DO NOT POSITION SMOKE DETECTORS WITHIN 36" OF ANY AIR HANDLING GRILLES (SUPPLY OR RETURN) OR WITHIN 12" OF FACILITY LIGHTING FIXTURES. 13.5. ALL DEVICE BACK BOXES TO BE MOUNTED FLUSH, PERPENDICULAR TO FINISH WALLS AND CEILING SURFACES USING STANDARD "TRADE" MOUNTING HARDWARE. 13.6. CONTRACTOR WILL COMPLY WITH PROJECT SPECIFICATIONS, AND SUPPLY SHOP DRAWINGS, CUTS, SAMPLES, ETC. TO THE ENGINEER WITHIN 5 DAYS OF CONTRACT AS REQUIRED. 13.7. SYSTEM MONITORED AT ACM, U.L. APPROVED MONITORING STATION LOCATED IN CITY OF PROJECT. 13.8. EXTEND EXISTING SYSTEM TO NEW DEVICES. LOADS ON EACH ZONE, OR RUN TO BE CALCULATED (RESULTS TO ENGINEER) PRIOR TO INSTALLATION. ADDITIONAL RUNS, ZONES, CONTROL CARDS, ETC., REQUIRED FOR FACP/FAANN TO BE INCLUDED IN BID. 13.9. GAMEWELL IS AN ACCEPTABLE MANUFACTURER. 13.10. ALL SPRINKLER SYSTEMS WITH GREATER THAN 100 HEADS SHALL HAVE MINIMUM 4 ZONE CLASS B FIRE ALARM CONTROL PANEL WITH AUTO DIALER. (UNLESS COMPLETE CLASS A FIRE ALARM SYSTEM IS INDICATED ON PLANS). SPRINKLER SYSTEMS WITH LESS THAN 100 HEADS REQUIRE ONLY CONNECTION TO WATER FLOW AND TAMPER SWITCH. (UNLESS OTHERWISE NOTED OR INDICATED). THESE SPECIFICATIONS ARE BASED UPON THE 2017 NEC. THE CODE(S) ADOPTED BY THE AUTHORITY HAVING JURISDICTION SUPERCEDE THE SECTIONS LISTED BELOW BUT ONLY IF THOSE REQUIREMENT(S) ARE MORE STRINGENT. ELECTRICAL SPECIFICATIONS SAURABH JAGD I SH PANDYA REG I STERED PROFESS I ONA L ENG I NEER E L ECT R I CA S L TATE OF CAL I FORNIA E-23194 EXP. 6-30-24 09/18/23 7977
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PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. __ OF 63 FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. S+((7S,=( ;$5C+( DO1O7SC$/( SAURABH PANDYA, E-23194 6/26/23 SHEET INFORMATION AS NOTED 2017 PERMIT SET CONSTRUCTION DOCUMENTS 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 TITLE-24 INDOOR TITLE-24 INDOOR E0.02 SAURABH JAGD I SH PANDYA REG I STERED PROFESS I ONA L ENG I NEER E L ECT R I CA S L TATE OF CAL I FORNIA E-23194 EXP. 6-30-24 09/18/23 8078
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PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. __ OF 63 FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. S+((7S,=( ;$5C+( DO1O7SC$/( SAURABH PANDYA, E-23194 6/26/23 SHEET INFORMATION AS NOTED 2017 PERMIT SET CONSTRUCTION DOCUMENTS 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 TITLE-24 OUTDOOR TITLE-24 OUTDOOR E0.03 SAURABH JAGD I SH PANDYA REG I STERED PROFESS I ONA L ENG I NEER E L ECT R I CA S L TATE OF CAL I FORNIA E-23194 EXP. 6-30-24 09/18/23 8179
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1. AVAILABE FAULT CURRENT FROM SCE UTILITY COMPANY IS: 42,000 AIC. AFC = 67,000 + MOTOR CONTRIBUTION = 42,000 + (6 X 128) = 42,768 A 2. ALL EQUIPMENT BUSSING AND GROUNDING ELECTRODE SHALL BE COPPER AND ALL WIRES SHALL BE COPPER, THWN/THHN UNLESS NOTED OTHERWISE. 3. THE MAIN SWITCHBOARD AND PANEL BOARDS SHALL BE BY ONE MANUFACTURER ONLY. 4. ALL FUSES SHALL BE PROVIDED WITH REJECTION TYPE FUSE HOLDER. 5. DISTRIBUTION SYSTEM SHALL BE FULLY RATED. SERIES RATING IS NOT ALLOWED. 6. ALL CIRCUIT BREAKER SHALL BE LABELLED TO CLEARLY INDICATE AREA BEING SERVED. 7. UNDERGROUND CONDUIT SHALL BE MINIMUM OF PVC SCHEDULE 40. REFER TO 2019 CEC TABLE 300.5 FOR THE MINIMUM COVER REQUIREMENTS OF DIRECT BURIAL CABLE. 8. ALL METAL PIPING & STRUCTURES INCLUDING GAS PIPING THAT IS LIKELY TO BE ENERGIZED SHALL BE BONDED TO THE SERVICE GROUNDING POINT AS DESCRIBED IN CEC SECTION 250.104. FIELD VERIFY & PROVIDE BONDING JUMPERS AS REQUIRED. 9. ALL TERMINATIONS AND CIRCUIT BREAKERS SHALL BE RATED FOR 75 DEGREES CENTIGRADE. 10. ALL ELECTRICAL EQUIPMENT, PANELS, FEEDERS, ETC. ARE NEW UNLESS NOTED OTHERWISE. 11. ALL THE ELECTRICAL SERVICES AND REQUIREMENTS ARE SUBJECT TO THE APPROVAL BY THE UTILITY COMPANY AND THE DEPARTMENT OF BUILDING AND SAFETY. VERIFY EXACT REQUIREMENTS PRIOR TO ROUGH-INS. 12. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH SCE SERVICE PLANNER FOR THE PRIMARY ELECTRICAL SERVICE PRIOR TO ANY WORK. 13. FEEDER LENGTH IS FOR CALCULATION ONLY NOT FOR BIDDING PURPOSES. 14. THE MAIN SERVICE SHALL BE TESTED BY A THIRD PARTY NRTL TESTING LABORATORY AND SHALL BE CERTIFIED FOR SERVICE GROUND FAULT PROTECTION. THE MAIN SERVICE SHALL NOT BE ENERGIZED PRIOR TO BUILDING INSPECTORS' RECEIPT OF THE THIRD PARTY TESTING REPORT. 15. REFER TO DIVISION 21, 22 AND 23 DRAWINGS AND SCHEDULES FOR WORKS TO BE FURNISHED AND INSTALLED BY DIVISION 26 THAT ARE NOT SPECIFICALLY IDENTIFIED ON THE ELECTRICAL DRAWINGS. 16. FURNISH A MINIMUM OF 25% SPARE BREAKERS AND A FURTHER 25% SPACE UNLESS OTHERWISE NOTED ON THE PANEL SCHEDULES. 17. FURNISH AN ISOLATED GROUND OF EQUAL SIZE TO GROUND CONDUCTOR WHERE APPLICABLE. 18. PROVIDE SURGE PROTECTION IN COMPLIANCE WITH NFPA 780 AND C.E.C. REFERENCE NOTES: 1. METERING SHALL BE PER UTILITY'S REQUIREMENTS AND SPECIFICATIONS. PROVIDE CT METERING CABINET. 2. STUB-OUT 2" C.O. WITH PULL STRING ABOVE ROOF, FOR FUTURE SOLAR INSTALLATIONS. 3. INCOMING UTILITY SERVICE CONDUCTORS TO UTILITY METER. COORDINATE EXACT REQUIREMENT WITH SCE. REFER TO SHEET E9.01 FOR SCE DRAWING. 4. SERVICE GEAR SHALL BE ENCLOSED IN A NEMA 3R ENCLOSURE. VERIFY EXACT REQUIREMENTS WITH UTILITY COMPANY PRIOR TO SERVICE GEAR PROCUREMENT. 5. PROVIDE INTEGRAL SURGE PROTECTIVE DEVICE. 6. ALL CIRCUIT BREAKER IN THIS PANEL SHALL BE FULLY RATED AND U.L. LISTED FOR AN INTERRUPTING CURRENT OF MINIMUM 10,000 A AND PANEL SHALL BE BRACED FOR MINIMUM 10,000 A. 7. ALL CIRCUIT BREAKER IN THIS PANEL SHALL BE FULLY RATED AND U.L. LISTED FOR AN INTERRUPTING CURRENT OF MINIMUM 42,000 A AND PANEL SHALL BE BRACED FOR MINIMUM 42,000 A. - GENERAL NOTES: GN 1"C., 1#1/0 CU TO BUILDING STEEL 1"C., 1#1/0 CU UFER GROUND 1"C., 1#1/0 TO COLD WATER PIPING WITHIN 5FT OF ENTRANCE TO BUILDING 3 PANEL A 400A 42KAIC 3-1/2"C. - 3#600 MCM CU + 1#2 CU G.

L=10' V.D.=0.12% NEW UNDERGROUND SERVICE CONDUCTORS FROM SCE POWER POLE 400A 2PMAIN MAIN SWITCHBOARD 'MSA' 400A,120/240V, 1PH, 3W, 65KAIC 400A BUS, NEMA 3R 7 4 2 1 6 PANEL B 100A 10KAIC 1-1/2"C. - 3#1 CU + 1#6 CU G.

