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3546 Concours Street / Ontario, CA 91764 T 909 989 9979/ www.hmcarchitects.com
SM
KEYNOTES J
H
J
EL RODEO SCHOOL 605 WHITTIER DRIVE BEVERLY HILLS, CA 90210
H
BEVERLY HILLS UNIFIED SCHOOL DISTRICT G
MAKE READY PROJECT
G
VOLUME 1 F
F
OWNER
ARCHITECT
CIVIL
BHUSD
HMC ARCHITECTS
EPIC ENGINEERS
255 SOUTH LASKY DRIVE BEVERLY HILLS, CA 90212 PH: (310) 551-5100 CONTACT
3546 CONCOURS STREET ONTARIO, CALIFORNIA 91764 (909)-989-9979 CONTACT: ISRAEL PENA
101 E. REDLANDS BLVD., STE. 146 REDLANDS, CA 92373 PH: (909) 792-5969 FAX: (909) 792-8869 CONTACT: TROY MOLAUG, P.E.
E
G.01 G.02 LF-1 A1.1 A1.1.1 A1.2 A1.3 A1.4
TITLE SHEET SITE PLAN - CODE ANALYSIS LOCAL FIRE ACCESS SITE PLAN SITE PLAN SITE PLAN - ENLARGED DEMOLITION RAMPS, SECTIONS & SITE DETAILS SITE DETAILS TEMPORARY STAIR, SECTIONS & DETAILS
C-1.1 C-2.1 C-3.1
CIVIL TITLE SHEET TOPOGRAPHY GRADING PLAN
STRUCTURAL KANDA AND TSO ASSOCIATES 511 MISSION STREET SOUTH PASADENA, CA 91030 PH: (626) 441-1211 FAX: (626) 441-1011 CONTACT: LES TSO, S.E. S-1 S-2 S-3
GENERAL NOTES RAMP FOUNDATION PLAN, SECTIONS & DETAILS STAIR FOUNDATION & FRAMING PLANS, SECTIONS & DETAILS
SCOPE OF WORK
ELECTRICAL
4750 EAST ONTARIO MILLS PARKWAY ONTARIO, CA 91764 PH: (909) 987-0017 FAX: (909) 980-7023 CONTACT: BRADLEY MARK BARBOSA, P.E.
E1.1 E4.1
PROJECT DATA PROJECT ADDRESS: 605 WHITTIER DRIVE BEVERLY HILLS, CA 90210
ELECTRICAL GENERAL NOTES AND SPECIFICATIONS ELECTRICAL SYMBOLS LIST AND ABBREVIATIONS ELECTRICAL LIGHT FIXTURE SCHEDULE & NOTES, AND TITLE 24 ELECTRICAL PARTIAL SITE PLAN ELECTRICAL DETAILS
D
CONSTRUCTION TYPE: N/A AUTOMATIC SPRINKLERS THROUGHOUT: N/A NO. OF STORIES: N/A SQUARE FOOTAGE: N/A
COVER SHEET ACCESSIBLE RAMP ELEVATIONS & DETAILS ACCESSIBLE RAMP DETAILS & NOTES DETAILS & NOTES ACCESSIBLE RAMP SWITCH BACK DETAILS STAIRS - OPTIONAL ACCESSIBLE RAMP OPTIONAL ALUMINUM DECK ACCESSIBLE RAMP ELEVATIONS & PLAN VIEWS
REFER TO G.02 FOR CODE ANALYSIS PLAN
D
GENERAL NOTES 1
C
2
VERIFY ALL DIMENSIONS, LOCATIONS OF EXISTING UTILITIES, AND CONDITIONS ON THE JOB SITE PRIOR TO THE START OF WORK OR PORTIONS OF THE WORK. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS. EXISTING CONDITIONS ARE INDICATED AS A RESULT OF FIELD OBSERVATIONS, INFORMATION SHOWN ON AVAILABLE DOCUMENTS AND FIELD CONDITIONS AT THE TIME OF PREPARATION.
11
4
OR
ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH ALL GOVERNING CODES, ORDINANCES, REGULATIONS AND LAWS.
5 6
C:\Revit Local Files\3216002000-9502-Make-Ready-A14_central_ipena.rvt
7
B
8
9
CHANGES TO THE APPROVED DRAWINGS AND/OR SPECIFICATIONS SHALL BE MADE BY ADDENDA OR A CHANGE ORDER APPROVED BY THE DIVISION OF THE STATE ARCHITECT, AS REQUIRED BY SECTION 4-338, PART 1, TITLE 24, C.C.R..
THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS AND SCAFFOLDING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. WHERE ANY CONFLICT OCCURS BETWEEN THE REQUIREMENTS OF LAWS, CODES, ORDINANCES, RULES AND REGULATIONS, THE MOST STRINGENT SHALL GOVERN. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS. DETAILS MARKED 'TYPICAL' SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY NOTED OTHERWISE. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION. ENACT ALL MEASURES TO PROTECT AND SAFEGUARD ALL EXISTING ELEMENTS TO REMAIN FROM BEING DAMAGED. REPLACE OR REPAIR EXISTING ELEMENTS DAMAGED BY THE EXECUTION OF THIS CONTRACT TO EQUAL OR BETTER CONDITION. WHERE NEW CONSTRUCTION ABUTS EXISTING FINISHED SURFACES, CONTRACTOR SHALL ALIGN NEW CONSTRUCTION SO THAT NEW FINISHES ARE FLUSH WITH EXISTING. MATCH EXISTING TEXTURES AND COLORS.
APPLICABLE CODES CONTRACTOR SHALL EXCERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING, CONDUIT, ETC. AND TO PREVENT HAZARD TO PERSONNEL AND/OR TO EXISTING UNDERGROUND UTILITIES STRUCTURES. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY.
12 3
13
ALL DIMENSIONS ARE TO GRID LINES, FACE OF CONCRETE, FACE OF CONCRETE MASONRY UNITS OR FACE OF STUDS, UNLESS NOTED OTHERWISE.
14
CONTRACTOR'S SAFETY BARRICADE (TEMPORARY FENCING) SHALL BE PROVIDED BY CONTRACTOR TO PROTECT STUDENTS, FACULTY, STAFF AND PUBLIC FROM CONSTRUCTION ACTIVITIES. CONTRACTOR'S SAFETY BARRICADE SHALL PROTECT AND SECURE CONSTRUCTION AREA. TEMPORARY FENCING SHALL ALSO BE PROVIDED BY CONTRACTOR TO PROTECT AND SECURE STORAGE YARDS. EXACT LOCATION OF CONTRACTOR'S SAFETY BARRICADE AND OTHER TEMPORARY FENCING SHALL BE APPROVED BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 15
CUTTING, BORING, SAWCUTTING OR DRILLING THROUGH THE EXISTING OR NEW STRUCTURAL ELEMENTS IS NOT TO BE STARTED UNTIL THE DETAILS HAVE BEEN REVIEWED AND APPROVED BY THE ARCHITECT, STRUCTURAL ENGINEER AND THE D.S.A. FIELD ENGINEER IF DETAILS ARE NOT SHOWN OR DO NOT CONFORM TO THE APPROVED DRAWINGS.
16
STATEMENT OF GENERAL CONFORMANCE
PRIOR TO THE START OF WORK THE CONTRACTOR SHALL COORDINATE BETWEEN THE REQUIREMENTS OF ALL DISCIPLINES HEREIN AND BETWEEN THE REQUIREMENTS OF ALL DRAWINGS AND SPECIFICATIONS IN ORDER THAT ALL ITEMS SATISFACTORILY RELATE TO ONE ANOTHER. NOTIFY ARCHITECT IMMEDIATELY REGARDING ANY ITEMS THAT CANNOT BE COORDINATED.
17
Key Plan
LOCATION MAP n
FOR ARCHITECTS/ENGINEERS WHO UTILIZE PLANS, INCLUDING BUT NOT LIMITED TO SHOP DRAWINGS, PREPARED BY OTHER LICENSED DESIGN PROFESSIONALS AND/OR CONSULTANTS
PART 1 2013 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, TITLE 24 C.C.R. (THE 2013 CAC, CHAPTER 10 GOES INTO EFFECT JULY 1, 2014. THE 2010 CAC, CHAPTER 10 REMAINS IN EFFECT UNTIL JULY 1, 2014.)
Consultant Seal
[ ] THE DRAWINGS OR SHEETS LISTED ON THE INDEX SHEET [ ] THIS DRAWING, PAGE OF SPECIFICATIONS/CALCULATIONS
PART 2 2013 CALIFORNIA BUILDING CODE, TITLE 24 C.C.R. (2012 INTERNATIONAL BUILDING CODE OF THE INTERNATIONAL CODE COUNCIL, WITH CALIFORNIA AMENDMENTS)
HAVE BEEN PREPARED BY OTHER DESIGN PROFESSIONALS OR CONSULTANTS WHO ARE LICENSED AND/OR AUTHORIZED TO PREPARE SUCH DRAWINGS IN THIS STATE. IT HAS BEEN EXAMINED BY ME FOR:
PART 3 2013 CALIFORNIA ELECTRICAL CODE, TITLE 24 C.C.R. (2011 NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION ASSOCIATION, NFPA)
1)
PART 4 2013 CALIFORNIA MECHANICAL CODE, TITLE 24 C.C.R. (2012 UNIFORM MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO)
AND 2) THIS
PART 5 2013 CALIFORNIA PLUMBING CODE, TITLE 24 C.C.R. (2012 UNIFORM PLUMBING CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO)
APPL. AC
PART 8 2013 CALIFORNIA HISTORICAL BUILDING CODE, TITLE 24 C.C.R.
[ ] IS / ARE IN GENERAL CONFORMANCE WITH THE PROJECT DESIGN INTENT [ ] HAVE BEEN COORDINATED WITH THE PROJECT PLANS AND SPECIFICATIONS.
Project Title
PART 11 2013 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN CODE), TITLE 24 C.C.R. (PER “BSC-BULLETIN-13-07”, AFFECTED ENERGY PROVISIONS ONLY OF THE 2013 CALGREEN GO INTO EFFECT JULY 1, 2014.)
SS
BEVERLY HILLS UNIFIED SCHOOL DISTRICT
EL RODEO SCHOOL B
605 Whittier Drive Beverly Hills, CA 90210
PART 9 2013 CALIFORNIA FIRE CODE, TITLE 24 C.C.R. (2012 INTERNATIONAL FIRE CODE OF THE INTERNATIONAL CODE COUNCIL)
GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESS REQUIREMENTS AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES.
