Office of Contract Management and Vendor Services
Rio Hondo Community College
3600 Workman Mill Road, A-103
Whittier, CA 90601-1699
Ph: 562/908-3413 & Fax: 562/908-3462
Bid # 2045- Bookstore and Print Shop Renovation Project
DSA #03-116477
Addendum # 1
April 13, 2016
To: All Prospective Bidders
THE FOLLOWING REVISIONS AND/OR CLARIFICATIONS SHALL BE MADE TO THE BIDDING
REQUIREMENTS AND CONTRACT DOCUMENTS. REVISE AND AMEND THE DOCUMENTS FOR
THE ABOVE NAMED PROJECT IN ACCORDANCE WITH THIS ADDENDUM. THE BID SHALL
REFLECT THESE ADDENDUM CHANGES AND EACH BIDDER SHALL MAKE REFERENCE IN
THEIR BID TO THIS ADDENDUM. ALL BIDDING REQUIREMENTS AND CONTRACT DOCUMENTS
SHALL APPLY TO THIS ADDENDUM AS ORIGINALLY INDICATED IN THE APPLICABLE
PORTIONS OF THE CONTRACT DOCUMENTS, UNLESS OTHERWISE MODIFIED BY THIS
ADDENDUM.
Acknowledge receipt of this Addendum in the space provided on Document 00210 – Bid Proposal. Failure
to do so may result in the bid being deemed non-responsive.
The Addendum consists of the following changes:
1. ADMINISTRATIVE ITEMS:
1.1 Access Restrictions and Special Considerations
ATM – Automated Teller Machine
- Prior to mobilizing, the Contractor will establish a ‘point contact’ with the ATM servicing
company. The Contractor will provide continuous access for the convenience of the ATM
servicing company to the room labeled “JAN” near Gridlines G/15a for routine maintenance
and repair of the ATM. The Contractor will provide escort and PPE (personal protection
equipment), if required by conditions or the Contractor’s IIPP.
- Utilities serving the ATM must remain in continuous operation. Outages will be permitted
only as part of a general building outage and must be coordinated with the credit union and
the ATM service company at least one week prior to the outage.
- The Contractor must maintain continuous access to the ATM for public use.
RIO HONDO COMMUNITY COLLEGE – Bid #2045
Page 1 of 5
ADDENDUM NO 1
April 13, 2016
1.2 Access to Occupied Offices South of Gridline H
- Note the Plumbing work shown in Details 3 and 4 on Sheet P101. Work in the occupied
office area must be coordinated with the Project Manager, scheduled and approved by the
Project Manager two weeks in advance. Access by the Contractor may be continuously
monitored.
- For planning purposes, the Contractor should assume that work will be done outside normal
working hours.
- If the work cannot be completed during a single, scheduled and approved duration, the
Contractor will restore the room to its original condition, suitable for normal occupancy, all
utilities operational, clean, and ceiling tiles installed.
- The Contractor cannot assume the area will be available ‘on demand’ and should plan for
discontinuous durations of availability.
1.3 Access to Walk-In Record Storage Vaults
- Two walk-in record storage vaults are shown on the plans. Both vaults are on the First Floor.
One is near Gridlines G/17; the other is near Gridlines E/16.
- Access to the vault interiors is restricted. Work in the vaults must be coordinated with the
Project Manager, scheduled and approved by the Project Manager two weeks in advance.
Access by the Contractor will be continuously monitored.
- For planning purposes, the Contractor should assume that work will be done during normal
working hours.
- Access to the stored records by College staff must be continuous. Work in the room labeled
“Clerk Room”, near Gridlines H/17, must be made safe for staff access. The Contractor will
provide escort and PPE (personal protection equipment), if required by conditions or the
Contractor’s IIPP.
1.4 Access for Installation of Fire Alarm System In Occupied Areas
- For planning purposes, the Contractor should assume that work will be done outside normal
working hours.
- Work in the occupied office areas and classrooms must be coordinated with the Project
Manager, scheduled and approved by the Project Manager two weeks in advance. Access by
the Contractor may be continuously monitored.
- If the work cannot be completed during a single, scheduled and approved duration, the
Contractor will restore the room to its original condition, suitable for normal occupancy, all
utilities operational, clean, and ceiling tiles installed.
- The Contractor cannot assume the area will be available ‘on demand’ and should plan for
discontinuous durations of availability.
- A schedule of classroom usage is available and the Contractor may access classrooms to
complete the work when not being used by the College. Access can be planned from fifteen
minutes after scheduled completion of class and classrooms must be vacated by the
Contractor fifteen minutes before the scheduled start of any class.
1.5 Low Voltage Service and Power to Security Office
- Low voltage and power service to the Security Office must not be interrupted.
- Identify low voltage wiring serving the Security Office area before commencing demolition
and protect during demolition and construction.
RIO HONDO COMMUNITY COLLEGE – Bid #2045
Page 2 of 5
ADDENDUM NO 1
April 13, 2016
2. SPECIFICATIONS: NONE
3. DRAWINGS:
3.1.
ARCHITECTURAL
3.1.1 Sheet A090 (OVERALL DEMOLITION PLAN)
· Key notes and 19 and 16 are revised.
3.1.2. Sheet A101 (ENLARGED FLOOR PLAN):
· Clarification - New Flooring at existing corridor is identified – Legend is updated.
3.1.3. Sheet A102 (ENLARGED REFLECTED CEILING PLANS):
· Key Notes 1 and 5 are revised. New Ceiling in the corridor instead of Patch and
replace existing Ceiling Tile.
3.1.4. Sheet A110, (ENLARGED PLANS AND ELEVATIONS):
· Key Notes 12 and 12A are corrected. Surface mounted toilet tissue dispenser type is
now addressed correctly for male and female.