L=110' V.D.=1.21% 6 AFC = 42,768A SEE GENERAL NOTE 1 X Isc = 37.1kA Isc = 6.6kA M SPD5 PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. __ OF 63 FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE SAURABH PANDYA, E-23194 09/18/23 SHEET INFORMATION AS NOTED 2017 PERMIT SET CONSTRUCTION DOCUMENTS 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 SINGLE LINE DIAGRAM AND PANEL SCHEDULE DIAGRAM AND SINGLE LINE E2.01 PANEL SCHEDULE 1 SAURABH JAGD I SH PANDYA REG I STERED PROFESS I ONA L ENG I NEER E L ECT R I CA S L TATE OF CAL I FORNIA E-23194 EXP. 6-30-24 8280 101
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Scale: 1/8"=1'-0" SITE ELECTRICAL PLAN 1. ELECTRICAL CONTRACTOR TO CHECK ALL FEASIBLE ROUTING OF CONDUITS AND WIRES AT THE JOB SITE INCLUDING LOCATIONS OF ALL ADDITIONAL EQUIPMENT FOR A COMPLETE FUNCTIONAL CODE COMPLIANT ELECTRICAL SYSTEM. 2. COORDINATE ALL PRIMARY ELECTRICAL CONNECTION WITH THE SCE SERVICE PLANNER PRIOR TO ANY PRIMARY POWER CONSTRUCTION. 3. CONTRACTOR SHALL VISIT SITE AND DETERMINE ALL CONDITIONS AFFECTING ELECTRICAL WORK AND INCLUDE COSTS THEREFORE IN THIS CONTRACT PRICE. 4. CONTACT UTILITY COMPANIES AND PROVIDE ALL SERVICES, WORK, INSTALLATION AND COORDINATION REQUIRED FOR THEIR USE. 5. CONDUITS STUBS SHALL BE TERMINATED IN ACCESSIBLE LOCATIONS, SECURELY CAPPED, AND LOCATED BY AN APPROVED VISIBLE MARKER. 6. INSTALL APPROVED GROUNDING BUSHING AT EACH TERMINATION OF RIGID CONDUIT. 7. ALL WORK REQUIRED FOR THE UTILITY SERVICES SHALL CONFORM TO THE REQUIREMENTS AND STANDARDS OF THE SERVING UTILITY COMPANIES. 8. LOCATION AND ROUTING OF ALL EXPOSED EQUIPMENT, PIPING, DUCTWORK, AND CONDUIT SHALL BE APPROVED BY THE ARCHITECT PRIOR TO START OF ANY WORK. 9. ALL UNDERGROUND ELECTRICAL CONDUITS SHALL BE PVC SCH. 40 MINIMUM. 10. ALL EXTERIOR CONDUITS SHALL BE INSTALLED AT LEAST 24" BELOW GRADE OR SHALL MEET THE REQUIREMENTS BASED ON 2019 CEC TABLE 300.5 11. CONDUIT RUNS ARE DIAGRAMMATIC ONLY. REFER TO DRY UTILITY DRAWINGS FOR THE EXACT CONDUIT ROUTING AND EQUIPMENT TERMINATION. 12. REFER TO 2022 CEC TABLE 300.5 FOR THE MINIMUM COVER REQUIREMENTS OF DIRECT BURIAL CABLE. PROVIDE 24" BURIAL DEPTH OF UNDERGROUND CABLES FOR CONDUITS AND CONDUCTORS AND PROVIDE ALL REQUIRED COVER MATERIALS FOR THE DIRECT BURIED CONDUCTOR AND THE TOP SURFACE OF FINISH GRADE, CONCRETE OR SIMILAR COVER. 13. OBSERVE CLEAN ELECTRICAL INSTALLATION ALL THROUGHOUT THE SPACE. REFERENCE NOTES: - 1. REFER TO SHEET E9.01 FOR THE SCE APPROVED DRAWING FOR THE PRIMARY CONDUIT ROUTING. GENERAL NOTES PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. __ OF 63 FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. S+((7S,=( ;$5C+( DO1O7SC$/( SAURABH PANDYA, E-23194 6/26/23 SHEET INFORMATION AS NOTED 2017 PERMIT SET CONSTRUCTION DOCUMENTS 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 SITE ELECTRICAL PLAN SITE ELECTRICAL E4.01 PLAN SAURABH JAGD I SH PANDYA REG I STERED PROFESS I ONA L ENG I NEER E L ECT R I CA S L TATE OF CAL I FORNIA E-23194 EXP. 6-30-24 09/18/23 DN DN DN DN AA BB CC DD EE FF 5 5 4 4 1 1 3 3 2 2 196 SF STORAGE 1 / MULTI-PURPOSE ROOM 105 180 SF WOMEN'S RESTROOM 103 172 SF MEN'S RESTROOM 102 3,366 SF BALLROOM 100 467 SF KITCHEN 101 (EXISTING) (EXISTING)

1.5% SLOPE S 199 SF STORAGE 2 / MULTI-PURPOSE ROOM 104 1.5% SLOPE 1.5% SLOPE 1.5% SLOPE 1.5% SLOPE 1.5% SLOPE

1.5% SLOPE 1.5% SLOPE (EXISTING) (EXISTING) (EXISTING) (EXISTING) 8.3% SLOPE MAX. 8.3% SLOPE MAX.

8.3% SLOPE MAX.

8.3% SLOPE MAX. 8.3% SLOPE MAX.

8.3% SLOPE MAX. N RAMP 1 RAMP 2 RAMP 3 RAMP 4 1.5% SLOPE 1.5% SLOPE

1.5% SLOPE ALIGN

1.5% SLOPE 1.5% SLOPE 1.5% SLOPE 5% SLOPE MAX. DN. TO MATCH HEIGHT OF NEW CURB CUT @ SIDEWALK PER CITY PROJECT APPROX. 32' TO SIDEWALK 1.5% SLOPE (EXISTING) (E) CLEAN OUT MAIN METER SECTION 'MSA' 400A, 120/240V, 1PH, 3W 1 8381 101
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DN DN DN DN AA BB CC DD EE FF 5 5 4 4 1 1 3 3 2 2 196 SF STORAGE 1 / MULTI-PURPOSE ROOM 105 180 SF WOMEN'S RESTROOM 103 172 SF MEN'S RESTROOM 102 3,366 SF BALLROOM 100 467 SF KITCHEN 101 (EXISTING) (EXISTING)

1.5% SLOPE S 199 SF STORAGE 2 / MULTI-PURPOSE ROOM 104 1.5% SLOPE 1.5% SLOPE 1.5% SLOPE 1.5% SLOPE 1.5% SLOPE

1.5% SLOPE 1.5% SLOPE (EXISTING) (EXISTING) (EXISTING) (EXISTING) 8.3% SLOPE MAX. 8.3% SLOPE MAX.

8.3% SLOPE
MAX.

8.3% SLOPE
MAX. 8.3% SLOPE MAX.