FLS
MAKE READY PROJECT
THE DRAWINGS LISTED ON THE INDEX SHEET:
PART 10 2013 CALIFORNIA EXISTING BUILDING CODE, TITLE 24 C.C.R. (2012 INTERNATIONAL EXISTING BUILDING CODE OF THE INTERNATIONAL CODE COUNCIL, WITH AMENDMENTS)
----
DATE
I CERTIFY THAT:
PART 7 CURRENTLY VACANT
FOOD HANDLING FACILITIES SHALL COMPLY WITH ALL LOCAL HEALTH REQUIREMENTS AND CALIFORNIA UNIFORM RETAIL FOOD FACILITIES LAWS.
FILE NO.
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES
C
THE STATEMENT OF GENERAL CONFORMANCE “SHALL NOT BE CONSTRUED AS RELIEVING ME OF MY RIGHTS, DUTIES, AND RESPONSIBILITIES UNDER SECTIONS 17302 AND 81138 OF THE EDUCATION CODE AND SECTIONS 4-336, 4-341 AND 4-344” OF TITLE 24, PART 1. (TITLE 24, PART 1, SECTION 4-317 (B))
PART 6 2013 CALIFORNIA ENERGY CODE, TITLE 24 C.C.R. (THE 2013 CALIFORNIA ENERGY CODE GOES INTO EFFECT JULY 1, 2014. THE 2010 CALIFORNIA ENERGY CODE REMAINS IN EFFECT UNTIL JULY 1, 2014.)
Agency Approval
DESIGN INTENT AND APPEARS TO MEET THE APPROPRIATE REQUIREMENTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONS THE PROJECT SPECIFICATIONS PREPARED BY ME, AND COORDINATION WITH MY PLANS AND SPECIFICATIONS AND IS ACCEPTABLE FOR INCORPORATION INTO THE CONSTRUCTION OF PROJECT.
No.
02-18-2016 DATE
SIGNATURE
10
E
OCCUPANCY TYPE: N/A
PRE-FABRICATED METAL RAMP PC# 04-113584 1 2 3 4 5 6 7 8
VICINITY MAP
PROJECT INCLUDES: - TEMPORARY EGRESS STAIR AT BLDG. E - TEMPORARY RAMP TO CONNECT WITH EXISTING RAMP AT BLDG. - PERMANENT ACCESSIBLE RAMP TO PLAY AREA & SAFETY DISPERSAL AREA
DCGA ENGINEERS
E0.1 E0.2 E0.3
NOTES
Description
Date
ARCHITECT OR ENGINEER DELEGATED RESPONSIBILITY FOR THIS PORTION OF THE WORK
PART 12 2013 CALIFORNIA REFERENCED STANDARDS CODE, TITLE 24 C.C.R.
DANIEL J. BENNER PRINT NAME
PARTIAL LIST OF APPLICABLE STANDARDS :
C-19630 LICENSE NUMBER
CAMPUS MAP
07-31-17 EXPIRATION DATE
Drawing Title:
2013 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDS CHAPTER 35
A
NFPA 13 AUTOMATIC SPRINKLER SYSTEMS (CALIFORNIA AMENDED) NFPA 14 STANDPIPE SYSTEMS (CALIFORNIA AMENDED) NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS NFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS NFPA 20 STATIONARY PUMPS NFPA 24 PRIVATE FIRE SERVICE MAINS (CALIFORNIA AMENDED) NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE (CALIFORNIA AMENDED) (NOTE: SEE UL STANDARD 1971 FOR “VISUAL DEVICES”) NFPA 80 FIRE DOOR AND OTHER OPENING PROTECTIVES NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS (CALIFORNIA AMENDED)
DSA INSPECTOR REQUIREMENTS 1
A CERTIFIED CLASS "1" PROJECT INSPECTOR, EMPLOYED BY THE DISTRICT (OWNER) AND APPROVED BY THE DIVISION OF THE STATE ARCHITECT, SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-342, PART 1, TITLE 24, C.C.R.
A
2013 EDITION 2013 EDITION 2013 EDITION 2013 EDITION 2013 EDITION 2013 EDITION 2013 EDITION
D
C A
AREA OF WORK
2013 EDITION 2006 EDITION 2012 EDITION
TITLE SHEET
E
Architect's Seal
B
Designed:
n Drawn:
IP
LW/BM/JC
QAQC
Project No.
3216002109
Scale:
Drawing No.
ME/IP
KEYPLAN 09
2/17/2016 4:02:00 PM
08
07
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03
02
Date:
02-18-2016
G.01
01 PLEASE RECYCLE
DSA SUBMITTAL
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3546 Concours Street / Ontario, CA 91764 T 909 989 9979/ www.hmcarchitects.com
SM
CODES NOTES J
J
1. PROJECT INCLUDES: TEMPORARY EXTERIOR STAIR LOCATED > 10'-0" FR. (E) BUILDINGS STAIR WILL BE DESIGNED & CONSTRUCED IN ACCORDANCE WITH CBC CHAPTER 1019, 1026 & 1007.7. 2. BUILDING A,B,C AND BUILDING D WILL BE VACANT. 3. A TEMPORARY BARRIER WILL BE PLACED AT THE CONNECTOR NEAR BLDG E TO PREVENT PERSONS FROM ENTERING WORK AREAS.
AREA OF PROJECT
(E) 3 HR FIRE WALL
7'-0"
H
31 CR
PROJECT LOCATION: TEMPORARY STAIRS TEMPORARY RAMP
28 CR
29 CR
30 CR
27 CR
26 CR
25 CR
CODES ANALYSIS SUMMARY
H
(E) BLDG E < TWO STORY + BSMT @ GRADE PLANE A#27533, BUILT 1970.
ACTUAL FLOOR AREA NO PARKING
24 CR 23 CR
DN
(E) BUILDING D
34 CR
39 RR
(E) BUILDING C
40 RR
A1 A1.4
A1 A1.2
2
% %
7,800 SF
23,00 SF TABLE 503
OK
BUILDING STORY ABOVE PLANE
3
3 TABLE 503
OK
46 FT
65 FT TABLE 503
OK
TEMPORARY STAIR AT (E) NONCOMBUSTIBLE BRIDGE-STAIR CONSTRUCTION NONCOMBUSTIBLE WOOD COATED W/ INTUMESCENT COATING & FINISH PAINTED
SECTION 1019 SECTION 1026
OK
AREA FOR ASSISTED RESCUE W/ TWO -WAY CONNECTIONS
SECTION 1007.7
OK
% %
%
PERMANENT PROJECT LOCATION: EXTERIOR SWITCH BACK RAMP TO PROVIDE ACCESS TO SAFETY DISPERSAL AREA
33 CR
/2"
32 CR
FIRST FLOOR ACTUAL AREA (TYP ALL FLRS)
BUILDING HEIGHT FEET
G
7'-10 1
G
BUILDING HEIGHT STORIES
ALLOWABLE
(E) BUILDING A
2
% %
% %
2
UP
2
2
2
F
OTHER STRUCTURES
2
2
2
F
UP 2
2
2 2
50'-0"
2
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
%
AR
(E) BUILDING E
EV
NET
13 CR
(E) BUILDING B
SPIKING LINE
(E) BLDG D -TWO STORY + BSMT [A# 22744, 1964] BSMT LEVEL AREA: 7,511SF (WORST CASE) CONSTRUCTION TYPE: III - A BASIC ALLOWABLE AREA: 23,500 SF = OK
50'-0" 27'9"
UL
E
BO
1 CR
22'8"
3 CR
HI
50'0"
37 RR
17 CR
19 CR
18 CR
4 CR
22 CR
SAFE DISPERSAL AREA 8,538 SQ. FT. 5 SQ. FT PER OCC = 1,707 OCC.
21 CR
50'-0"
RE
2 CR
20 CR
D
38 RR
50'-0"
SIDE LINE
SIDE LINE
35 ADMIN
SIDE LINE
36 RR
9 CR
10 CR
11 CR
FILE NO.
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES
C
AC
20'-4"
NET
Agency Approval
APPL.
17'-0"
8 CR
Consultant Seal
SAFETY DISPERSAL AREA 1,977 SQ. FT. 5 SQ. FT. PER OCC = 395 OCC. SPIK ING LINE
SIDE LINE
50'-0"
C
SPIK ING LINE
7 CR
50'-0"
SPIK ING LINE
NET
SPIK ING LINE
WI
5 CR
6 CR
C:\Revit Local Files\3216002000-9502-Make-Ready-A14_central_ipena.rvt
SAFE DISPERSAL AREA 1,425 SQ. FT. 5 SQ. FT. PER OCC = 285 OCC.
SPIKING LINE
LS
D
%
% %
SIDELINE
E
% %
SIDELINE
D
% %
% %
% %
%
WPB
% %
% %
2
UP
(E) BLDG A,B,C - TWO STORY + BSMT [A# E-248, 1927] FF ACTUAL AREA: 37,170SF (WORST CASE) CONSTRUCTION TYPE: III - A BASIC ALLOWABLE AREA 23,500 SF + FIRE SPRINKLERS (E) INCREASE + 200% = 47,000 SF = OK
14 CR
12 CR
15 CR
---FLS
SS
DATE
16 CR
Project Title
BEVERLY HILLS UNIFIED SCHOOL DISTRICT
EL RODEO SCHOOL MAKE READY PROJECT
B
B
605 Whittier Drive Beverly Hills, CA 90210 No.
WHITTIE
R
DRIVE
LEGEND
A
A
PATH OF TRAVEL (P.O.T.) AS INDICATED IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL AND IS AT LEAST 48" WIDE. SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. CROSS-SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED. (POT) SHALL MAINTAIN FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (1133B.8.2) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80" (1133B.8.6). CONTRACTOR TO VERIFY THAT ALL BARRIERS IN THE PATH OF TRAVEL HAVE BEEN REMOVED OR WILL BE REMOVED UNDER THIS PROJECT, AND PATH OF TRAVEL COMPLIES WITH CBC 1133B.
(E) BUILDING - NOT PART OF THIS DSA APPLICATION SAFETY DISPERSAL AREA
SITE PLAN - CODE ANALYSIS
SITE PLAN - CODE ANALYSIS Architect's Seal
A1 1" = 30'-0"
1/18/2016 9:01:47 AM
08
07
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05
Date
Drawing Title:
ASSUMED PROPERTY LINE
09
Description
04
03
02
Designed:
Drawn:
IP
LW/BM/JC
QAQC
Project No.