8.3% SLOPE
MAX. RAMP 1 RAMP 2 RAMP 3 RAMP 4 1.5% SLOPE 1.5% SLOPE

1.5% SLOPE ALIGN

1.5% SLOPE 1.5% SLOPE 1.5% SLOPE 5% SLOPE MAX. DN. TO MATCH HEIGHT OF NEW CURB CUT @ SIDEWALK PER CITY PROJECT APPROX. 32' TO SIDEWALK 1.5% SLOPE (EXISTING) (E) CLEAN OUT PANEL 'A' MAIN SWITCHBOARD 'MSA' 400A, 120/240V, 1PH, 3W PANEL 'B' A:40WP 40WP A:40 J 33 A:33 A:35 +42" 35+42" 37 JJ37 J37 J 37 J J A:39 A:33 A:35 A:37 A:37 A:41 J A:44,46 A:421 2 3 3 4 4 44 5 29 2929 21 23 A:21A:23 25 27 A:25A:27 1719 A:19 A:17 19 6 A:29 31 A:31 31 31 31 m 45 J A:45 m J A:45 m J A:45 m J A:45 m J A:45 m J A:45 mJ A:45 mJ A:45 mJ A:45 mJ A:45 mJ A:45 mJA:45m B:2 HP1 7 7 7 7 7 7 777777 A:2,4 8 9 303 B:6 J 301 302 B:4 313B:16 J 308B:8,10 J 310 B:14 J 309 B:12 10 m A:34,36 9 m A:26,28 9 m A:30,32 9 FC3 FC4 m A:22,24 9 FC2 EF1 m A:18,20 9 FC1 CM 11 29 13 J A:38 12 J A:38 12 J A:38 12 J A:38 12 T T T 14 (TYP) CM 11 31 FC-3 FC-2 FC-1 T FC-4 EWH1 HP2HP3HP4 A:6,8 8 9 A:10,12 8 9 A:14,16 8 9 A:40 WP 15 A:45 A:47 16 1. ALL WORK SHALL COMPLY WITH 2019 CALIFORNIA ELECTRIC CODE. 2. REFER TO DRAWING E000 FOR GENERAL NOTES. 3. ALL BREAKERS FEEDING MULTIPLE CIRCUIT HOMERUNS SHALL BE PROVIDED WITH UL LISTED HANDLE TIES ON SINGLE POLE BREAKERS SERVING MULTI WIRE BRANCH CIRCUITS IN COMPLIANCE WITH CEC 210.4B. 4. RECEPTACLES GANGED TOGETHER SHALL BE MOUNTED UNDER SINGLE COVER PLATE. 5. COORDINATE EXACT LOCATION OF RECEPTACLES WITH ARCHITECT. SCALING OF ENGINEERING DOCUMENTS FOR LOCATIONS OF DEVICES SHALL NOT BE PERMITTED. 6. PROVIDE TELE/DATA BOXES AND AN EMPTY CONDUIT SYSTEM. TELE/DATA CABLING BY OTHERS. INSTALL PULL STRING IN EACH EMPTY CONDUIT. 7. REFER TO THE MECHANICAL AND PLUMBING DRAWINGS FOR EXACT LOCATION OF ALL EQUIPMENT. 8. REFER TO ARCHITECTURAL DRAWINGS FOR THE EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL DEVICES (I.E. RECEPTACLES, DATA/TELEPHONE OUTLETS, SECURITY DEVICES, PANELS, SPEAKER/STROBE, ETC.) MAXIMUM 48" AFF TO TOP OF DEVICE AND MINIMUM 15" AFF TO BOTTOM OF DEVICE. 9. NO PIPING, DUCTS, OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT. 10. ALL TELEPHONE/DATA CONDUIT STUB-UPS, WHERE GYPBOARD CEILINGS OCCUR, SHALL RUN INTO ACCESSIBLE CEILING AREAS. 11. ANY DISCREPANCIES SHALL BE DIRECTED TO ARCHITECT PRIOR TO BIDDING. WHERE DISCREPANCIES CANNOT BE RESOLVED PRIOR TO SUBMITTING BIDS, CONTRACTOR SHALL PROCEED BASED ON MORE COSTLY OR RESTRICTIVE INTERPRETATIONS. 12. DO NOT INSTALL OUTLETS BACK TO BACK ON THE SAME PARTITION. WHERE OUTLETS MUST BE LOCATED IN THE SAME STUD CAVITY ON OPPOSITE SIDES OF THE PARTITION, INSTALL A VERTICAL AND HORIZONTAL STUD, AS REQUIRED, SEPARATING SUCH OUTLETS. 13. ALL SLAB CORING LOCATIONS SHALL BE FIELD VERIFIED FOR ANY OBSTRUCTIONS BELOW THE SLAB. LOCATIONS SHALL BE X-RAYED WITH ALL REBAR AND ELECTRICAL LINES INDICATED. 14. NO EQUIPMENT, J-BOXES, ETC. REQUIRING ACCESS SHALL BE LOCATED IN HARD CEILING AREAS UNLESS ACCESS PANEL IS PROVIDED, COORDINATE WITH ARCHITECT. 15. ALL WIRING IN OPEN AREAS TO BE RUN NEATLY IN CONDUIT. 16. ALL THE NEW AND EXISTING DATA OUTLETS SHALL BE PROVIDED WITH A NEW CONDUIT STUBBED UP TO THE ACCESSIBLE LOCATION AND PROVIDE WIRING TO THE NEW DATA ROOM LOCATION. 17. ALL DEDICATED 120V RECEPTACLE OUTLET SHALL HAVE SEPARATE CIRCUIT AND RECEPTACLE SHALL BE NEMA 5-20R. 18. ALL FEEDER WIRES SHALL BE COPPER (CU), UNLESS NOTED OTHERWISE. 19. FOR 15A, 20A, 25 AND 30 AMPERE BRANCH CIRCUIT, THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE THE SAME AWG AS THE UNGROUNDED CONDUCTOR. (CEC 250.122 (A)(B)). 20. ALL ELECTRICAL OUTLETS LOCATED ABOVE COUNTERTOP INCLUDING BATHROOM COUNTERTOP SHALL BE GFCI DUPLEX OUTLET. GFCI OUTLET SHALL BE SELF-TEST, SELF-DIAGNOSTIC TYPE HUBBELL AUTOGUARD SERIES OR EQUAL. 21. ALL THE BRANCH CIRCUITS SHALL BE (1)3/4"C. - 2#12 CU+1#12CU G. UNLESS OTHERWISE NOTED. 22. PROVIDE SWITCH AND RECEPTACLE HEIGHTS PER STATE OF CALIFORNIA ACCESSIBILITY REQUIREMENTS. VERIFY WITH ARCHITECT FOR EXACT REQUIREMENTS AND LOCATION. 23. CONTRACTOR SHALL PROVIDE ALL REQUIRED LOW VOLTAGE CONDUIT AND WIRING FOR TELEPHONE/DATA, CCTV, INTERCOM SYSTEM AND ETC. CONTRACTOR TO INCLUDE IN THEIR BIDS ALL COSTS FOR PREPARATION AND INSTALLATION OF LOW VOLTAGE SYSTEMS. PROVIDE POWER AS REQUIRED. MAINTAIN SEPARATION BETWEEN ELECTRICAL AND LOW VOLTAGE CONDUITS. PLEASE REFER TO LOW VOLTAGE DRAWINGS FOR EXACT PLACEMENT OF ALL LOW VOLTAGE EQUIPMENT. 24. PROVIDE 3'-0" CLEARANCE IN FRONT OF ALL DISCONNECT SWITCHES. REFERENCE NOTES: - 1. FOR CONNECTION TO CIRCULATING PUMP. 2. PROVIDE 100AS,70AF,2P DISCONNECT SWITCH. PROVIDE 1"C - 2#4 CU + 1#8 CU G. 3. FOR CONNECTION TO HAND DRYER. VERIFY EXACT LOCATION IN FIELD. 4. FOR CONNECTION TO FAUCET SENSOR. VERIFY EXACT LOCATION IN FIELD. 5. FOR CONNECTION TO IRRIGATION CONTROLLER. VERIFY EXACT LOCATION IN FIELD. 6. FOR CONNECTION TO MOTORIZED ROLL DOWN PROJECTOR SCREEN. VERIFY EXACT LOCATION IN FIELD. 7. FOR CONNECTION TO MOTORIZED SHADES. VERIFY EXACT LOCATION IN FIELD. 8. PROVIDE 60AS,40AF,2P WEATHERPROOF DISCONNECT SWITCH. PROVIDE 3/4"C - 2#8 CU + 1#10 CU G. 9. PROVIDE 3/4" CONDUIT TO THE CONTROL UNIT. WIRING PER MANUFACTURER'S RECOMMENDATION. 10. PROVIDE 1"C - 3#4 CU + 1#8 CU G. 11. PROVIDE UNSWITCHED POWER CONNECTION TO SMOKE OR CARBON MONOXIDE DETECTORS. ALL 120V SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE EQUIPPED WITH APPROVED BACK-UP BATTERY AND SHALL BE INTERCONNECTED TO ALARM UPON ACTIVATION OF ANY SMOKE AND CARBON MONOXIDE DETECTOR PER NFPA REQUIREMENTS. VERIFY LOCATION WITH ARCHITECTURAL REFLECTED CEILING PLANS AND LOCATE AT A MINIMUM OF 3 FT. FROM A/C REGISTERS, BATHROOM DOORS AND TIPS OF CEILING FANS. 12. DUCT SMOKE DETECTOR CONTRACTOR SHALL COORDINATE EXACT LOCATION WITH MECHANICAL AND INSTALL EQUIPMENT AS PER MANUFACTURERS SPECIFICATIONS. FURNISH AND INSTALL NEW BRANCH CIRCUITRY AS SHOWN. 13. CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL KITCHEN EQUIPMENT WITH ARCHITECT AND INSTALL AS PER MANUFACTURER'S SPECIFICATIONS. FURNISH AND INSTALL NEW BRANCH CIRCUITRY AS SHOWN. 14. PROVIDE LINE VOLTAGE AS NECESSARY FOR THERMOSTAT PER MANUFACTURERS REQUIREMENTS. COORDINATE INSTALLATION WITH MECHANICAL PLANS PRIOR INSTALLATION. 15. FOR CONNECTION TO PROJECTOR. VERIFY EXACT LOCATION IN FIELD. 16. VERIFY EXACT LOCATION OF FLOOR BOX OUTLET IN FIELD. GENERAL NOTES PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. __ OF 63 FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE SAURABH PANDYA, E-23194 09/18/23 SHEET INFORMATION AS NOTED 2017 PERMIT SET CONSTRUCTION DOCUMENTS 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 Scale: 1/4"=1'-0" 1 FIRST FLOOR POWER PLAN FIRST FLOOR POWER PLAN FIRST FLOOR E5.01 POWER PLAN 1 1 1 SAURABH JAGD I SH PANDYA REG I STERED PROFESS I ONA L ENG I NEER E L ECT R I CA S L TATE OF CAL I FORNIA E-23194 EXP. 6-30-24 8482 101
94 CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
04/22/2024 24-001 Page 443 of 2548
$$ %% CC DD (( )) S KEF1 1 2 B:18,20 40WP B:22 1. ALL WORK SHALL COMPLY WITH 20 CALIFORNIA ELECTRIC CODE. 2. REFER TO DRAWING E000 FOR GENERAL NOTES. 3. ALL BREAKERS FEEDING MULTIPLE CIRCUIT HOMERUNS SHALL BE PROVIDED WITH UL LISTED HANDLE TIES ON SINGLE POLE BREAKERS SERVING MULTI WIRE BRANCH CIRCUITS IN COMPLIANCE WITH CEC 210.4B. 4. VERIFY WITH THE MECHANICAL DRAWINGS FOR THE EXACT LOCATION OF HVAC EQUIPMENT. 5. VERIFY WITH THE PLUMBING DRAWINGS FOR THE EXACT LOCATION OF PLUMBING EQUIPMENT. 6. LOCATION AND ROUTING OF ALL EXPOSED EQUIPMENT, PIPING, DUCTWORK, AND CONDUIT SHALL BE APPROVED BY THE ARCHITECT PRIOR TO START OF ANY WORK. 7. ALL FEEDER WIRES SHALL BE COPPER (CU), UNLESS NOTED OTHERWISE. 8. PROVIDE GFCI, WEATHERPROOF RECEPTACLE ON THE ROOF AS SHOWN. 9. PROVIDE UNISTRUT FOR THE DISCONNECT SWITCHES AS REQUIRED. 10. PROVIDE 3'-0" CLEARANCE IN FRONT OF ALL DISCONNECT SWITCHES. 11. CONDUIT RUNS ARE DIAGRAMMATIC ONLY. ELECTRICAL CONTRACTOR SHALL VERIFY FEASIBLE CONDUIT ROUTING. 12. OBSERVE CLEAN ELECTRICAL INSTALLATION ALL THROUGHOUT THE SPACE. 13. ALL ELECTRICAL EQUIPMENT ON ROOF SHALL BE WEATHERPROOF, NEMA-3R OR BETTER. 14. ALL HVAC CONTROLS SHALL BE PROVIDED AND PROGRAMMED BY THE MECHANICAL CONTRACTOR ELECTRICAL CONTRACTOR TO PROVIDE ALL REQUIRED CONDUIT AND WIRES UP TO THE CONTROL BOX COORDINATE WITH MECHANICAL DRAWINGS FOR THE CONTROLS AND INTERCONNECTION AS REQUIRED BY ALL TRADES. 15. THE MOTOR OVERLOAD PROTECTION SHALL BE PERMITTED AS A SEPARATE FIELD INSTALLED DEVICE OR INTEGRAL WITH THE MOTOR ASSEMBLY. USE THE MOTOR NAMEPLATE FULL LOAD CURRENT TO SELECT THE OVERLOAD PROTECTION. REFERENCE NOTES: - 1. PROVIDE 30AS,15AF,2P WEATHERPROOF DISCONNECT SWITCH. 2. PROVIDE 3/4" CONDUIT TO THE CONTROL UNIT. WIRING PER MANUFACTURER'S RECOMMENDATION. GENERAL NOTES PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. __ OF 63 FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. S+((7S,=( ;$5C+( DO1O7SC$/( SAURABH PANDYA, E-23194 6/26/23 SHEET INFORMATION AS NOTED 2017 PERMIT SET CONSTRUCTION DOCUMENTS 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 Scale: 1/4"=1'-0" ROOF POWER PLAN ROOF POWER PLAN ROOF POWER PLAN E5.02 SAURABH JAGD I SH PANDYA REG I STERED PROFESS I ONA L ENG I NEER E L ECT R I CA S L TATE OF CAL I FORNIA E-23194 EXP. 6-30-24 09/18/23 83 94
19 85
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CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
04/22/2024 24-001 Page 444 of 2548
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C/($1O87 L07 3b L07 3b L07 3b L07 3bL07 3b L07 3b L07 3b L07 3b L05 1aL05 1aL05 1a L05 1aL05 1aL05 1a L05 1aL05 1aL05 1a L05 1aL05 1aL05 1a L05 1aL05 1aL05 1a A:11 L02 11a L02 11a L02 11a L02 11a L02 11a L02 11a L02 11a L02 11a L01 11a L01 11aL01 11a L02 11b L02 11b L02 11bL02 11b L02 11b L01 11aL01 11a L02 11bL02 11b L02 11b L02 11b L02 11b L03 1a L03 1aL03 1a L03 1a L03 1a L03 1a L02 1b L04 1cL04 1cL04 1c L03 1xL03 1x L03 1x L03 1x L02 1y A:1 A:3 J A:5 L06 5c J L06 5c JL06 5c J L06 5c J A:7 L06 7c J L06 7c JL06 7c J L06 7c J A:9 L06 9c J L06 9c D a OSPC OSPC OSPC OSPC OSPC OS OS OS OS OS J JJ EX1EX1 EX1 J EX1 J EX11 D a S ab S ab OS OS OS OS OSOS OS OS OS OS OS OSOSOSOS D B:1 abc D xy EM EM EM EM EM PC EM EM EM EM EMEM EM EM EM EM EM EM EM D abc A:3 Lx01 13,15 Lx01 13,15 Lx01 13,15 Lx01 13,15 Lx01 13,15 Lx01 13,15A:13,15EMEM EM EM EMEMEM Lx01 13,15 1 (TYP) S 2 3 PDZ SDZ SDZ PDZPDZ Lx01 13,15 EM Lx01 13,15 EM (TYP) COMBINATION SWITCH/ WALL OCCUPANCY SENSOR WITH TWO POLE FOR TWO ZONE CONTROL. MANUAL ON/OFF WALL SWITCH. COMBINATION DIMMER SWITCH/ WALL OCCUPANCY SENSOR. 1 ZONE CONTROL WALL DIMMER SWITCH. 2 ZONE CONTROL WALL DIMMER SWITCH CONTROLLING THE ZONES INDICATED. 4 ZONE CONTROL WALL DIMMER SWITCH CONTROLLING THE ZONES INDICATED. CEILING MOUNTED OCCUPANCY SENSOR CONTROLLING THE ZONES INDICATED. CEILING MOUNTED PHOTOCELL SENSOR WITH AUTOMATIC DAYLIGHT DIMMING CONTROLLING THE ZONES INDICATED. OSab abcd OSPCDDDDSSOS 1. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH 2019 CEC CODE. 2. ALL LIGHT FIXTURES SHALL BE CONNECTED TO THE LIGHTING CONTROL SYSTEM VIA LOW VOLTAGE CONTROL WIRING UNLESS OTHERWISE NOTED. 3. PROVIDE THE REQUIRED RELAY PACKS AND DIMMING MODULES TO CONTROL ALL LIGHTING LOAD TYPES. 4. ON NORMAL POWER FAILURE ALL LIGHTS CONNECTED TO EMERGENCY CIRCUITS SHALL AUTOMATICALLY COME UP TO FULL BRIGHTNESS AND REMAIN ON. 5. PROVIDE OCCUPANCY SENSOR, WALL OR CEILING MOUNTED AS SHOWN ON THIS PLAN WITH TYPE AND MODEL THAT CAN ACCOMMODATE THE SPACE REQUIREMENT FOR THE ROOM OR AREA. 6. DAYLIGHT PHOTOSENSOR AND DIMMING LEVEL SETTINGS SHALL BE COMMISSIONED AND ESTABLISHED IN THE FIELD AFTER FURNITURE AND FINAL FINISHES ARE INSTALLED AND LIGHTING IS OPERATIONAL. 7. CONTRACTOR SHALL PROVIDE SHOP DRAWING PREPARED BY THE LIGHTING CONTROLS MANUFACTURER. SHOP DRAWINGS PREPARED BY THIRD PARTY OTHER THAN MANUFACTURER ARE NOT ACCEPTABLE. 8. REFER TO ARCHITECTURAL AND/OR INTERIOR DESIGNER DRAWING FOR LIGHTING FIXTURE SCHEDULE. 9. LIGHTING SPECIFICATIONS SHALL BE COORDINATED WITH THE ARCHITECT PRIOR TO PURCHASING. 10. ALL THE BRANCH CIRCUITS SHALL BE (1)3/4"C. - 2#12 CU+1#12CU GRD. UNLESS OTHERWISE NOTED. 11. COORDINATE EXACT SWITCH LOCATION AND MOUNTING HEIGHTS WITH ARCHITECT/OWNER. 12. COORDINATE EXACT LOCATIONS OF LIGHTS AND LIGHTING CONTROL DEVICES WITH ARCHITECT 13. PRIMARY DAYLIGHT AREA/CONTROL ZONE DESIGNATED BY "PDZ" AND SECONDARY DAYLIGHT AREA/CONTROL ZONE DESIGNATED BY "SDZ" 14. PROVIDE EMERGENCY BATTERY PACK MINIMUM OF 90-MINUTES AS INDICATED ON THE PLAN. IN THE EVENT OF LOSS OF NORMAL POWER THE EMERGENCY LIGHTING CONTROL UNIT SHALL BYPASS THE LOCAL SWITCH/DIMMER FORCING THE FIXTURE TO "ON" POSITION. 15. MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1-FOOT CANDLE AT THE WALKING SURFACE, 2019 CBC, SECTION 1006. 16. WHERE MULTIPLE SWITCHES ARE INDICATED, SWITCHES SHALL BE GANGED UNDER A COMMON WALL PLATE. 17. LIGHTING CONTROLS DEVICES SHOWN FOR REFERENCE ONLY, COORDINATE WITH LIGHTING CONTROLS MANUFACTURER FOR EXACT EQUIPMENT AND DEVICE LAYOUT PRIOR TO ORDERING OF EQUIPMENT. PROVIDE ADDITIONAL EQUIPMENT AS NECESSARY TO ACHIEVE AN OPERATIONAL SYSTEM THAT MEETS ALL OF THE DESIGN REQUIREMENTS AND COMPLYING WITH LATEST CALIFORNIA ENERGY CODE (2019). 18. LOWER CASE LETTER INDICATES THE SWITCHING DESIGNATION. REFERENCE NOTES: - 1. EXIT SIGN SHALL BE FED FROM UNSWITCHED CIRCUIT AND SHALL BE PROVIDED WITH 90 MINUTE BATTERY BACK-UP. 2. MANUAL ON/OFF SWITCH FOR THE EXTERIOR LIGHTING FIXTURES. 3. EXTERIOR LIGHTING SHALL BE CONTROLLED BY PHOTOCELL, MOTION SENSOR AND ASTRONOMICAL TIME CLOCK CONTROL. GENERAL NOTES PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. __ OF 63 FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. S+((7S,=( ;$5C+( DO1O7SC$/( SAURABH PANDYA, E-23194 6/26/23 SHEET INFORMATION AS NOTED 2017 PERMIT SET CONSTRUCTION DOCUMENTS 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 Scale: 1/4"=1'-0" FIRST FLOOR LIGHTING PLAN FIRST FLOOR LIGHTING PLAN FIRST FLOOR E6.01 LIGHTING PLAN LIGHTING CONTROL LEGENDS MEANS OF EGRESS LIGHTING NOTES: 1. ANY TIME A BUILDING OR A PORTION OF A BUILDING IS OCCUPIED, THE MEANS OF EGRESS SERVING THE OCCUPIED PORTION SHALL BE ILLUMINATED AT AN INTENSITY OF NOT LESS THAN 1-FOOTCANDLE (11 LUX) AT THE WALKING SURFACE LEVEL.”(1008) 2. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE PREMISE’S ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM FOR THE FOLLOWING AREAS:(1008.3) 2.1. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS. 2.2. CORRIDORS, INTERIOR EXIT STAIRWAYS AND RAMPS, AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 2.3. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 2.4. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1028.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 2.5. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1010.1.6, FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 3. THE EMERGENCY POWER SYSTEM SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM WHICH IS TO PROVIDE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 1-1/2 HR. IN CASE OF PRIMARY POWER LOSS. CONTINUED ILLUMINATION IS TO BE PROVIDED FROM STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON-SITE GENERATOR AND THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTER 27. (1008.3.4) 4. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1-FOOTCANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1-FOOTCANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED.(1008.3.5) SAURABH JAGD I SH PANDYA REG I STERED PROFESS I ONA L ENG I NEER E L ECT R I CA S L TATE OF CAL I FORNIA E-23194 EXP. 6-30-24 09/18/23 8684
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94 CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
04/22/2024 24-001 Page 445 of 2548
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1.8 2.2 2.6 2.5 2.3 2.3 2.1 3.4 4.1 3.8 3.4 3.2 2.9 5.0 6.2 5.5 4.9 4.5 4.0 7.2 9.1 7.8 6.7 6.1 5.3 9.9 12.6 10.6 8.8 7.8 6.6 12.4 15.8 13.3 10.7 9.2 7.6 13.9 17.5 14.7 11.7 9.9 8.1 13.0 16.7 14.0 11.2 9.6 7.9 10.9 13.9 11.7 9.6 8.4 7.1 8.2 10.5 8.9 7.5 6.9 5.9 5.9 7.4 6.5 5.7 5.3 4.7 4.1 5.1 4.6 4.2 4.0 3.5 3.0 3.6 3.4 3.2 3.0 2.7 2.3 2.7 2.6 2.5 2.4 2.3 2.0 2.4 2.4 2.3 2.2 2.1 2.2 2.6 2.5 2.5 2.4 2.2 2.8 3.3 3.2 3.0 2.8 2.6 3.8 4.7 4.3 3.9 3.7 3.3 5.4 6.8 6.0 5.3 4.9 4.4 7.6 9.7 8.3 7.1 6.5 5.6 10.2 13.2 11.1 9.1 8.1 6.8 12.6 16.4 13.7 10.9 9.4 7.8 15.6 18.0 14.8 11.7 9.9 8.2 12.7 16.5 13.9 11.0 9.4 7.8 10.4 13.5 11.3 9.3 8.2 6.9 7.8 10.0 8.6 7.2 6.6 5.7 5.5 7.0 6.2 5.4 5.1 4.5 3.9 4.8 4.4 4.1 3.8 3.4 2.9 3.4 3.3 3.1 2.9 2.7 2.3 2.7 2.6 2.5 2.4 2.2 2.1 2.5 2.4 2.3 2.3 2.1 2.3 2.7 2.6 2.5 2.4 2.3 3.0 3.6 3.4 3.2 3.0 2.7 4.2 5.0 4.6 4.2 3.9 3.5 5.9 7.4 6.4 5.7 5.2 4.6 8.3 10.4 8.8 7.5 6.8 5.9 11.1 13.8 11.6 9.5 8.4 7.0 13.4 16.6 13.9 11.1 9.5 7.8 14.2 17.5 14.6 11.6 9.8 8.1 7.7 11.0 14.9 17.9 18.0 16.1 14.7 14.9 16.5 18.3 18.9 17.3 13.9 10.2 7.2 5.1 3.7 3.1 3.1 3.8 5.1 7.2 10.1 13.8 16.5 13.7 16.4 13.7 10.9 9.4 7.7 7.5 10.7 14.2 17.1 18.1 17.2 15.6 14.4 14.6 16.0 17.5 18.0 16.5 13.4 10.0 7.2 5.1 3.8 3.2 3.2 3.8 5.1 7.1 9.8 12.9 15.6 11.1 13.3 11.1 9.1 8.0 6.7 6.4 8.9 11.6 13.8 14.7 14.1 12.9 12.2 12.3 13.2 14.3 14.6 13.3 11.0 8.4 6.2 4.6 3.6 3.1 3.1 3.5 4.5 6.1 8.1 10.5 12.4 8.4 9.8 8.3 7.0 6.4 5.5 9.9 11.5 12.3 12.1 11.4 11.0 