3216002000-9502 3216002109
Scale:
Drawing No.
ME/IP Date:
01-15-2016 02-18-2016
G.02
01 PLEASE RECYCLE
DSA SUBMITTAL
APPROVED APPROVED DIV. OF THE STATE ARCHITECT DIV. OF THE REGIONAL STATE ARCHITECT LOS ANGELES OFFICE LOS ANGELES REGIONAL OFFICE
SS DATE DATE
01/27/2016 FLS
AC
NNIKTAB
FOR REFERENCE ONLY
09
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02
01
3546 Concours Street / Ontario, CA 91764 T 909 989 9979/ www.hmcarchitects.com
SM
J
7'-0"
AREA OF PROJECT
31 CR
29 CR
30 CR
J
27 CR
28 CR
26 CR
25 CR
NO PARKING
H
H
24 CR 23 CR
DN
A1 A1.2
34 CR
39 RR
(E) BUILDING C
/2"
(E) BUILDING D
33 CR
7'-10 1
32 CR
(E) 3 HR FIRE WALL
40 RR
TEMPORARY BARRIER AT EACH LEVEL
G
G 2
% %
% %
%
(E) BUILDING A
2
% %
% %
2
UP
2
2
2
2
2
2
UP 2
2
2 2
50'-0"
2
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
% %
%
A1 A1.4
AR
SPIKING LINE
F
EV
NET
1 CR
BO
(E) BUILDING E
SPIKING LINE
(E) BUILDING B 50'-0"
27'9"
UL
13 CR
22'8"
RE
2 CR 22 CR 50'0"
37 RR
LS
4 CR
17 CR
18 CR
19 CR
E
21 CR
50'-0"
3 CR
HI
20 CR 38 RR
SIDE LINE
SPIK ING LINE
6 CR
D
50'-0"
SIDE LINE
SPIK ING LINE
WI
5 CR
NET
E
% %
% %
SIDELINE
F
% %
%
% %
% %
SIDELINE
D
% %
% %
% %
% %
2
WPB
UP
0" 8'2 R
SIDE LINE
7 CR
50'-0"
70'-0"
SITE PLAN KEYNOTES
D
35 ADMIN
R2 8'-0 "
17'-0"
20'-4"
SPIK ING LINE
50'-0"
SIDE LINE
8 CR
NET
SPIK ING LINE
PATH OF TRAVEL
9 CR
10 CR
11 CR
12 CR
R28
FILE NO.
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES
C
APPL.
'-0"
AC
---FLS
SS
DATE
21' -2 3
36 RR
15 CR
14 CR
Agency Approval
/4"
C
F I R E L A N E
Consultant Seal
16 CR
0" 8'2 R
Project Title
BEVERLY HILLS UNIFIED SCHOOL DISTRICT
EL RODEO SCHOOL
R
R28'-0 "
WHITTIE
B
20'-0"
C:\Revit Local Files\3216002000-9502-Make-Ready-A14_central_ipena.rvt
MAKE READY PROJECT
DRIVE
B
605 Whittier Drive Beverly Hills, CA 90210 No.
Description
Date
Drawing Title:
A
A
SITE PLAN Architect's Seal
Designed:
Drawn:
IP
LW/BM/JC
QAQC
Project No.
3216002000-9502 3216002109
Scale:
Drawing No.
ME/IP
SITE PLAN
A1 1" = 30'-0"
09
1/18/2016 9:01:35 AM
08
07
06
05
04
03
02
Date:
01-15-2016 02-18-2016
A1.1
01 PLEASE RECYCLE
DSA SUBMITTAL
09
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01
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SM
J
J
DN
H
(E) BUILDING D
H
(E) BUILDING C
DN
(E) CLEANOUT TO REMAIN IN PLACE
DEMO (E) CONCRETE STAIRS & GUARDRAILS AS REQ'D
REMOVE CONCRETE RAMP SLABS & OTHER ITEMS AS REQ'D
G
G
(E) ELEVATOR
UP
F
F
UP
(E) CONCRETE RAMP AND LANDING TO REMAIN IN PLACE
E
REPLACE (E) GRATE ON RAMP W/ ADA COMPLIANT GRATE
UP
(E) CONCRETE STAIRS & WALLS TO REMAIN
E
DEMO PLAN KEYNOTES
REMOVE PORTIONS OF RAIL AT LEVEL ABOVE AS REQ'D REMOVE (E) STORAGE SHED
SIDELINE
SIDELINE
REMOVE SITE WALLS, CONC. SLABS, EARTH & OTHER ITEMS AS REQ'D FOR THE WORK
AREAS TO BE DEMOLISHED
(E) GUARDRAIL TO REMAIN, REMOVE PORTIONS OF RAIL AS REQ'D FOR THE NEW WORK
REMOVE (E) TREES
REMOVE (E) TREES & LANDSCAPE
SPIKING LINE D
D
NET
(E) BUILDING E SPIKING LINE
13 CR
Consultant Seal
C
Agency Approval
FILE NO.
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES
C
APPL. AC
---FLS
SS
DATE
C:\Revit Local Files\3216002000-9502-Make-Ready-A14_central_ipena.rvt
1 CR
Project Title
BEVERLY HILLS UNIFIED SCHOOL DISTRICT
EL RODEO SCHOOL MAKE READY PROJECT
B
B
605 Whittier Drive Beverly Hills, CA 90210 No.
Description
Date
2 CR Drawing Title:
A
A
3 CR
SITE PLAN - ENLARGED DEMOLITION Architect's Seal
Designed:
Drawn:
IP
LW/BM/JC
QAQC
Project No.
3216002000-9502 3216002109
Scale:
Drawing No.
ME/IP
SITE PLAN - DEMOLITION ENLARGED
A1 1" = 10'-0"
09
1/18/2016 9:01:36 AM
08
07
06
05
04
03
02
Date:
01-15-2016 02-18-2016
A1.1.1
01 PLEASE RECYCLE
DSA SUBMITTAL
08
07
06
05
E3 A1.3
04
03
1ST FLOOR 0"
+/- 1' - 0" CURB
TYP.
02
F.S. SEE CIVIL
SAWCUT, PATCH & REPAIR PAVEMENT AS REQ'D FOR (N) WORK
1ST FLOOR 0"
T.W. SEE CIVIL
T.O. RAMP -4' - 0"
E3 A1.3
6' - 6"
3' - 6"
6" CURB
ADJACENT (E) WALL
MATCH FACE OF
3' - 6"
6" CURB
PROVIDE TERMINATION POST AT (E) GUARDRAIL TO MEET (N) GUARDRAIL
13' - 7" (V.I.F.)
18" HIGH WALL & CURB
(N) CONCRETE WALK
J
01
1' - 6"
09
3546 Concours Street / Ontario, CA 91764 T 909 989 9979/ www.hmcarchitects.com
T.O. RAMP -4' - 0" G9 A1.2
T.W. SEE CIVIL
SM
A1 A1.3
RECESSED LIGHT PER ELECTRICAL
SAWCUT, PATCH & REPAIR PAVEMENT AS REQ'D FOR (N) WORK NOTE: FOR MORE INFORMATION, SEE STRUCTURAL DETAIL 10/S-2.
F.S. SEE CIVIL
E3 A1.3
B.O. RAMP -14' - 6"
RAMP SECTION D
J
B.O. RAMP -14' - 6"
NOTE: FOR ADDITIONAL INFORMATION AND REQUIREMENTS SEE STRUCTURAL DETAIL 10/S-2
J5
J1
RAMP SECTION B
1/4" = 1'-0"
1/4" = 1'-0"
H
H J1 A1.3
3/4" CHAMFER TYP. BOTH SIDES
A1 A1.3 TYP.
6" 3" 1 1/2" DIA. STEEL HANDRAIL
1 1/2" CLR.
A1 A1.3
1ST FLOOR 0" T.W.
1ST FLOOR 0" T.W.
SEE CIVIL
G9 A1.2
F.S. SEE CIVIL
(N) CONCRETE WALL
T.O. RAMP -4' - 0"
T.O. RAMP -4' - 0" A1 A1.3
SEE CIVIL FOR ELEVATION
G
F.S. SEE CIVIL
TYP.
(N) CONCRETE RAMP SLAB
VARIES
3' - 0"
3' - 6"
(N) CONCRETE SLAB
SEE CIVIL
SAWCUT, PATCH & REPAIR PAVEMENT AS REQ'D FOR (N) WORK
SEE CIVIL FOR ELEVATION
F.S. SEE CIVIL
F.S. SEE CIVIL SAWCUT, PATCH & REPAIR PAVEMENT AS REQ'D FOR (N) WORK
B.O. RAMP -14' - 6"
G9
SAWCUT, PATCH & REPAIR PAVEMENT AS REQ'D FOR (N) WORK
SAWCUT, PATCH & REPAIR PAVEMENT AS REQ'D FOR (N) WORK
NOTE: FOR MORE INFORMATION, SEE STRUCTURAL DETAIL 10/S-2.
(N) CONCRETE FOOTING PER STRUCTURAL
SECTION AT RAMP WALL
G
NOTE: FOR ADDITIONAL INFORMATION AND REQUIREMENTS SEE STRUCTURAL DETAIL 10/S-2
B.O. RAMP -14' - 6"
RAMP SECTION C
1/2" = 1'-0"
G5
RAMP SECTION A
1/4" = 1'-0"
1/4" = 1'-0"
F (N) PIPE GUARDRAIL W/O HANDRAILS
J1
G1
A1 B
A1.2
A1.2
A1.3
(N) PIPE GUARDRAIL ON CURB
G5
J5
A1.2
A1.2
G1
SIM. O.H.
NOTE: SEE CIVIL FOR FS & TW ELEVATIONS G9
J1
A1.2
A1.3
1 1/2" DIA. STEEL HANDRAIL CONCRETE WALL
F
PIPE GUARDRAIL, SEEA1 / A1.3 SIM. (OMIT HANDRAIL) 12".
CONCRETE WALL
MIN.
CONCRETE WALL TYP. 3/4" CHAMFER, TYP. J1
12".
A1.3
E
G1
J1
A1.2
A1.2
(E) CONCRETE WALL
3'-0"
(N) PIPE GUARDRAIL W/ HANDRAIL ON CURB
3'-6".
A1.2
3'-6".
+/- 1'-0"
A1 A1.3
3'-0"
A1.2
G5
3'-6".