11.0 11.6 12.2 12.2 11.2 9.4 7.4 5.7 4.3 3.4 2.9 2.9 3.4 4.2 5.5 7.2 8.9 10.3 2.7 6.1 6.9 6.0 5.2 4.8 4.2 8.6 9.9 10.5 10.5 10.2 10.0 10.0 10.3 10.6 10.5 9.6 8.3 6.8 5.2 4.0 3.2 2.8 2.8 3.1 3.9 5.1 6.5 7.8 8.7 9.0 8.5 7.3 5.8 4.3 3.1 2.3 2.5 4.4 4.8 4.2 3.8 3.5 3.0 7.0 8.0 8.5 8.6 8.5 8.5 8.5 8.6 8.6 8.5 7.8 6.9 5.7 4.6 3.6 2.9 2.5 2.5 2.8 3.5 4.4 5.4 6.3 7.0 7.2 6.8 5.9 4.8 3.7 2.7 2.1 2.2 3.1 3.3 3.0 2.7 2.5 2.2 5.5 6.1 6.6 6.7 6.8 6.8 6.8 6.8 6.7 6.5 6.1 5.4 4.6 3.8 3.0 2.5 2.3 2.2 2.5 2.9 3.6 4.3 4.9 5.3 5.4 5.1 4.5 3.8 3.0 2.3 1.8 1.8 2.3 2.3 2.1 1.9 1.7 1.5 0.9 19.2 Statistics Description Symbol Avg Max Min Max/Min Avg/Min EXTERIOR SITE 7.4 fc 19.2 fc 0.9 fc 21.3:1 8.2:1 Schedule Symbol Label QTY Manufacturer Catalog Description Number Lamps LLF Input Power LX01 9 Lithonia Lighting WST LED P3 30K VF HVOLT VG WST LED, Performance package 3, 3000 K, visual comfort forward throw, HVOLT, vandal guard 1 0.7 50 6.7 6.5 6.6 6.8 7.0 7.1 7.2 7.3 7.3 7.4 7.4 7.4 7.4 7.3 7.2 7.1 7.0 6.9 6.7 6.5 6.5 7.6 7.6 7.8 8.0 8.3 8.5 8.6 8.7 8.8 8.8 8.8 8.8 8.8 8.7 8.6 8.5 8.3 8.1 7.9 7.6 7.4 7.3 8.8 9.1 9.4 9.8 10.1 10.3 10.5 10.6 10.7 10.7 10.7 10.7 10.7 10.6 10.5 10.3 10.1 9.8 9.5 9.1 8.7 8.4 10.3 10.9 11.5 12.1 12.5 12.8 13.0 13.1 13.2 13.3 13.3 13.3 13.2 13.1 13.0 12.8 12.5 12.1 11.6 11.1 10.4 9.8 12.2 13.2 14.2 14.9 15.4 15.8 16.0 16.2 16.3 16.3 16.3 16.3 16.3 16.2 16.0 15.8 15.4 14.9 14.3 13.5 12.5 11.5 14.1 15.7 17.0 17.9 18.5 19.0 19.2 19.4 19.5 19.6 19.6 19.6 19.5 19.4 19.2 18.9 18.5 17.9 17.1 16.0 14.7 13.3 15.6 17.5 19.1 20.2 20.9 21.3 21.6 21.8 21.9 22.0 22.0 22.0 21.9 21.8 21.6 21.3 20.8 20.2 19.2 18.0 16.4 14.6 16.1 18.1 19.7 20.9 21.6 22.1 22.4 22.6 22.7 22.8 22.8 22.8 22.7 22.5 22.3 22.0 21.5 20.8 19.9 18.6 16.9 15.1 15.6 17.4 18.9 20.0 20.8 21.3 21.6 21.8 21.9 22.0 22.0 22.0 21.9 21.7 21.5 21.2 20.7 20.1 19.1 17.9 16.4 14.6 14.8 16.4 17.7 18.8 19.5 20.0 20.3 20.5 20.6 20.7 20.7 20.7 20.6 20.5 20.2 19.9 19.5 18.8 18.0 16.9 15.5 14.0 14.3 15.8 17.0 18.0 18.6 19.1 19.5 19.7 19.8 19.9 19.9 19.9 19.8 19.7 19.4 19.1 18.7 18.1 17.2 16.2 15.0 13.5 14.5 16.0 17.2 18.2 18.9 19.4 19.7 19.9 20.1 20.2 20.2 20.2 20.1 19.9 19.7 19.4 18.9 18.3 17.5 16.5 15.2 13.7 15.3 17.0 18.4 19.4 20.2 20.7 21.0 21.3 21.4 21.5 21.5 21.5 21.4 21.3 21.0 20.7 20.2 19.6 18.7 17.6 16.1 14.5 16.4 18.4 20.0 21.2 22.0 22.5 22.9 23.1 23.2 23.3 23.3 23.3 23.2 23.1 22.8 22.5 22.0 21.3 20.3 19.0 17.4 15.5 17.3 19.5 21.2 22.5 23.3 23.9 24.2 24.5 24.6 24.7 24.7 24.7 24.6 24.5 24.2 23.9 23.3 22.6 21.6 20.2 18.4 16.2 17.2 19.4 21.1 22.4 23.2 23.8 24.1 24.4 24.5 24.6 24.6 24.6 24.5 24.3 24.1 23.7 23.2 22.5 21.5 20.1 18.3 16.2 16.4 18.4 19.9 21.1 21.9 22.5 22.8 23.1 23.2 23.3 23.3 23.3 23.2 23.1 22.8 22.5 22.0 21.3 20.3 19.0 17.4 15.5 15.4 17.1 18.5 19.6 20.3 20.9 21.2 21.5 21.6 21.7 21.7 21.7 21.6 21.5 21.2 20.9 20.4 19.7 18.8 17.7 16.3 14.6 14.9 16.4 17.7 18.7 19.4 20.0 20.3 20.6 20.7 20.8 20.8 20.8 20.7 20.6 20.3 20.0 19.5 18.9 18.0 17.0 15.7 14.1 15.0 16.6 17.9 18.9 19.6 20.2 20.5 20.8 20.9 21.0 21.0 21.0 20.9 20.8 20.5 20.2 19.7 19.1 18.2 17.1 15.8 14.2 15.8 17.5 19.0 20.1 20.9 21.4 21.8 22.0 22.2 22.3 22.3 22.3 22.2 22.0 21.8 21.4 20.9 20.3 19.4 18.2 16.7 14.9 16.8 18.9 20.5 21.8 22.6 23.2 23.5 23.8 23.9 24.0 24.0 24.0 23.9 23.8 23.5 23.1 22.6 21.9 20.9 19.6 17.9 15.9 17.5 19.8 21.6 22.9 23.7 24.3 24.7 24.9 25.1 25.2 25.2 25.2 25.0 24.9 24.6 24.3 23.7 23.0 21.9 20.5 18.7 16.5 17.4 19.6 21.3 22.6 23.4 24.0 24.4 24.6 24.7 24.9 24.9 24.8 24.7 24.6 24.3 24.0 23.4 22.7 21.7 20.3 18.5 16.4 16.5 18.4 20.0 21.2 22.0 22.6 22.9 23.2 23.3 23.4 23.4 23.4 23.3 23.1 22.9 22.5 22.0 21.3 20.3 19.1 17.5 15.6 15.5 17.2 18.6 19.6 20.4 21.0 21.3 21.6 21.7 21.8 21.8 21.8 21.7 21.6 21.3 21.0 20.5 19.8 18.9 17.8 16.4 14.7 15.0 16.5 17.8 18.8 19.6 20.1 20.5 20.7 20.9 21.0 21.0 21.0 20.9 20.7 20.5 20.1 19.6 19.0 18.2 17.1 15.8 14.2 15.2 16.8 18.1 19.1 19.9 20.4 20.8 21.1 21.2 21.3 21.3 21.3 21.2 21.1 20.8 20.5 20.0 19.3 18.5 17.4 16.0 14.4 16.0 17.8 19.3 20.5 21.3 21.8 22.2 22.4 22.6 22.7 22.7 22.7 22.6 22.4 22.2 21.8 21.3 20.6 19.7 18.5 17.0 15.2 17.0 19.1 20.8 22.1 22.9 23.5 23.9 24.1 24.3 24.4 24.4 24.4 24.3 24.1 23.8 23.5 23.0 22.2 21.2 19.9 18.2 16.1 17.7 20.0 21.9 23.2 24.0 24.6 25.0 25.2 25.4 25.4 25.2 25.0 24.6 24.1 23.3 22.2 20.8 18.9 16.7 17.4 19.6 21.4 22.6 23.5 24.1 24.5 24.7 24.8 24.9 25.0 24.9 24.8 24.7 24.4 24.0 23.5 22.7 21.7 20.3 18.5 16.4 16.4 18.4 20.0 21.1 22.0 22.5 22.9 23.2 23.3 23.4 23.4 23.4 23.3 23.1 22.9 22.5 22.0 21.3 20.3 19.0 17.5 15.5 15.4 17.1 18.5 19.6 20.3 20.9 21.2 21.5 21.6 21.7 21.8 21.7 21.6 21.5 21.2 20.9 20.4 19.7 18.8 17.7 16.3 14.6 14.9 16.5 17.8 18.8 19.6 20.1 20.5 20.8 20.9 21.0 21.0 21.0 20.9 20.8 20.5 20.2 19.7 19.0 18.2 17.1 15.8 14.2 15.1 16.7 18.1 19.1 19.9 20.4 20.8 21.1 21.2 21.3 21.3 21.3 21.2 21.0 20.8 20.5 20.0 19.3 18.4 17.3 16.0 14.3 15.7 17.6 19.1 20.2 21.0 21.6 21.9 22.2 22.3 22.4 22.4 22.4 22.3 22.1 21.9 21.6 21.1 20.4 19.5 18.3 16.7 14.9 16.4 18.5 20.1 21.4 22.2 22.7 23.0 23.3 23.4 23.5 23.5 23.5 23.4 23.2 23.0 22.7 22.2 21.5 20.5 19.2 17.5 15.5 16.5 18.6 20.3 21.6 22.3 22.9 23.2 23.4 23.5 23.6 23.6 23.6 23.5 23.4 23.1 22.8 22.3 21.6 20.6 19.3 17.6 15.5 6.4 25.5 25.5 25.5 0.7 1.4 3.3 7.1 9.6 10.0 8.4 1.3 2.4 4.8 8.3 9.8 10.0 8.7 3.1 4.8 6.7 9.6 10.3 8.9 6.9 9.0 9.8 9.6 9.3 8.3 6.0 8.9 10.2 10.5 9.4 6.2 4.1 2.6 8.8 10.1 10.0 8.2 4.5 2.1 1.1 7.7 9.4 9.0 6.6 3.0 1.2 0.6 10.6 1.0 1.8 3.4 6.8 9.3 9.5 7.8 2.4 3.9 6.1 9.3 10.5 10.2 8.9 5.6 8.1 9.9 11.6 11.4 10.5 9.0 8.6 10.4 11.4 10.9 9.3 6.9 8.3 9.8 10.0 9.5 7.0 4.9 3.1 8.2 9.6 9.4 7.5 4.0 2.2 1.2 4.7 6.4 6.0 3.8 2.0 1.0 1.8 2.5 2.4 1.7 1.0 0.6 0.6 12.3 10.4 10.6 9.6 11.1 10.7 11.8 12.1 9.4 11.4 13.4 14.0 12.4 8.4 10.5 11.2 11.1 11.4 10.5 8.0 15.8 5.6 7.3 6.3 10.2 11.6 10.5 10.7 11.6 10.6 10.5 11.2 9.5 5.3 11.3 10.9 10.2 10.9 9.8 8.5 7.6 8.3 7.2 10.2 11.1 9.5 5.7 3.6 12.0 6.4 1.3 2.3 7.1 0.9 2.0 3.2 5.0 5.9 5.8 5.7 4.1 2.4 2.3 3.1 4.3 5.8 6.6 6.7 6.4 5.2 3.5 5.5 5.0 5.2 5.7 6.5 6.7 6.9 7.1 6.3 5.2 3.9 6.8 6.7 5.8 5.7 6.2 6.4 6.4 5.9 6.0 6.7 6.5 6.0 4.8 2.6 4.7 6.2 6.2 6.3 4.7 5.5 5.7 6.0 4.9 4.9 6.0 5.9 5.7 5.0 1.8 3.3 5.2 4.0 5.2 5.5 4.9 3.8 3.7 4.8 5.5 5.4 4.3 0.4 7.2 L06 @ 12.5' L06 @ 12.5' L06 @ 12.5' L06 @ 12.5' L06 @ 12.5' L02 @ 9' L02 @ 9' L02 @ 9' L02 @ 9' L02 @ 8.5' L02 @ 8.5' L02 @ 8.5' L02 @ 8.5' L03 @ 10' L03 @ 10' L03 @ 10' L03 @ 9' L03 @ 9' BALLROOM 19.2 fc 25.5 fc 6.4 fc 4.0:1 3.0:1 KITCHEN 5.1 fc 7.2 fc 0.4 fc 18.0:1 12.8:1 MEN'S RR 9.2 fc 12.0 fc 3.6 fc 3.3:1 2.6:1 STORAGE 1 6.8 fc 10.6 fc 0.6 fc 17.7:1 11.3:1 STORAGE 2 6.5 fc 12.3 fc 0.6 fc 20.5:1 10.8:1 WOMEN'S RR 11.2 fc 15.8 fc 8.0 fc 2.0:1 1.4:1 L02 8 Lithonia Lighting LDN4 30/10 LO4AR LS 4IN LDN, 3000K, 1000LM, CLEAR, SPECULAR REFLECTOR, 80CRI 1 0.7 10.58 L03 5 Lithonia Lighting LDN6 35/10 LO6BR 6IN LDN, 3500K, 1000LM, BLACK, CRI80 1 0.7 10.44 L06 5 LumenWerx V3PERL-HLO-LED-80- 500-30-4FT VIA3PERL PERIMETER_LEVELLED 1 0.7 220.38 Lx01 @ 10' Lx01 @ 10' Lx01 @ 10' Lx01 @ 10' Lx01 @ 10' Lx01 @ 10' Lx01 @ 10' Lx01 @ 10' Lx01 @ 10' PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. __ OF 63 FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. S+((7S,=( ;$5C+( DO1O7SC$/( SAURABH PANDYA, E-23194 6/26/23 SHEET INFORMATION AS NOTED 2017 PERMIT SET CONSTRUCTION DOCUMENTS 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 Scale: 1/4"=1'-0" EGRESS PHOTOMETRIC CALCULATIONS EGRESS PHOTOMETRIC CALCULATIONS PHOTOMETRIC EGRESS E8.01 CALCULATIONS SAURABH JAGD I SH PANDYA REG I STERED PROFESS I ONA L ENG I NEER E L ECT R I CA S L TATE OF CAL I FORNIA E-23194 EXP. 6-30-24 09/18/23 8785
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04/22/2024 24-001 Page 446 of 2548
PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACHDATE PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS SHT. __ OF 63 FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. S+((7S,=( ;$5C+( DO1O7SC$/( SAURABH PANDYA, E-23194 6/26/23 SHEET INFORMATION AS NOTED 2017 PERMIT SET CONSTRUCTION DOCUMENTS 08/16/2022 861 VALLEY DR. HERMOSA BEACH, CA 90254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 SCE DRAWING SCE DRAWING E9.01 FOR REFERENCE ONLY SAURABH JAGD I SH PANDYA REG I STERED PROFESS I ONA L ENG I NEER E L ECT R I CA S L TATE OF CAL I FORNIA E-23194 EXP. 6-30-24 09/18/23 886
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04/22/2024 24-001 Page 447 of 2548
PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACH PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 11/14/2023 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 KITCHEN FLOOR DRAINS 11-14-23 1 ” ” ” P1.1 PLUMBING LEGEND, NOTES & SCHEDULES 1 2

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SHT. 89 OF 101
24-001 Page 448 of 2548
PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACH PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 11/14/2023 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 KITCHEN FLOOR DRAINS 11-14-23 P1.2 PLUMBING SCHEDULES, CALCULATIONS & SPECIFICATIONS

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SHT. 90 OF 101
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DN DN DN AA BB CC DD EE FF 5 5 4 4 1 1 3 3 2 2 196 SF STORAGE 1 / MULTI-PURPOSE ROOM 105 180 SF WOMEN'S RESTROOM 103 172 SF MEN'S RESTROOM 102 3,366 SF BALLROOM 100 467 SF KITCHEN 101 (EXISTING) (EXISTING)

1.5% SLOPE S 199 SF STORAGE 2 / MULTI-PURPOSE ROOM 104 1.5% SLOPE 1.5% SLOPE 1.5% SLOPE 1.5% SLOPE 1.5% SLOPE

1.5% SLOPE 1.5% SLOPE
(EXISTING) (EXISTING) (EXISTING) (EXISTING) 8.3% SLOPE MAX. 8.3% SLOPE MAX.

8.3% SLOPE
MAX. 8.3% SLOPE MAX.

8.3% SLOPE
MAX. N RAMP 1 RAMP 2 RAMP 3 8 AD.70 1.5% SLOPE

1.5% SLOPE 5% SLOPE MAX. DN. TO MATCH HEIGHT OF NEW CURB CUT @ SIDEWALK PER CITY PROJECT APPROX. 32' TO SIDEWALK 1.5% SLOPE (EXISTING) (E) CLEAN OUT PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACH PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 11/14/2023 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 KITCHEN FLOOR DRAINS 11-14-23 SCALE: WASTE AND VENT PLUMBING FLOOR PLAN 1 1/4" = 1'-0" P2.1 WASTE AND VENT PLUMBING FLOOR PLAN E N E

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SHT. 91 OF 101
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1 DN DN DN DN AA BB CC DD EE FF 5 5 4 4 1 1 3 3 2 2 196 SF STORAGE 1 / MULTI-PURPOSE ROOM 105 180 SF WOMEN'S RESTROOM 103 172 SF MEN'S RESTROOM 102 3,366 SF BALLROOM 100 467 SF KITCHEN 101 (EXISTING) (EXISTING)

1.5% SLOPE S 199 SF STORAGE 2 / MULTI-PURPOSE ROOM 104 1.5% SLOPE 1.5% SLOPE 1.5% SLOPE 1.5% SLOPE 1.5% SLOPE

1.5% SLOPE 1.5% SLOPE (EXISTING) (EXISTING) (EXISTING) (EXISTING) 8.3% SLOPE MAX. 8.3% SLOPE MAX.

8.3% SLOPE
MAX.

8.3% SLOPE
MAX. 8.3% SLOPE MAX.

8.3% SLOPE
MAX. N RAMP 1 RAMP 2 RAMP 3 RAMP 4 8 AD.70 1.5% SLOPE 1.5% SLOPE

1.5% SLOPE ALIGN

1.5% SLOPE 1.5% SLOPE 1.5% SLOPE 5% SLOPE MAX. DN. TO MATCH HEIGHT OF NEW CURB CUT @ SIDEWALK PER CITY PROJECT APPROX. 32' TO SIDEWALK 1.5% SLOPE (EXISTING) (E) CLEAN OUT 1 11 1 1 1 PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACH PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 11/14/2023 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 KITCHEN FLOOR DRAINS 11-14-23 SCALE: 1/4" = 1'-0" 1 P3.1 WATER AND GAS PLUMBING FLOOR PLAN WATER AND GAS PLUMBING FLOOR PLAN

CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
SHT. 92 OF 101
24-001 Page 451 of 2548
A B C D E F 5 5 4 4 1 1 3 3 2 2 S PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACH PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 11/14/2023 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 KITCHEN FLOOR DRAINS 11-14-23 SCALE: 1/4" = 1'-0" 1 P4.1 PLUMBING ROOF PLAN PLUMBING ROOF PLAN 2

CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
SHT. 93 OF 101
24-001 Page 452 of 2548
1 PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACH PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 11/14/2023 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 KITCHEN FLOOR DRAINS 11-14-23 SCALE: N.T.S. 1 SCALE: WATER ISOMETRIC PIPING DIAGRAMS N.T.S. 2 WASTE & VENT ISOMETRIC PIPING DIAGRAMS P5.1 ISOMETRIC PIPING DIAGRAM

CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
SHT. 94 OF 101
24-001 Page 453 of 2548
PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACH PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 11/14/2023 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 KITCHEN FLOOR DRAINS 11-14-23 P6.1 PLUMBING DETAILS

CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
SHT. 95 OF 101
24-001 Page 454 of 2548
PROJECT #: SHEET #: SHEET NAME: SHEET ISSUE DATE: PROJECT PHASE: DRAWING SET: SCALE: PROJECT ADDRESS CITY OF HERMOSA BEACH PUBLIC WORKS DEPARTMENT RECOMMENDED FOR PERMIT ISSUANCE: CIP 689 - CLARK BUILDING RENOVATIONS FILE NUMBER DATE ADJ. 2005 , QUAD. TORRANCE No. QY-8336 , ELEV. 54.46 FT. BENCH MARK: DATE PLANS PREPARED BY: ENGINEER NAME, RCE LICENSE No. SHEET SIZE: 30" X 42" ARCH E1 DO NOT SCALE ARASH NAZARI, M-34638 12/31/23 SHEET INFORMATION As indicated 2017 PERMIT SET CONSTRUCTION DOCUMENTS TITLE SHEET 11/14/2023 861 VALLEY DR. HERMOSA BEACH, CA 0254 REVISIONS No. DESCRIPTION DATE MECHANICAL PLUMBING ELECTRICAL WOODLAND HILLS, CA 91367 21550 OXNARD STREET #300 A & N DESIGN GROUP TEL: (818)-288-4361 FAX: (818)-758-0087 KITCHEN FLOOR DRAINS 11-14-23 49 P6.2 PLUMBING DETAILS 2

CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
SHT. 96 OF 101
24-001 Page 455 of 2548
BENCH MARK:

No. QY-8336 ELEV. 54.46 FT.