E7-A J5
MIN. 3'-0"
1' - 6"
(E) CONCRETE STAIR & RAILINGS
E
3" 8.33% MAX
.
GRADE BREAK
HANDRAIL BRACKETS EQUALLY SPACES 6'-0" MAX.
12" CONCRETE WALL BELOW SLAB AT GUARDRAIL
GRADE BREAK
E7-B
SLOPED WALL AT RAMP
E7
RAMP ELEVATIONS
1/2" = 1'-0"
1/4" = 1'-0" D
CONC. CURB
18" HIGH WALL
1' - 0" TYP.
8'-0"
. DN
4' - 8"
8.33% MAX.
18" CURB
1'-0"
13' - 7" (V.I.F.)
8"
1' - 4"
20' - 3" (V.I.F.)
(N) METAL RAMP SEE PC 04-113584
8" CONC. WALL UNDER (E) RAMP SLAB
GUARDRAIL/HANDRAIL TYP. BOTH SIDES OF RAMP, SEE PC 04-113584
(N) ADA-COMPLIANT GRATE TO MATCH (E) OPENING
LEVEL LANDING 2% MAX. SLOPE IN ANY DIRECTION
RAMP DN. 8.33% MAX.
8"
8"
PIPE GUARDRAIL
DN .
6" CURB 6" CURB
6'-0"
6'-6"
1'-0"
5'-0"
5'-0"
DN
(307.26) FV
16'-0"
MIN.
5'-0" CLEAR MIN.
INFILL (E) GUARDRAILS WITH PLYWOOD AS REQ'D, SEE G1 / A1.4
(E) CONC. RAMP LANDING
AC
(E) BRIDGE @ 1ST FLOOR
Project Title
BEVERLY HILLS UNIFIED SCHOOL DISTRICT
MAKE READY PROJECT
12'-9" No.
5' - 4"
Description
Date
TIE-IN HANDRAIL FROM METAL RAMP TO (E) HANDRAIL, FLUSH/SMOOTH WELDED TRANSITION
6' - 4"
(E) LANDSCAPE TO REMAIN
EXTEND GUARDRAIL ON METAL RAMP OVER TO BLDG. FACE
(E) BUILDING E
8"
. 8.33% MAX.
(E) CONCRETE WALL TO REMAIN
8"
.
5' - 0"
2% MAX. .
2% MAX.
8.33% MAX.
RAMPS, SECTIONS & SITE DETAILS Architect's Seal
Designed:
Drawn:
8"
SS
EL RODEO SCHOOL
(E) FIRE RATED DOOR
A
6" CONC. CURB E7-B/ A1.2 6' - 0"
FLS
Drawing Title:
DN .
300.85 TW FV
----
DATE
28'-9"
8"
. 2% MAX.
16' - 4"
A
.
APPL.
B
PROVIDE TERMINATION POST AT (E) GUARDRAIL TO MEET (N) GUARDRAIL & FLUSH (N) RETAINING WALL TO (E) WALL
(E) CONCRETE WALLS TO REMAIN
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES
30'-0" MAX. RAMP LENGTH 1' - 4"
FLUSH (N) RETAINING WALL TO (E) WALL
(E) CONC. RAMP DN. 8.33% MAX.
FILE NO.
605 Whittier Drive Beverly Hills, CA 90210 4' - 1"
304.94 TW FV
8.33% MAX.
RAMP DN. 8.33% MAX.
304.94 TW FV
2% MAX.
1' - 0" 29' - 0"
C:\Revit Local Files\3216002000-9502-Make-Ready-A14_central_ipena.rvt
B
LEVEL LANDING 2% MAX. SLOPE . IN ANY DIRECTION
4'-3"
A1.2
Agency Approval
C
.
CONTINUOUS HANDRAIL
5'-0"
E1 1' - 4"
Consultant Seal
TIE-IN HANDRAIL FROM METAL RAMP TO (E) HANDRAIL, FLUSH/SMOOTH WELDED TRANSITION
DN . 4' - 8"
5' - 5" (V.I.F.)
(E) TREE TO REMAIN
RAMP WIDTH
PIPE GUARDRAIL
CONTINUOUS HANDRAIL
RELOCATED GUARDRAIL FROM 2ND FLOOR, SEE G1 / A1.4
4'-3"
2% MAX.
5' - 0"
8.33% MAX.
2% MAX.
13' - 7" (V.I.F.)
10' - 8"
304.92 TW FV
TYP.
.
1' - 0" TYP.
(304.84) FV
UP
11' - 7 1/4"
PIPE GUARDRAIL
8"
.
TOP-MOUNTED HANDRAIL
6' - 0"
(E) CLEANOUT TO REMAIN IN PLACE
7' - 5"
30' - 0" 8" TYP.
6' - 0"
LEVEL LANDING 2% MAX. SLOPE IN ANY DIRECTION
RAMP WIDTH
A1.2
6' - 8" (V.I.F.)
A1.2
RAMP DN. 8.33% MAX.
A1.2
J1
.
A1.2
G1
1'-0"
G5
6'-0"
J5
43' - 4"
C
A1 A1.4
(N) CONCRETE WALK, PER CIVIL E7-A/ A1.2
8"
D
(N) 2X4 NAILED TO FACE OF POSTS FOR CANE DETECTION, TYP., +8" ABOVE F.S.
NOTE: SEE CIVIL FOR ELEVATIONS (E) CONC. STAIRS AND CONC. WALL TO REMAIN
E1
18' - 6"
PIPE GUARDRAIL W/ HANDRAIL
5' - 0"
18' - 6"
6' - 0"
8"
300.85 TW FV
IP
LW/BM/JC
QAQC
Project No.
3216002000-9502 3216002109
Scale:
Drawing No.
ME/IP
RAMPS - FIRST FLOOR PLAN
A1 1/4" = 1'-0"
09
1/18/2016 9:01:39 AM
08
07
06
05
04
03
02
Date:
01-15-2016 02-18-2016
A1.2
01 PLEASE RECYCLE
DSA SUBMITTAL
09
08
07
06
05
04
03
02
01
RAILING WHERE CONTINUES AROUND WALL
EXPANSION BOLT 1/2" DIA. W/ 1 1/2" EMBED INTO WALL 3546 Concours Street / Ontario, CA 91764 T 909 989 9979/ www.hmcarchitects.com
HANDRAIL BRACKET 6'-0" O.C. MAX. WALL FINISH FACE
1 1/2" O.D. STL. PIPE HANDRAIL
MIN.
1 1/2"
1/4"
SM
J
J LINE OF STAIR NOSING OR RAMP LANDING
6"
MIN. 12" AT TOP OF STAIRS & RAMP
12" PLUS TREAD WIDTH AT BOTTOM OF STAIRS 12" AT BOTTOM OF RAMP
J1
HANDRAIL AT CONCRETE WALL
3" = 1'-0" H
H GRIND ALL WELDS SMOOTH, TYP. 3/16"
1 1/2" GALV. STEEL TOP RAIL 1 1/2" GALV. STEEL HANDRAIL 1 1/2" GALV. STEEL VERTICAL RAILS EQUALLY SPACED SUCH THAT 4" SPHERE CAN'T PASS THRU.
G
3' - 6"
G
1'-0" 6"
1 1/2" GALV. STEEL BTM. RAIL
6" (TYP)
1 1/2" GALV. STEEL POSTS @ 4'-0" O.C. MAX.
CONCRETE LANDING
10" MIN.
FINISH GRADE WHERE OCCURS, SEE CIVIL
3". CLR. TYP.
F
3"
VARIES
#4 CONT. (TYP.)
CONCRETE LANDING
6" TYP.
F
3"
3 1/2" OD STL. PIPE SLEEVE
3/4" CHAMFER, TYP. EXP. JT. FILLER W/SEALANT
VARIES AT 18" HIGH WALL
3/16"
1/4" STL. PLATE
E
E NON-SHRINK GROUT
CONCRETE RETAINING WALL, SEE STRUCT.
E3
CURB AND RAILING @ LANDING
1 1/2" = 1'-0" D
D GRIND ALL WELDS SMOOTH, TYP. 3/16"
3/16"
3"
(TYP) 3"
1 1/2" GALV. STEEL TOP RAIL 1 1/2" GALV. STEEL HANDRAIL
1 1/2"
Consultant Seal
1 1/2" GALV. STEEL VERTICAL RAILS EQUALLY SPACED SUCH THAT 4" SPHERE CAN'T PASS THRU.
1"
C
APPL. AC
6"
6" (TYP)
1 1/2" GALV. STEEL POSTS @ 4'-0" O.C. MAX.
3". CLR. TYP.
BEVERLY HILLS UNIFIED SCHOOL DISTRICT
MAKE READY PROJECT B
605 Whittier Drive Beverly Hills, CA 90210 Description
Date
3"
No.
RECESSED LIGHT FIXTURE, SEE ELECTRICAL
Drawing Title:
1/4" STL. PLATE
BOX OUT IN WALL, VERIFY REQ. DIMENSIONS W/FIXT. MANUF. CONDUIT CAST IN WALL, SEE ELECTIRCAL
A
SS
EL RODEO SCHOOL VARIES AT A1B
10" MIN.
CONCRETE RAMP
6" TYP.
3" VARIES
CONCRETE SLAB
10"
C:\Revit Local Files\3216002000-9502-Make-Ready-A14_central_ipena.rvt
B
AC PAVING
Project Title
3/4" CHAMFER, TYP. EXP. JT. FILLER W/SEALANT
#4 CONT. (TYP.)
FLS
DATE
3/16"
3 1/2" OD STL. PIPE SLEEVE
----
3' - 0"
1'-0" 1 1/2" GALV. STEEL BTM. RAIL
FILE NO.
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES
3' - 6"
C
A1B OMIT HANDRAIL ON GUARDRAIL AND ADD HANDRAIL ON RAMP
Agency Approval
A
SITE DETAILS
NON-SHRINK GROUT Architect's Seal
CONCRETE RETAINING WALL, SEE STRUCT.
CONCRETE WALL
Designed:
Drawn:
IP
LW/BM/JC
QAQC
Project No.
3216002000-9502 3216002109
Scale:
Drawing No.
ME/IP
LIGHT IN WALL
A3-
CURB AND RAILING
1 1/2" = 1'-0"
1 1/2" = 1'-0" 09
1/18/2016 9:01:40 AM
08
07
06
05
04
03
02
A1
Date:
01-15-2016 02-18-2016
A1.3
01 PLEASE RECYCLE
DSA SUBMITTAL
06
NO. 12 x 3" F.H.W.S. @ 12" O.C. 2x6 CAP
PAINT COATING ON ALL EXPOSED WOOD SURFACES, SEE G1/-
3"
4x4 POST W/2x4 VERTICAL BTWN. POSTS AT MID-SPAN
J
9"
WOOD TREAD PER STRUCTURAL
WOOD LEDGER PER STRUCTURAL
4X WOOD POST
EQ.
EQ.
A7
EQ.
A1.4
4X WOOD POST EQ.
3546 Concours Street / Ontario, CA 91764 T 909 989 9979/ www.hmcarchitects.com
NO FASTENERS THIS SIDE
ALIGN TYP.
SMOOTH 45 DEG. CHAMFER ON EDGES, TYP.
SM
2x RISER PER STRUCTURAL
J
(E) BRIDGE STRUCTURE 4"
7"
7"
GAP 1' - 6"
J7
SECTION AT 4X POST
1/4" STEEL DIAMOND PLATE, WIDTH OF LANDING
5"
2x RISER PER STRUCTURAL NOTE: SEE 1/S-3 FOR MORE INFO.
POST BEYOND
WOOD POST PER STRUCTURAL
A1.4
#12 x 3" WOOD SCREWS, DRILL 1/4" DIA. THRU HOLES IN PLATE 3" FROM EA. END AND 4 EQ. SPACES, 10 SCREWS TOTAL 3/4"
LEDGER, SEE STRUCTURAL1/S-3 FOR CONNECTIONS
SIMPSON A34, EA. END TYP.
01 J7
2x TREAD PER STRUCTURAL
BOLT HEADS TO BE INSET FLUSH
1/2" DIA. CARRIAGE BOLT, TYP. WOOD STRINGER PER STRUCTURAL
/2"
2"
SEE STRUCTURAL SHEET 1/S-3 FOR CONNECTIONS
2x4 BTM. RAIL 10d @ 6" O.C. EDGE NAIL 10d @ 12" O.C. FIELD NAIL
1"
02
PLYWOOD LANDING W/2x WOOD FRAMING, SEE 5/S-3
1" R1
WOOD STRINGER PER STRUCTURAL
3'-0"
1 1/2"
GALV. STEEL HANDRAIL WITH BRACKET SECURED TO VERTICAL POST W/ (3) #12 WOOD SCREWS
12 1/2"
03
2" WIDE PAINTED CONTRASTING STRIPE
3'-6"
2x4
1/2" HDO PLYWOOD 4x BLK WITH A34 EA. END TOP & BOTTOM AT BRACKET
04
3 1/2"
2x4 TOP RAIL
05
3"
07
SEE PLAN 7" MAX.
08
EQUAL RISERS
09
J5
SECTION AT TREAD
1 1/2" = 1'-0"
PLYWOOD GUARDRAIL PER STRUCTURAL
2x4 BTWN. TOP AND BTM. 2x4 RAILS, SEE J7/-
J3
TEMP STAIR AT BRIDGE LEVEL
LINE OF GALV. STEEL HANDRAIL ABOVE
1 1/2" = 1'-0"
3" = 1'-0"
J1
PLAN AT POST
3" = 1'-0"
H
H EXTERIOR WOOD STAIRCASE PAINTING 1. STRINGERS, GUARDRAILS, AND OTHER EXPOSED WOOD (NOT INCLUDING STAIR TREADS)
G5 A1.4
A. PRIME COAT: FIREFREE CLASS A, 2-COATS, 20 MILS. TOTAL THICKNESS B. INTERMEDIATE COAT: SAME AS TOP COAT C. TOP COAT: 2000 DURATONE FLAT OR 8300 CAREFREE EGGSHELL 2. WOOD STAIR TREADS
3RD FLOOR 27' - 0"
A. B. C. D.
1 1/2" OD STL PIPE (TYP)
3RD FLOOR 27' - 0"
PRIME COAT: FIREFREE CLASS A, 2-COATS, 20 MILS. TOTAL THICKNESS INTERMEDIATE COAT: SAME AS TOP COAT TOP COAT: MONOCHEM DEX-COAT (TEXTURED) COLOR TO BE DETERMINED 2” WIDE WARNING STRIPE: MONOCHEM DEX-COAT (TEXTURED) SAFETY YELLOW MONOCHEM DISTRIBUTED BY VISTA PAINT
G
G NOTE: REFER TO STRUCT. FOR MORE INFO.
12".
3/16" (TYP)
J3 A1.4
(E) BLDG. E
(E) ELEVATOR
1 1/2" OD STL PIPE POST 4'-0" OC MAX
CONC PAVING
2ND FLOOR 14' - 0"
3" 4" MAX
[1 1/2" OD STL PIPE AT RAMP]
A1.4
RELOCATE PORTION OF (E) TUBE STEEL AND WIRE MESH GUARDRAIL TO LEVEL BELOW
A1.4
322.17 FV
2ND FLOOR 14' - 0"
J7 A1.4
F
#4 CONT BAR (TYP) 11 S-3
A7 A1.4
FIN GRADE REF CIVIL
10" MIN.
(E) GUARDRAIL WITH (N) PLYWOOD INFILL A9 A1.4
23 S-3 11 S-3
3"
1'-4" MIN.
4"
2"
+/- 17' - 1/2" (V.I.F.)
RELOCATED GUARDRAIL, SEE G1 / A1.4
3 1/2" OD STL PIPE SLEEVE
(N) 2X GUARDRAIL FOR CANE DETECTION
1/4" STL PLATE
3/16"
(E) GUARDRAIL WITH (N) PLYWOOD INFILL
RELOCATED TUBE STEEL AND WIRE MESH GUARDRAIL FROM ABOVE, MODIFY AS REQ'D TO INFILL AREA
1ST FLOOR 0"
8" TYP.
1ST FLOOR 0"
3".
E
12 S-3
30 RISERS @ +/- 6.85" EQ. RISERS (7" MAX.)
F
AT 4X POSTS, TYP.
G7
A7
3'- 6" TYP.
3''-0".
AT MAIN POSTS, TYP.
E
305.05
3". NON-SHRINK GROUT, SEE SPECIFICATIONS 32 13 13 2.01C
1'-0" MIN
RAILING POST FOOTING
(N) 2X4 NAILED TO FACE OF POSTS FOR CANE DETECTION, TYP., +8" ABOVE F.S.
G9
G7
TEMPORARY STAIR - SECTION B
1 1/2" = 1'-0"
D
(N) GUARDRAIL WITH PLYWOOD INFILL
G5
TEMPORARY STAIR - SECTION A
GUARDRAIL ELEVATION
1/4" = 1'-0"
1/4" = 1'-0"
G1 1/4" = 1'-0" D
(E) BUILDING D A7 A1.4
1/2" 3"
2x6 CAP
NO. 12 x 3" F.H.W.S. @ 12" O.C.
(E) BUILDING C
1/2" 5'-0"
3" G7
EQ.
EQ.
11' - 6"
2x6 CAP 2x4 TOP RAIL TREAD WIDTH +12"
2x4 VERTICAL BTWN. 4X4 POSTS AT MID-SPAN
C 12".
(E) ELEV
A1.4 (10' - 0" MIN.)
SIM.
A1.4 4" GAP
14' - 7"
5' - 7"
14' - 7"
5' - 4"
14 TREADS @ 1' - 0" (11" MIN.)
LANDING
14 TREADS @ 1' - 0" (11" MIN.)
LANDING
7' - 5 1/2"
1/2" HDO PLYWOOD
G1
EQ
7' - 3 1/2" EQ
EQ
4' - 11 1/2" EQ
7' - 7 3/4" EQ
7' - 7 3/4" EQ
EQ
3' - 4"
1' - 5 1/2"
EQ
4" 20 GA. METAL STUDS @ 16" O.C. W/5/8" TYPE 'X' EXTERIOR GYPSUM BOARD EA. SIDE, FULL HT. FLOOR TO CEILING, PAINT FASTEN TO COLUMNS AND SILL WITH POWER-DRIVEN FASTENERS, SIMPSON PDPWL-300 3" LONG, ICC ESR-2138
Consultant Seal
(E) BRIDGE @ 2ND FLOOR
Agency Approval
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES
C
APPL. AC
4x BLK WITH A34 EA. END TOP & BOTTOM AT BRACKET
---FLS
SS
A1.4
5' - 0" CLR.
G5
6' - 2"
3'-0"
3'-6"
1 1/2"
DATE
GALV. STEEL HANDRAIL WITH BRACKET SECURED TO VERTICAL POST W/ (3) #12 x 3" WOOD SCREWS
Project Title
DN
BEVERLY HILLS UNIFIED SCHOOL DISTRICT
EL RODEO SCHOOL
1 1/2" DIA. GALV. PIPE HANDRAIL
MAKE READY PROJECT
B 2x4 BTM. RAIL
4x STRINGER, PER STRUCTURAL
10d @ 6" O.C. EDGE NAIL 10d @ 12" O.C. FIELD NAIL
2x TREADS, SEE J5 / A1.4
WOOD TREAD PER STRUCTURAL WOOD LEDGER PER STRUCTURAL
SIMPSON A34, EA. END TYP.
RISER BEYOND
WOOD POST PER STRUCTURAL W/4X4 POSTS BTWN., SEE PLAN
FOR CONNECTION SEE STRUCTURAL 23/S-3
4x POST SEE J7 / A1.4
605 Whittier Drive Beverly Hills, CA 90210
2X GUARDRAIL ABOVE, SEE A7 / A1.4 FOR MORE INFO.
No.
Description
Date
AREA OF ASSISTED RESCUE
(E) TREE TO REMAIN 30"x48" CLEAR
30"x48" CLEAR
(E) FIRE RATED DOOR Drawing Title:
3 1/2" WOOD STRINGER PER STRUCTURAL
B
(E) STAIR ROOF
2" WIDE PAINTED CONTRASTING STRIPE, TYP. AT ALL TREADS AND LANDINGS
SEE STRUCTURAL SHT. S-3 FOR CONNECTIONS
A
STEEL PLATE O/ SEISMIC GAP
WD POST, TYP., PER STRUCTURAL, SEE 22/S-3 & 25/S-3 FOR MORE INFO. (10' -0" MIN.)
1/2" HDO PLYWOOD GUARDRAIL
4x POST BTWN. WD. POSTS, SEE J7 / A1.4
13' - 5"
C:\Revit Local Files\3216002000-9502-Make-Ready-A14_central_ipena.rvt
FILE NO.