DATE ADJ. 2D05 , QUAD. TORRANCE
�•t---.:' ,,--4</ EMT Stub to accessible ceiling
TOAVR-1
I.• .• ·, •.
,'
1 ·,. , ,===�!a=�======ai
•.

TOAVR-1
STORAGE 1 /
MUL Tl-PURPOSE
ROOM
1 105
196 SF
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WWW.PRODUCTIONACCESSGROUP.COM
714-744-1425

3." EMT Sb.Jb to
accessible ceiling
. ' . .
"'; ,. � ,•
. .• .

BALLROOM
1 100
3,366 SF
¾" EMT Stub to
·�"·c; R,� �/i· .,·:
-------- __ ,. ".• ·
:' ·
·> ·: -.'
STORAGE 2/ /

MULTI-PURPOSE (
ROOM
1 104
199 SF
f]
f]
WOMEN'

RESTROOM
1 103
180 SF
i
PLANS PREPARED BY:

Production Access Group,
Inc
20331 Lake Forest Dr
STE C9
Lake Forest, CA 92630
Designer
Ben Frederick, CTS 12/01 /23

PROJECT
#:

PROJECT
PHASE:

DRAWING
SET:

MEN'S

RESTROOM
1 102 1
172 SF
,--- - -,

SHEET INFORMATION
SHEET
ISSUE
DATE:

SHEET
NAME: J-Box
SCALE:

KITCHEN
1 101
467 SF
. .
. . .
�-· ._ -· . '
.: >.�
4 ·•.
r --..... ,....- ,r --..... ,..... ,- , ,..... ,
\/ II \/ \/

CITY OF HERMOSA BEACH

PUBLIC WORKS DEPARTMENT
RECOMMENDED FOR PERMIT ISSUANCE:

Locations
DATE
NOTES:

1. WB-1: 1-5/8" Deep, 8-5/8x4-1/2" Elec box with 3-Gang mud ring (18" A.F.F.)
AV = EXTRON DTP2-T-201-D, QSC unDX2IO+
CABLE: 1x CAT6 (DATA), 1x CAT6A (DTP)

2. WB-2: 1-5/8" Deep, 10-7/16"x4-1/2" Elec box with 4-Gang mud ring (48" A.F.F.)
AV= EXTRON DTP2-T-201-D, QSC unD6IO-BT, MANUAL SCREEN
CONTROL.

CABLE: 1x CAT6 (DATA), 1x CAT4A (DTP). 1x 22/2 SHIELDED TO PRJ SCR FOR MANUAL CONTROL.

3. WB-3: 1-1/2"deep 4S box with 2-gang mud ring (96" A.F.F) AV= Future
CABLE: 1x CAT6A (DTP)

4. AVR-1: MIDDLE ATLANTIC SR-24-28 WITH LVFD-24. Floor and Wall Anchored.

AV= QSC Core8-Flex, Extron IN1808, Crown DCl4x600D, Netgear M4250-10G2F, Shure ULXD4D, Extron TLP Pro 1025M, Extron IPCP Pro 250xi, Extron DTP HDMI 4k230Rx, Middle Atlantic
UPX-RLNK-1000R-2
CABLE: ALL CABLE HEAD-ENDS HERE

5. RF-1: 1-1/2"deep 4S box with 2-gang mud ring (132" A.F.F.) AV=SHURE UA864 ANTENNA {TYP. x2}
CABLE: 500 COAX (BNC)
CIP 689 - CLARK BUILDING RENOVATIONS
SHEET SIZE: 30" X42" l'RCH E1

DO NOT SCALE

FILE NUMBER
SHEET #:

AV1.00
SHT.
97 1 OF 101 5

CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
04/22/2024 J-BOX LOCATIONS 24-001

Page 456 of 2548 ends

BENCH MARK:

No. QY-8336 ELEV. 54.46 FT.

DATE ADJ. 2005 , QUAD. TORRANCE
PSC-1
For Connection to roll-down projection screen
See Sheet ES.01/Ref 6
:!, -•_., •.. :·'\.,
. ;- •. ,"·•.
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TO AVR-1
STORAGE 11
MULTI.PURPOSE ROOM
196 SF
STORAGE2I
MULTl•PURPOSE ROOM
199SF
y
MEN"S E�
1 2SF
rr-=_ --=-- - i 7
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NOTES:

1. AV-x: ALL CABLE HEAD ENDS IN AV RACK, LOCATED IN
STORAGE 1 -ALL CABLE INSTALLED WITHIN ACCESSIBLE

CEILING AREA

2. AV-1 PROJECTOR: Panasonic PT-RZ890 w/ ET-DLE035 Lens, Chief CMS006W, Chief CMA105, Chief RPAUW .

CABLE= 1x CAT6 (DATA); 1x CAT6A(DTP) CABLE-END
TERMINATION AT PROJECTOR.

3. AV-2 PROJECTOR SCREEN: Draper 154111 133" 16:9w/29"drop CABLE= 1x 2212 SHIELDED CABLE FOR MOTOR CONTROL

4. AV-3 SPEAKER: JBL Conrol 26CT (typ. 20)
CABLE= 1x 14AWG SPEAKER CABLE.

PLANS PREPARED BY:

Production Access Group,
Inc

SHEET INFORMATION

CITY OF HERMOSA BEACH

PUBLIC WORKS DEPARTMENT
CIP 689 - CLARK BUILDING RENOVATIONS
!filfH/Qjglb!JlbifUN/
!RC�� ltJljJ/!fil
WWW.PRODUCTIONACCESSGROUP.COM
714-744-1425
20331 Lake Forest Dr
STE C9
Lake Forest, CA 92630
Designer
Ben Frederick, CTS 12/01 /23

PROJECT
#:

PROJECT
PHASE:

DRAWING
SET:

SHEET
ISSUE
DATE:

SHEET
NAME: AV RCP
SCALE:

RECOMMENDED FOR PERMIT ISSUANCE: PROJECT ADDRESS
DATE
SHEET SIZE: 30" X42" l'RCH E1

DO NOT SCALE

FILE NUMBER
SHEET #:

AV1 .01
SHT.
2 OF 101 5
98 OF

CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
04/22/2024 AV RCP 24-001

Page 457 of 2548 ends

BENCH MARK:

No. QY-8336 ELEV. 54.46 FT.

DATE ADJ. 2D05 QUAD. TORRANCE !filfR/Qjg}lb!JlbifUN/
!RC�� IIJljJ/!fil
WWW.PRODUCTIONACCESSGROUP.COM
714-744-1425

SEE PROJECTOR RIGGING

DRAWINGS FOR MOUNTING

DETAILS
I I I

CD BALLROOM NORTH
0 BALLROOM WEST
PLANS PREPARED BY:

I
"
. >
� b
> ';"
� N
' -
SHEET SIZE: 30" X42" l'RCH E1

DO NOT SCALE

FILE NUMBER
SHEET #:

Production Access Group,

SHEET INFORMATION

CITY OF HERMOSA BEACH
Inc

PUBLIC WORKS DEPARTMENT
CIP 689 - CLARK BUILDING RENOVATIONS
2 0331 Lake Forest Dr
lc
#
P
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R
:

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RECOMMENDED FOR PERMIT ISSUANCE:

STE C9
ISSUE
Lake Forest, CA 92630
Designer
Ben Frederick, CTS 12/01 /23

PROJECT
PHASE:

DRAWING
SET:

DATE :

AV2.00
SHEET
NAME: Interior Elev. Detail
DATE
SCALE: SHT.
99 3 OF 101 5

CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
04/22/2024 INTERIOR ELEV. DETAIL 24-001

Page 458 of 2548 ends

BENCH MARK:

No. QY-8336 . ELEV. 54.46 FT.

DATE ADJ. 2D05 , QUAD. TORRANCE
POWER LOCATION----,,.
(BY OTHERS - See Sheet E5.01/Ref6)
DRAPER (154111) 133" DIAG 16:9 W/ 29IN DROP
--LO
I -
N
-
I -LO
0 -
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---- ----
31-811
1" HOLE, CENTER DRILLED FOR DATA CABLE PASS-THROUGH
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0 0
"
Notes:

Panasonic PT-RZ890 wt ET-DLE035 Lens
Chief CMS006W 6" x 1.5" NPT pole
Chief CMA 105 4" Ceiling Plate
Chief RPAUW Projector Mount
SHEET SIZE: 30" X42" l'RCH E1

DO NOT SCALE
1 PROJECTOR RIGGING DETAIL
!filfR/Qjg}lb!JlbifUN/
!RC�� IIJljJ/!fil
WWW.PRODUCTIONACCESSGROUP.COM
714-744-1425
PLANS PREPARED BY:

Production Access Group,

SHEET INFORMATION

CITY OF HERMOSA BEACH

PUBLIC WORKS DEPARTMENT
CIP 689 - CLARK BUILDING RENOVATIONS

FILE NUMBER
Inc c-----------�-------------t---------------------j------------------------j-----------, RECOMMENDED FOR PERMIT ISSUANCE: SHEET #:
20331 Lake Forest Dr
STE C9
Lake Forest, CA 92630
Designer
Ben Frederick, CTS 12/01 /23

PROJECT
#:

PROJECT
PHASE:

DRAWING
SET:

SHEET
ISSUE
DATE:

SHEET
NAME: Projector Rigging
Detail
SCALE:

DATE
AV3.00
SHT.
100
4 OF
OF
101 5

CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
04/22/2024 PROJECTOR RIGGING DETAIL 24-001

Page 459 of 2548 ends

I South Wall
L
I West Wall (Right)
I West Wall (Left)
L
BENCH MARK:

No. QY-8336 , ELEV. 54.46 FT.