5'-0"
3 1/2"
A
3 1/2"
5'-7"
TEMPORARY STAIR, SECTIONS & DETAILS
3 1/2" Architect's Seal
Designed:
6'-2"
(E) BUILDING E
RAIL POST FOOTING, SEE G9 / A1.4
Drawn:
IP
LW/BM/JC
QAQC
Project No.
3216002000-9502 3216002109
Scale:
Drawing No.
ME/IP
TEMPORARY STAIR - AT GRADE
A9
SECTION AT STRINGER
1/18/2016 9:01:43 AM
08
TEMPORARY STAIR - SECOND FLOOR PLAN
1 1/2" = 1'-0"
1 1/2" = 1'-0" 09
A7
07
06
A1 1/4" = 1'-0"
05
04
03
02
Date:
01-15-2016 02-18-2016
A1.4
01 PLEASE RECYCLE
DSA SUBMITTAL
01-15-2016 02-18-2016
DSA SUBMITTAL
01-15-2016 02-18-2016
DSA SUBMITTAL
01-15-2016 02-18-2016
DSA SUBMITTAL
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GENERAL 1. 2. 3.
DESIGN CRITERIA DESIGN LOADING
4.
LOCATION
DEAD LOAD*
LIVE LOAD
TOTAL LOAD
PSF
PSF
PSF
22
100
122
STAIRS
5. 6.
7.
WIND BASIC WIND SPEED - 115 MPH EXPOSURE - C RISK CATEGORY II
J
VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. COORDINATE STRUCTURAL DETAILS & DIMENSIONS WITH RELATED REQUIREMENTS ON OTHER DRAWINGS. THE ARCHITECT WILL INTERPRET THE INTENT OF THE DOCUMENTS IN CASE OF POSSIBLE CONFLICT OR DISCREPANCY BETWEEN STRUCTURAL AND OTHER DISCIPLINES. SHEET S-1 THRU AND DETAILS NOTED AS "TYPICAL" OR "TYP." APPLY IN ALL CASES WHETHER OR NOT SPECIFICALLY REFERENCED. WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE, 2013 EDITION. PROVIDE TEMPORARY SUPPORT DURING CONSTRUCTION AS REQUIRED UNTIL STRUCTURAL ELEMENTS ARE PERMANENTLY ATTACHED. DRAWINGS INDICATE STRUCTURE IN FINAL FORM CAPABLE OF SUPPORTING DESIGN LOADINGS. SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING TYPES OF WORK: CAST-IN-PLACE CONCRETE EMBEDDED ITEMS AND DOWELS PLACING OF REINFORCING STEEL EXPANSION ANCHORS SHOP WELDING
05
04
K zt
1.0
Kd V
ZONE TOWARD
AWAY
1,4
1.0
-1.1
0.85
2
-
-
110
3,5
1.0
-1.4
GC p
8.
1.
1. ALL FRAMING LUMBER SHALL BE STRUCTURAL GRADE MARKED DOUGLAS FIR-LARCH IN ACCORDANCE WITH CBC 2303 AS FOLLOWS, UNLESS OTHERWISE INDICATED: BEAMS, POSTS, HEADERS..............NO.1 JOIST AND RAFTERS........................NO.1 STUDS................................................NO.1 ALL OTHER FRAMING......................CONSTRUCTION GRADE MOISTURE CONTENT SHALL NOT EXCEED 19 PERCENT AT TIME OF INSTALLATION.
2. 3.
4.
ANCHORAGE AND SUPPORTS OF ALL EQUIPMENT TO BE INSTALLED AS A PART OF THIS PROJECT SHALL BE DETAILED ON THE DRAWINGS EXEMPT BY 2013 CBC SECTION 1913A.7 EQUIPMENT SUPPORTS AND ANCHORAGE SHALL BE APPROVED BY SEOR AND DSA AS A PART OF FIELD REVIEWS/OBSERVATIONS. THE IOR SHALL ASSURE THAT THE ABOVE REQUIREMENTS ARE ENFORCED. EXPANSION ANCHORS SHALL BE HILTI KB-TZ (ICC NO. ESR-1917.) SEE DETAILS ON THIS SET OF PLANS FOR SIZE TYPE EMBEDMENT EDGE DISTANCE TEST VALUES SPACING HARDROCK OR LIGHTWEIGHT CONCRETE TESTING REQUIREMENTS:
ANCHOR
STRUCTURAL OBSERVATION BY THE ENGINEER/ARCHITECT SHALL BE PERFORMED.
NOTE: STRUCTURAL DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS OR PROCEDURES FOR CONSTRUCTION SAFETY.
WEDGE
SLEEVE
2. STRUCTURAL PLYWOOD SHEATHING SHALL CONFORM TO PSI-07, STRUCTURAL 1, EXPOSURE 1, A-C GRADE
SHELL
Diameter (in.)
Load (lbs.)
Torque (Ft. lbs.)
Load (lbs.)
Torque (Ft. lbs.)
Load (lbs.)
Torque (Ft. lbs.)
3/8 1/2 5/8 3/4 -
1100 2000 2300 3700 -
25 40 60 150 -
400
4 5 10 20 45 90 -
1000 1400 1800 2700 3700 5400 -
-
400 700 900 1100 1400 -
DESIGN STANDARDS AND CODES OF PRACTICE
REFER TO ASCE 7-10 FIGURES 30.4-1 AND 30.4-2A TO DETERMINE ZONE.
2.
VALUES ARE BASED ON 10 S.F. TRIBUTARY AREA OR LESS.
AISC STEEL CONSTRUCTION MANUAL, 14TH EDITION, 2011
ANCHOR DIAMETER REFERS TO THE THREAD SIZE.
2.
APPLY PROOF TEST LOADS WITHOUT REMOVING THE NUT IF POSSIBLE. IF NOT, REMOVE NUT AND INSTALL A THREADED COUPLER TO THE SAME TIGHTNESS OF THE ORIGINAL NUT USING A TORQUE WRENCH TO APPLY THE TEST LOAD.
3.
REACTION LOADS FROM TEST FIXTURES MAY BE APPLIED CLOSE TO THE ANCHOR BEING TESTED, PROVIDED THE ANCHOR IS NOT RESTRAINED FROM WITHDRAWING BY THE FIXTURE(S).
H
SEISMIC
STRUCTURAL WELDING CODE, AWS D1.1-10, D1.2, D1.3-08, D1.4-11, D1.8-09
4.
TEST EQUIPMENT (INCLUDING TORQUE WRENCHES) IS TO BE CALIBRATED BY AN APPROVED TESTING LABORATORY IN ACCORDANCE WITH STANDARD RECOGNIZED PROCEDURES.
SITE CLASS D RISK CATEGORY II SEISMIC DESIGN CATEGORY E
NATIONAL DESIGN SPECIFICATIONS NDS-2012
5. a.
THE FOLLOWING CRITERIA APPLY FOR THE ACCEPTANCE OF INSTALLED ANCHORS: HYDRAULIC RAM METHOD: THE ANCHOR SHOULD HAVE NO OBSERVABLE MOVEMENT AT THE APPLICABLE TEST LOAD. A PRACTICAL WAY TO DETERMINE OBSERVABLE MOVEMENT IS THAT THE WASHER UNDER THE NUT BECOMES LOOSE. TORQUE WRENCH METHOD: THE APPLICABLE TEST TORQUE MUST BE REACHED WITHIN THE FOLLOWING LIMITS: ONE-HALF (1/2) TURN OF THE NUT.
I=
1.0
Ss =
2.276g
S DS = 1.517g
Fa =
1.0
S1 =
0.835g
S D1 = 0.835g
Fv =
1.5
CAST IN PLACE CONCRETE 1. 2. 3. 4.
LATERAL FORCE RESISTING SYSTEMS - EQUIVALENT LATERAL FORCE ANALYSIS STAIR SYSTEM: "EGRESS STAIRWAYS NOT PART OF THE BUILDING STRUCTURE" (ASCE 7-10 TABLE 13.5-1)
G
5.
ap = 1.0 Rp = 2.5 o = 2.5
EARTHWORK GEOTECHNICAL REPORT: BY : LEIGHTON CONSULTING, INC. PROJECT NO.:10274.015 DATED : DECEMBER 10, 2015
6.
ALLOWABLE BEARING PRESSURES: ALL FOOTINGS = 2000 PSF
7.
8.
F
PASSIVE EARTH PRESSURE :..........250 PSF/FT OF DEPTH COEF. OF FRICTION : .......................0.30 GENERAL DESCRIPTION : THE SITE GENERALLY CONSIST OF SILTY SAND, CLAYEY SAND, SANDY CLAY, ALLUVIAL SOILS.
9. 10. 11. 12.
b.
PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE II LOW ALKALI. AGGREGATE FOR HARDROCK CONCRETE - C-33 THE CONCRETE SLAB THICKNESS SHALL BE MAINTAINED UNLESS OTHERWISE SHOWN. CONCRETE MIXING OPERATION, ETC., SHALL CONFORM TO C-94. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 304 AND CONTRACT DOCUMENTS. SANDBLAST ALL HARDENED CONCRETE SURFACES AGAINST WHICH FRESH CONCRETE IS TO BE PLACED. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT PLACED IN CAST-IN-PLACE CONCRETE: MINIMUM COVER, INCHES A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH......................................................................................3" U.N.O. B. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS............................................................................................................. 2" #5 BAR, W31 OR D31 WIRE, AND SMALLER............................................................................ 1 21" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS: #11 BAR AND SMALLER ....................................................................................................... 1" SPIRALS: #3 THROUGH #5 ................................................................................................................... 3/4" ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. CONDUIT OR PIPE SIZE (O.D.) SHALL NOT EXCEED ONE THIRD OF SLAB THICKNESS AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM REINFORCING, UNLESS SPECIFICALLY DETAILED OTHERWISE. CONCENTRATIONS OF CONDUITS OR PIPES SHALL BE AVOIDED EXCEPT WHERE DETAILED OPENINGS ARE PROVIDED. PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4 IN. CHAMFER, UNLESS OTHERWISE NOTED ON THE ARCHITECTURAL DRAWINGS. CURING COMPOUNDS USED ON CONCRETE TO RECEIVE A FINISH SHALL BE APPROVED BY THE FINISH APPLICATOR BEFORE USE. DRYPACK UNDER ALL COLUMN BASE PLATES PRIOR TO POURING CONCRETE ON UPPER FLOORS. 28 DAY STRENGTH (f'c) FOR DRYPACK SHALL BE AT LEAST 4000 PSI. NON-SHRINK GROUT UNDER COLUMN BASE PLATES 28 DAY STRENGTH (f'c) SHALL BE 4000PSI
6.
IF THE MANUFACTURER'S RECOMMENDED INSTALLATION TORQUE IS LESS THAN THE TEST TORQUE NOTED IN THE TABLE, THE MANUFACTURER'S RECOMMENDED INSTALLATION TORQUE SHOULD BE USED IN LIEU OF THE TABULATED VALUES.
7.
WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWDER DRIVEN PIN IN EXISTING CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. MAINTAIN A MINIMUM CLEARANCE OF 1" BETWEEN THE REINFORCEMENT AND THE DRILLED-IN ANCHOR AND/OR PIN.
8.
ANCHORAGE TO CONCRETE SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS 1613A AND 1908A OR 1909A SUBJECT TO LIMITATIONS THERE IN.
9. TESTING OF POWER ACTUATED FASTENERS SHALL COMFORM TO CBC 1913A.7
REINFORCING STEEL
E
REMARKS
1.
4"
NORMAL WEIGHT
4"
"
2. 3.
4 1/2"
"
4"
NORMAL WEIGHT
4. 5. 6. 7. 8. 9.
J
6. METAL CONNECTORS INDICATED ON PLANS BY SIMPSON CO. SHALL BE OF THE TYPE INDICATED TO FIT THE LUMBER SIZES SPECIFIED ON THE DRAWINGS. EQUIVALENT CONNECTORS. MAY BE SUBSTITUTED WITH APPROVAL FROM THE STRUCTURAL ENGINEER. ALL CONNECTORS SHALL HAVE ICC APPROVAL.
ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI-318-11), AND THE "MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" BY THE C.R.S.I. AND THE W.C.R.S.I, OR AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. REINFORCING BARS - A-615 GRADE 60 OR A-706 GRADE 60, EXCEPT FOR #3 BARS SHALL BE GRADE 40. WELDING OF REINFORCEMENT SHALL BE WITH LOW HYDROGEN ELECTRODES IN CONFORMANCE WITH "RECOMMENDED PRACTICES FOR WELDING STEEL, ETC.," AMERICAN WELDING SOCIETY, AWS-D1.4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. WELDED WIRE FABRIC - A-185. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 6 INCHES, OR ONE FULL MESH PLUS TWO INCHES, WHICHEVER IS GREATER. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE AND SPACING AS THE VERTICAL REINFORCING, RESPECTIVELY, UNLESS NOTED OTHERWISE. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION IS MADE.
9. BOLT HOLES SHALL BE DRILLED 1/32" GREATER THAN BOLT DIAMETER. BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER NUT AND HEAD. BOLTS SHALL BE RE-TIGHTENED PRIOR TO COVERING STRUCTURE.
LAG SCREWS:
1.
DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION, 14TH EDITION. 2. STEEL SURFACES TO BE WELDED, ENCASED IN CONCRETE OR TO RECEIVE FIRE PROOFING SHALL BE BARE, UNPAINTED. 3. STEEL AND OTHER FERROUS METAL EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION. 4. WELDING: A) WELDING ELECTRODES SHALL BE E70XX PER AWS. B) ALL WELDING PROCEDURE SPECIFICATIONS, WELDERS AND WELDING OPERATORS SHALL BE FULLY QUALIFIED PER AWS D1.1. C) LENGTH OF WELDS SHOWN ARE EFFECTIVE LENGTH AS SPECIFIED IN AISC SPECIFICATIONS. WHERE LENGTHS ARE NOT SHOWN, IT SHALL BE FULL LENGTH OF THE JOINT. ALL BUTT WELDS SHALL BE FULL PENETRATION WELDS UNLESS OTHERWISE NOTED. D) MINIMUM SIZE OF FILLET WELDS WHEN NOT SPECIFIED ON THE WELD SYMBOL SHALL BE AS SHOWN ON TABLE J2.4 OF AISC SPECIFICATION 14TH EDITION WITH 1/4" WELD AS A MINIMUM. E) SEAL WELDS SHALL BE 3/16" UNLESS OTHERWISE NOTED. F) WELD PROCEDURE FOR ALL CONNECTIONS SHALL ENSURE THAT WELDING FILLER METAL HAVE A NOTCH TOUGHNESS ACCORDANCE WITH APPLICABLE FILLER METAL SPECIFICATION REFERENCED IN AWS D1.1. G) ALL FRAMING MEMBERS FOR SHOP ASSEMBLIES SHALL BE CONNECTED BY EITHER FILLET OR FULL PENETRATION WELDS TO DEVELOP THE CAPACITY OF THE WEAKER MEMBERS. 5. BOLTED CONNECTIONS: ASTM A307 ANCHOR BOLTS, UNO, MINIMUM 2 BOLTS PER CONNECTION. MAX. HOLE DIAMETER = 1/16" + BOLT DIAMETER.
H
LEAD HOLES FOR LAG SCREWS LOADED LATERALLY AND IN WITHDRAWAL SHALL BE BORED AS FOLLOWS TO AVOID SPLITTING OF WOOD MEMBER DURING FABRICATION: a. THE CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER AS THE SHANK, AND THE SAME DEPTH OF PENETRATION FOR THE SHANK. b. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 70% OF THE SHANK DIAMETER AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. LEAD HOLES OR CLEARANCE HOLES SHALL NOT BE REQUIRED FOR 3/8 INCH OR SMALLER DIAMETER LAG SCREWS LOADED PRIMARILY IN WITHDRAWAL, PROVIDED EDGE DISTANCES, END DISTANCES AND SPACING ARE SUFFICIENT TO PREVENT USUAL SPLITTING.
FOUNDATIONS AND EARTHWORK 1. 2. 3.
REMOVE TOPSOIL, ORGANIC MATERIAL AND DEBRIS FROM BUILDING AREA. FOOTING BEARING: ON EXISTING FILL COMPACTION REQUIREMENTS (ASTM D-1557): BELOW FOOTINGS - 90% BELOW SLABS AND PAVEMENT - 90%, RESPECTIVELY: MAXIMUM LIFT 6"-8" LOOSE. ALL EARTHWORK SHOULD CONFORM TO RECOMMENDATION OF PROJECT GEOTECHNICAL REPORT
G
4. 5.
SUBGRADE: SCARIFY AND RECOMPACT TOP 8" OF SOIL BENEATH FILL, PER ITEM 3 ABOVE. BACKFILL: DO NOT EXCEED 1'-0" DIFFERENTIAL IN FILL LEVEL ON OPPOSITE SIDES OF FOUNDATION WALLS.
6.
DRAINAGE: PROVIDE POSITIVE SLOPES, BOTH DURING AND AFTER CONSTRUCTION, FOR SURFACE AND ROOF RUNOFF, MINIMUM 10'-0" FROM BUILDING. ONSIDE SOIL IS CORROSIVE. BURIED PIPES SHOULD BE PROTECTED IF MADE OF FERROUS MATERIALS.
MISCELLANEOUS STEEL
CONCRETE SCHEDULE MAX. SLUMP
5. USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOBSITE DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL BY THE PROJECT ARCHITECT OR STRUCTURAL ENGINEER AND THE DIVISION OF THE STATE ARCHITECT. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE APPROVED IN 5/16" PLYWOOD. IF NAIL HEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR IF MINIMUM ALLOWABLE EDGE DISTANCED ARE NOT MAINTAINED THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY AND MACHINE NAILING SHALL BE DISCONTINUED.
7. NO STRUCTURAL MEMBER SHALL BE CUT FOR PIPES, DUCTS, ETC. EXCEPT AS DETAILED ON THE STRUCTURAL DRAWINGS.
1.
NOTES: 1.
4. ALL NAILS SHALL BE COMMON NAILS. CONNECTIONS SHALL BE PER THE NAILING SCHEDULE IN CBC TABLE 2304.9.1 EXCEPT WHERE NOTED OR DETAILED OTHERWISE. MINIMUM EDGE DISTANCE OF NAIL TO LUMBER OR PLYWOOD EDGE IS 3/8". PREDRILL FOR NAILS PER NATIONAL DESIGN SPECIFICATIONS (NDS) SECTION 12.1.3 TO PREVENT SPLITS.
8. SOLID BLOCKING SHALL BE PLACED BETWEEN ALL JOISTS AND RAFTERS AT ALL POINTS OF SUPPORT.
CALIFORNIA BUILDING CODE, 2013 EDITION BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11
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3. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED WOOD OR TREATED WITH AN APPROVED PRESERVATIVE. MEMBERS SHALL BE STAMPED BY THE PRESERVATIVE ACCREDITATION AGENCY.
NOTES:
GC pi
01
ROUGH CARPENTRY:
WALL 0.85
02
POST-INSTALLED CONCRETE ANCHORS
WIND COEFFICIENTS Kz
03
7.
STRUCTURAL OBSERVATION 1. 2. 3.
4. 5.
STRUCTURAL OBSERVATION IS REQUIRED PER SECTION 1704A.5 AND TABLE 1604 A.5 RISK CATEGORY III . STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE DSA INSPECTOR OR THE SPECIAL INSPECTORS. THE OWNER SHALL EMPLOY THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, STRUCTURAL DESIGN, TO PERFORM THE STRUCTURAL OBSERVATION. THE ENGINEER OR ARCHITECT SHALL BE REGISTERED OR LICENSED IN THE STATE OF CALIFORNIA. THE CONTRACTOR IS RESPONSIBLE TO NOTIFY THE ENGINEER OR ARCHITECT PROVIDING THE STRUCTURAL OBSERVATION AT LEAST 2 DAYS PRIOR TO THE STRUCTURAL OBSERVATION. THE STRUCTURAL OBSERVER SHALL PERFORM SITE VISITS AS THOSE STEPS IN THE PROGRESS OF THE WORK SHALL ALLOW FOR CORRECTION OF DEFICIENCIES WITHOUT SUBSTANTIAL EFFORT OF UNCOVERING OF THE WORK INVOLVED. AT A MINIMUM, THE FOLLOWING SIGNIFICANT CONSTRUCTION STAGES REQUIRE A SITE VISIT AND AN OBSERVATION REPORT FROM THE STRUCTURAL OBSERVER: CONSTRUCTION STAGES A) FOUNDATIONS B) RETAINING WALLS
F
ELEMENTS/CONNECTIONS TO BE OBSERVED PLACEMENT OF REINFORCING / EMBEDS PLACEMENT OF REINFORCING
E
REINFORCING STEEL
STEEL SCHEDULE ASTM DESIGNATION/ MINIMUM YIELD STRESS
BASE PLATES
D
D MISC
s & SHAPES
STRUCT BOLTS UNO
A307
ANCHOR BOLTS
A307
THREADED RODS
A36
SAWN TIMBER SCHEDULE Consultant Seal
C
JOIST, RAFTERS & BEAM
DOUGLAS FIR LARCH
No. 1
STUDS & POSTS
DOUGLAS FIR LARCH
No. 1
BLOCKING
DOUGLAS FIR LARCH
CONST.