DATE ADJ. 2D05 , QUAD. TORRANCE
7 Future CAT6A IDTP1
J I AV Rack (Storage 1)
7 Extron
DTP2 T 201 D i
--'-'C"--A�T�6A�,� ID:'...'
Tc!:PL_) ____________ �----
(White)
QSC
unDX2IO+
Extron
DTP2 T 201 D
(White)
QSC
unD61O-BT
CA T6 'Dante I
J
7 CAT6A IDTPI
CA T6 (Dante)
Draper Screen Analon Relay (Screen Control)
Switch 11�=-=---'-=�=��L __ _
J
Extron
DTP HDMl4K
230 RX
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ULXD2/SM58=-G50
Shure
ULXD2/SM58
Shure
-G50 I L ___ _J'/llirJ·· elel:iS..._ ___ t-___ _j Shure ULXD4D=-G50
C (:l
,: (_)
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714-744-1425
L
HI Ml
Extron
IN1808
Analo Audio
Netgear
QSC
�- CORE 8 FLEX
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CAT6 I Dante I
CAT6A (DTP)
Crown
DCl4X600D
7 I Ballroom Ceiling
_
Qty4
1 ..SJ:lflailrar. __________ _j_ ____ JBL Professional

CONTROL
26CT
Qty8
Sneaker
1=="<!.... ________ '....._ ___ _j JBL Professional

CONTROL
26CT
•
�8
L __ ____lipeakflL.._ _______ L----JBL Professional
L

CONTROL
26CT
7 _J
SHEET SIZE: 30" X42" l'RCH E1

DO NOT SCALE
M4250-1 0G2F-PoE+
CAT6 (Data)
Extron
TLP Pro 1025M
CAT6 (Data)
Extron
IPCP Pro 250 xi
PLANS PREPARED BY:

Analog Relay (Screen Control)
[Ballroom Ceiling
Exlron
DTP HDMl4K
230 RX
L
J
7 HDMI
Panasonic Panasonic Draper
RS232 PT-RZ890LWU7 ET-DLE035 154111
J

FILE NUMBER
Production Access Group,

SHEET INFORMATION

CITY OF HERMOSA BEACH
Inc

PUBLIC WORKS DEPARTMENT
CIP 689 - CLARK BUILDING RENOVATIONS
2 0331 Lake Forest Dr
lc
#
P
�
R
:

O�J;;EC�T�-----G]sH
�
E
�
E�T -----i��+�=-= -----
J
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RECOMMENDED FOR PERMIT ISSUANCE:

STE C9
ISSUE
-==:;;;�:::�:_�:�1
PROJET ADDRESS SHEET #:

Lake Forest, CA 92630
Designer
Ben Frederick, CTS 12/01 /23

PROJECT
PHASE:

DRAWING
SET:

DATE :

SHEET
NAME: AV Single Line
Diagram
SCALE:

DATE
AV3.01
SHT.
101 OF
101

CITY OF HERMOSA BEACH

BUILDING & SAFETY DIVISION

PRINTED PLANS MUST BE ON SITE

FOR ALL INSPECTIONS
04/22/2024 AV SINGLE LINE DIAGRAM 24-001

Page 460 of 2548 ends

1 CITY OF HERMOSA BEACH

CONTRACT DOCUMENTS AND SPECIFICATIONS
FOR
CIP NO. 689 CLARK BUILDING RENOVATIONS
April 2024

Page 461 of 2548 ends

2 City of Hermosa Beach

NOTICE INVITING BIDS
Notice is hereby given that the City of Hermosa Beach will receive electronic bids until 2:00PM on Wednesday, May 29, 2024, at which time the electronic bids will be publicly opened at the City Council Chambers at 1315 Valley Drive, Hermosa Beach, CA 90254 and posted on Planet Bids for CIP No. 689 Clark Building Renovations. A mandatory pre-bid walk is scheduled for Wednesday, May 8, 2024, at 2:00 P.M. in front of Clark Building, 861 Valley Drive, Hermosa Beach, CA 90254.

The project generally includes, but is not limited to:
• New commercial kitchen per current Los Angeles County Department of Public Health requirements, including new appliances, fixtures, storage cabinets, counter tops, flooring, grease trap system, and lighting;
• New electric heating, ventilation, and air conditioning (HVAC) system; • New audio-visual system including built-in speakers, overhead projector, and roll-down projection screen;
• Architectural upgrades including, but not limited to:
o Furred out walls to hide items such as electrical conduit and provide a new smooth wall surface throughout,
o New decorative accents on the ceiling,
o Acoustic ceiling panels for sound absorption,
o New commercial grade vinyl flooring,
o New interior and exterior light fixtures,
o Complete interior and exterior cleaning and painting, and o Restored original signage on the exterior of the building; • New waste line, grease interceptor and connection to the existing sewer lateral; • New plumbing system to accommodate the updated restrooms and commercial kitchen, including new floor drains for ease in maintenance;
• Site improvements including new concrete walkways and ramps to current accessibility standards, decorative enclosures around the refuse storage area and HVAC units, new accessible entrance to the Lawn Bowling Club, and refreshed landscaping and irrigation. • Completely renovated restrooms to current accessibility standards, including new fixtures, partitions, vanities, mirrors, flooring, and lighting; • New electrical system including wiring and upgraded service connection necessary to serve the enhanced building components;
• Asbestos and lead abatement work throughout the building; and • Necessary demolition work associated with the renovation.

The engineer’s cost estimate for the project is $2,400,000.00. The license requirement is a valid State of California Contractors License Class “B”.

The duration of the project is one-hundred and twenty (120) working days. All bids must be submitted electronically on Planet Bids Portal, accessible through the City’s webpage at https://www.hermosabeach.gov/our-government/city-clerk/bids-and-proposals where the bidder

Page 462 of 2548 ends

3 must first register as a vendor through our Planet Bids Portal. Contract Documents, plans, and specifications will be available for review on Planet Bids. All relevant materials shall be obtained from the link above.

Each proposal must be accompanied by a cash deposit, a certified or cashier's check, or a Bidder's bond, made payable to the City of Hermosa Beach, in an amount not less than 10 percent of the total bid submitted.

The successful Bidder will be required to furnish a faithful performance bond in the amount of 100 percent of the Contract price and a payment bond in the amount of 100 percent of the Contract price in the attached forms, satisfactory to the City Attorney. The successful Bidder will also be required to pay the State of California prevailing wage scale as determined by the Department of Industrial Relations, available at
https://www.dir.ca.gov/OPRL/DPreWageDetermination.htm
The Contractor must be registered with the Department of Industrial Relations at the time of bid.

Contractor’s registration information is available at: https://www.dir.ca.gov/PublicWorks/Contractor-Registration.html The City reserves the right to reject any or all bids and to waive any informality or irregularity in any bid received and to be the sole judge of the merits of the respective bids received. The award, if made, will be made to the lowest responsive and responsible Bidder.

Please submit any questions related to this bid on Planet Bids portal no later than 12:00PM on Tuesday, May 14, 2024.

Page 463 of 2548 ends

4 TABLE OF CONTENTS
CIP No. 689 CLARK BUILDING RENOVATIONS
I. PROJECT DESCRIPTION AND UNDERSTANDING ............................................................. 6 II. NOTICE TO BIDDERS ......................................................................................................................... 7 III. INSTRUCTION TO BIDDERS......................................................................................................... 9 IV. BID DOCUMENTS..............................................................................................................................18 A. PROPOSAL................................................................................................................................18 B. BID SCHEDULE.......................................................................................................................19 C. BID BOND...................................................................................................................................20 D. BIDDER'S ASSURANCE......................................................................................................23 E. BIDDER'S DECLARATION ...............................................................................................24 F. CERTIFICATE OF NON-DISCRIMINATION BY CONTRACTORS .............26 G. CERTIFICATION OF PRINCIPAL................................................................................27 H. DECLARATION OF ELIGIBILITY TO CONTRACT...........................................28 I. NON-COLLUSION DECLARATION ..............................................................................29 J. REFERENCES OF WORK...................................................................................................30 K. SUBCONTRACTORS LIST................................................................................................32 L. IRAN CONTRACTING ACT CERTIFICATION......................................................35 M. PUBLIC WORKS CONTRACTOR REGISTRATION CERTIFICATION...36 V. CONTRACT DOCUMENTS .............................................................................................................37 A. CONTRACT AGREEMENT...............................................................................................38 B. AGREEMENT OF INDEMNIFICATION.....................................................................56 C. EQUALS.......................................................................................................................................57 D.FAITHFUL PERFORMANCE BOND .............................................................................58 E. PAYMENT BOND (LABOR AND MATERIALS) .....................................................63 F. GUARANTEE TO THE CITY OF HERMOSA BEACH..........................................67 G. GENERAL COMPREHENSIVE LIABLITY ADDITONAL INSURED
ENDORSMENT..............................................................................................................................68 H. AUTOMOBILE LIABILITY ADDITIONAL INSURED
ENDORSEMENT ..........................................................................................................................70 I. INSTRUCTIONS FOR COMPLETING, EXECUTING, AND
SUBMITTING EVIDENCE OF INSURANCE TO THE OWNER............................72

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5 J. WORKER'S COMPENSATION INSURANCE CERTIFICATE.........................74 K. SUPPLEMENTAL INFORMATION TO BE COMPLETED BY
PRINCIPAL.....................................................................................................................................75 L. W9 FORM....................................................................................................................................76 VI. SPECIAL PROVISIONS ................................................................................................................SP-1 VII. TECHNICAL PROVISIONS…………………………………………………………………...TP-1

EXHIBITS
EXHIBIT “A” – SCHEDULE OF PERFORMANCE”
EXHIBIT "B” – SOLID WASTE REPORTING
EXHIBIT "C” – PHASE 1 REPORT ( LEAD AND ASBESTOS CONTAINED

MATERIAL REPORT PROVIDED BY ELISS ENVIRONMENTAL
DATED OCTOBER 11, 2022)

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6 CIP No. 689 CLARK BUILDING RENOVATIONS
I. PROJECT DESCRIPTION AND UNDERSTANDING
The project generally includes, but is not limited to:
• New commercial kitchen per current Los Angeles County Department of Public Health requirements, including new appliances, fixtures, storage cabinets, counter tops, flooring, grease trap system, and lighting;
• New electric heating, ventilation, and air conditioning (HVAC) system; • New audio-visual system including built-in speakers, overhead projector, and roll-down projection screen;
• Architectural upgrades including, but not limited to:
o Furred out walls to hide items such as electrical conduit and provide a new smooth wall surface throughout,
o New decorative accents on the ceiling,
o Acoustic ceiling panels for sound absorption,
o New commercial grade vinyl flooring,
o New interior and exterior light fixtures,
o Complete interior and exterior cleaning and painting, and o Restored original signage on the exterior of the building; • New waste line, grease interceptor and connection to the existing sewer lateral; • New plumbing system to accommodate the updated restrooms and commercial kitchen, including new floor drains for ease in maintenance;
• Site improvements including new concrete walkways and ramps to current accessibility standards, new access ramp on Valley Drive, decorative enclosures around the refuse storage area and HVAC units, new accessible entrance to the Lawn Bowling Club, and refreshed landscaping and irrigation.
• Completely renovated restrooms to current accessibility standards, including new fixtures, partitions, vanities, mirrors, flooring, and lighting; • New electrical system including wiring and upgraded service connection necessary to serve the enhanced building components;
• Asbestos and lead abatement work throughout the building; and • Necessary demolition work associated with the renovation. • All kitchen appliances and equipment shall be provided by the contractor • Awarded contractor must pay the building permit. The building permit fee will be no more than $1,500.00. No other permit fees will be required.

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Hermosa Beach City CouncilJuly 9, 2024

Hermosa Beach City Council
July 9, 2024