PLYWOOD SHEATHING
PS1-07 PLYWOOD
STRUCT I EXPOSURE 1 A-C GRADE
Agency Approval
FILE NO.
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES
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APPL. AC
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FLS
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DATE
Project Title
BEVERLY HILLS UNIFIED SCHOOL DISTRICT
EL RODEO SCHOOL MAKE READY PROJECT B
B
605 Whittier Drive Beverly Hills, CA 90210 No.
Description
Date
Drawing Title:
A
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GENERAL NOTES Architect's Seal
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Drawn:
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GENERAL NOTES AND MATERIAL SCHEDULES
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Consultant Seal
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Agency Approval
FILE NO.
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES
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APPL. AC
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Project Title
BEVERLY HILLS UNIFIED SCHOOL DISTRICT
EL RODEO SCHOOL
JOINT DETAIL
MAKE READY PROJECT
CONCRETE WALL CONTROL JOINT
16
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RETAINING WALL DETAILS
B
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Description
Date
TYPICAL HOOK
CORNER OFFSET
INTERSECTION SINGLE LAYER OF REINFORCEMENT
OPTIONAL CORNER Drawing Title:
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RAMP FOUNDATION PLAN, SECTIONS & DETAILS Architect's Seal
Designed:
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SPLICES
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ELEVATION
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STAIR FOUNDATION PLAN
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SECTION
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SECTION
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DETAIL
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Consultant Seal
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Agency Approval
FILE NO.
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES
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Project Title
BEVERLY HILLS UNIFIED SCHOOL DISTRICT
EL RODEO SCHOOL MAKE READY PROJECT
SECTION
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DETAIL
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DETAIL
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PLAN DETAIL
B
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STAIR FOUNDATION & FRAMING PLANS, SECTIONS & DETAILS Architect's Seal
Designed:
Drawn:
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Project No.
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Drawing No.
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GRADE BEAM SECTION 09
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SPECIFICATIONS (CONT.)
GENERAL NOTES
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SHEET INDEX
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SPECIFICATIONS
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STRUCTURAL NOTE UNLESS SPECIFICALLY SHOWN ON THESE PLANS, STRUCTURAL MEMBERS SHALL NOT BE CUT, DRILLED, OR NOTCHED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER AND THE DIVISION OF THE STATE ARCHITECT. F
F
EQUIPMENT ANCHORAGE NOTES
E
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CODE ANALYSIS
DCGA ENGINEERS Consulting Mechanical and Electrical Engineers 4750 E. Ontario Mills Pkwy Ontario, Ca. 91764 Ph.909.987.0017 Fax 909.980.7023
B R A DLE
D
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M A RK B
No. E 20046
APPL. AC
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FILE NO.
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES
OFESSIONA PR L B AR
C
Agency Approval
GINEER EN OSA
C
REGISTER E
Consultant Seal
BEVERLY HILLS UNIFIED SCHOOL DISTRICT
EL RODEO SCHOOL MAKE READY PROJECT B
B
605 Whittier Drive Beverly Hills, CA 90210 No.
Description
Date
Drawing Title:
A
A
ELECTRICAL GENERAL NOTES AND SPECIFICATIONS Architect's Seal
Designed:
Project No.
3216002109 3216002000-9502
Drawn:
Scale:
QAQC
Drawing No.
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ACCESSIBLE DEVICE MOUNTING HEIGHTS 09
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ELECTRICAL ABBREVIATIONS
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ELECTRICAL SYMBOLS LIST
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DCGA ENGINEERS Consulting Mechanical and Electrical Engineers 4750 E. Ontario Mills Pkwy Ontario, Ca. 91764 Ph.909.987.0017 Fax 909.980.7023
B R A DLE
D
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M A RK B
No. E 20046
APPL. AC
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Project Title
FILE NO.
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES
OFESSIONA PR L B AR
C
Agency Approval
GINEER EN OSA
C
REGISTER E
Consultant Seal
BEVERLY HILLS UNIFIED SCHOOL DISTRICT
EL RODEO SCHOOL MAKE READY PROJECT B
B
605 Whittier Drive Beverly Hills, CA 90210 No.
Description
Date
Drawing Title:
A
A
ELECTRICAL SYMBOLS LIST AND ABBREVIATIONS Architect's Seal
Designed:
Project No.
3216002109 3216002000-9502
Drawn:
Scale:
QAQC
Drawing No.
Date:
09
08
07
06
05
04
03
02
01-15-2016 02-18-2016
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09
08
07
06
05
04
LIGHTING FIXTURE SCHEDULE TYPE
DESCRIPTION
FINISH
VOLTAGE
LAMP(S)
REMARKS
03
02
01
LIGHTING FIXTURE NOTES MANUFACTURER & NO.
SM
J
J
H
H
G
G
ACCEPTANCE TESTING
F
F
E
E
D
D
DCGA ENGINEERS Consulting Mechanical and Electrical Engineers 4750 E. Ontario Mills Pkwy Ontario, Ca. 91764 Ph.909.987.0017 Fax 909.980.7023
B R A DLE
D
Y
M A RK B
No. E 20046
APPL. AC
L IA
----
FLS
SS
DATE
N
ST
E A L AT E C T R I C R EO F CA LI FO
Project Title
FILE NO.
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES
OFESSIONA PR L B AR
C
Agency Approval
GINEER EN OSA
C
REGISTER E
Consultant Seal
BEVERLY HILLS UNIFIED SCHOOL DISTRICT
EL RODEO SCHOOL MAKE READY PROJECT B
B
605 Whittier Drive Beverly Hills, CA 90210 No.
Description
Date
Drawing Title:
A
A
ELECTRICAL LIGHT FIXTURE SCHEDULE & NOTES, AND TITLE 24 Architect's Seal
Designed:
Project No.
3216002109 3216002000-9502
Drawn:
Scale:
QAQC
Drawing No.
Date:
09
08
07
06
05
04
03
02
01-15-2016 02-18-2016
E0.3
01 PLEASE RECYCLE
DSA SUBMITTAL
09
08
07
06
05
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03
02
01
SM
SHEET NOTES J
H
H
G
G
2
J
F
2
F
2 % %
% %
% %
% %
% %
% %
% %
% %
% %
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% %
% %
% %
% %
%
%
% %
% %
% %
% %
2 % %
E
E
D
D
DCGA ENGINEERS Consulting Mechanical and Electrical Engineers 4750 E. Ontario Mills Pkwy Ontario, Ca. 91764 Ph.909.987.0017 Fax 909.980.7023
B R A DLE
D
Y
M A RK B
No. E 20046
APPL. AC
L IA
----
FLS
SS
DATE
N
ST
E A L AT EC T R I C R EO F CA LI FO
Project Title
FILE NO.
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES
OFESSIONA PR L B AR
C
Agency Approval
GINEER EN OSA
C
REGISTER E
Consultant Seal
BEVERLY HILLS UNIFIED SCHOOL DISTRICT
EL RODEO SCHOOL MAKE READY PROJECT B
B
605 Whittier Drive Beverly Hills, CA 90210 No.
Description
Date
Drawing Title:
A
A
ELECTRICAL PARTIAL SITE PLAN Architect's Seal
Designed:
Project No.
3216002109 3216002000-9502
BB Drawn:
Scale:
1/8"=1'-0"
SO QAQC
PARTIAL ELECTRICAL SITE PLAN
A1 1/8"=1'-0"
09
08
07
06
05
04
03
02
Drawing No.
KW Date:
01-15-2016 02-18-2016
E1.1
01 PLEASE RECYCLE
DSA SUBMITTAL
09
08
07
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01
SM
J
J
H
H
LOAD CALCULATIONS "PE1"
G
G
SINGLE LINE AND LOAD CALCULATIONS
NOT TO SCALE
1
DETAIL NOTES:
NOT TO
EXTERIOR LIGHTING CONTROL DETAIL
SCALE
TYPICAL MULTI-CONDUIT PLACEMENT DETAIL
2
NOT TO SCALE
3
DETAIL NOTES:
F
F
E
E
D
D
CONDUIT PENETRATION AT 1-HR FIRE RATED WALL
NOT TO SCALE
4
CONDUIT PENETRATION AT 2-HR CONCRETE FLOOR OR WALL
NOT TO SCALE
CONDUIT INSTALLED BELOW GRADE TO ABOVE GRADE DETAIL
5
NOT TO SCALE
DCGA ENGINEERS Consulting Mechanical and Electrical Engineers
6
4750 E. Ontario Mills Pkwy Ontario, Ca. 91764 Ph.909.987.0017 Fax 909.980.7023
B R A DLE
D
Y
M A RK B
No. E 20046
FILE NO.
IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT OFFICE OF REGULATION SERVICES
OFESSIONA PR L B AR
C
Agency Approval
GINEER EN OSA
C
REGISTER E
Consultant Seal
APPL. AC
L IA
FLS
SS
DATE
N
ST
E A L AT E C T R I C R EO F CA LI FO
----
LOAD IN AMPERES (120 VOLT) Project Title
BEVERLY HILLS UNIFIED SCHOOL DISTRICT
EL RODEO SCHOOL MAKE READY PROJECT B
B
605 Whittier Drive Beverly Hills, CA 90210 No.
Description
Date
MAXIMUM DISTANCE IN FEET Drawing Title:
A
A
ELECTRICAL DETAILS Architect's Seal
Designed:
Project No.
3216002109 3216002000-9502
Drawn:
Scale:
QAQC
Drawing No.
-
POLE MOUNTED LIGHTING FIXTURE BASE 09
08
NOT TO SCALE
07
7
SURFACE MOUNTED ENCLOSURE @ MASONRY WALL
NOT TO SCALE
06
05
04
VOLTAGE DROP MATRIX FOR BRANCH CIRCUITS
8 03
02
NOT TO SCALE
9
Date:
01-15-2016 02-18-2016
E4.1
01 PLEASE RECYCLE
DSA SUBMITTAL