3.1.5. Sheet A120, (EXTERIOR STOREFRONT):
· Louver is shown on the Elevation to match Mechanical plans.
3.1.6. Sheet A600, (WALL DETAILS & FIRESTOP):
· Note on Detail 28 is added to match note from Sheet A120 of the Storefront
attachment to HSS.
3.1.7. Sheet A610, (SUSPENDED CEILINGS):
· Rated Sealant note is removed at non rated storefront condition – Detail 10 is revised.
· Rated Sealant note is added at rated wall condition – Detail 20 is revised.
3.1.8. Sheet A650 (DOORS / WINDOWS SCHEDULES):
· To the counter near Door N12C Reference to detail 15/A650 is added.
· “WINDOW TYPES AND SCHEDULE” reference Details are corrected.
· “DOOR TYPES AND SCHEDULE” clarification notes are added at Doors # E1 and
E2.
· Notes for Clarification are added on Details 12, 13, 14 and 20.
3.2.
MECHANICAL
3.2.1 Sheet M020
· Existing thermostats are existing to be relocated as shown on the remodel plan.
RIO HONDO COMMUNITY COLLEGE – Bid #2045
Page 3 of 5
ADDENDUM NO 1
April 13, 2016
3.2.2 Sheet M101
· Thermostat has been relocated to adjacent wall.
3.2.3 Sheet M301
· Note for the Pre-tensioned and Post-Tensioned concrete has been removed. The ½”
diameter Hilti KB-TZ has been changed to 3/8”.
3.3.
PLUMBING
3.3.1 Sheet P001
· General note number 4 applies to the plans.
· 4 bands have been added to the No-Hub fittings in the Pipe Material Schedule.
3.3.2 Sheet P100
· Saw cutting has been added to the plumbing floor plans.
3.3.3 Sheet P101
· Pipe has been moved down out of the ATM room.
· Vent line connection has been added.
3.3.4 Sheet P200
· The stiffeners dimensions are to be 1-5/8” x 1-5/8” x 2”.
· Detail 4 is showing a plan view and an elevation view of the rod stiffener. These call
outs have been added to the detail.
Clarification to bidders: The pan does not have a secondary drain; there is a moisture sensor.
3.4
ELECTRICAL
3.4.1 Sheet E201
· Power for two vending machines has been added to plans.
· Additional power and data has been added Clerk Room.
3.4.2 Sheet E301
· Clarification is provided on connecting new light fixtures to existing emergency and
non-emergency corridor circuits.
3.5.
FIRE ALARM
3.5.1 Sheet FA101
· Ceiling types for existing vault has been revised to accurately indicate existing
conditions.
RIO HONDO COMMUNITY COLLEGE – Bid #2045
Page 4 of 5
ADDENDUM NO 1
April 13, 2016
4. BIDDERS QUESTIONS:
RESPONSE TO QUESTIONS FROM BIDDERS
The following questions were received as Bid RFIs. Enclosed are responses to each. The following
revisions and clarifications shall become a part of the Contract Documents upon award of Bid. All bidders are
required to incorporate all necessary changes, additions, or deductions into their proposals.
3.1.1
Q: Plan sheet A-102, north exterior wall of Print Shop Rm. 11 indicates detail 15/A610 Sim at
one window. Does this detail apply elsewhere?
A: This detail applies for all exterior windows at north wall of Print Shop Rm. 11.
5. ENCLOSURES:
Enclosures:
§ REVISED Drawing A090 (1 page)
§ REVISED Drawing A101 (1 page)
§ REVISED Drawing A102 (1 page)
§ REVISED Drawing A110 (1 page)
§ REVISED Drawing A120 (1 page)
§ REVISED Drawing A600 (1 page)
§ REVISED Drawing A610 (1 page)
§ REVISED Drawing A650 (1 page)
§ REVISED Drawing M020 (1 page)
§ REVISED Drawing M101 (1 page)
§ REVISED Drawing M301 (1 page)
§ REVISED Drawing P001 (1 page)
§ REVISED Drawing P101 (1 page)
§ REVISED Drawing P200 (1 page)
§ REVISED Drawing E201 (1 page)
§ REVISED Drawing E301 (1 page)
§ REVISED Drawing FA101 (1 page)
END OF ADDENDUM # 1
RIO HONDO COMMUNITY COLLEGE – Bid #2045
Page 5 of 5
ADDENDUM NO 1
April 13, 2016
F
G
H
J
K
L
14
OFFICE
OFFICE
4
4
OFFICE
OFFICE
OPEN AREA
SECURITY
OFFICE
13
(E) CORRIDOR
19
9
15a
10
10
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
14
14
OFFICE
JAN.
11
11
12
12
OWNER:
LOUNGE
OFFICE
OFFICE
OFFICE
OFFICE
RIO HONDO COLLEGE
OFFICE
OFFICE
OFFICE
3600 Workman Mill Rd, Whittier, CA 90601
E
CLIENT ADDRESS:
D
BOOKSTORE AND PRINT SHOP
C
PROJECT NAME:
B
16
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
4
OFFICE
JAN. 31, 2017
(E) BACK OFFICES
17
IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
(E) VAULT
EVENING WEEKEND
COLLEGE
03-116477
A#
AC
17
2
1
16
1
6
7
8
3
FLS
SS
DATE
REVISIONS:
1
DESCRIPTION
DATE
GENERAL REVIEW 04-01-2016
N
E
U H
TR RT
O
N
OVERALL DEMOLITION PLAN
A. FILED VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS.
3
2
4
EXISTING CASEWORK TO BE DEMOLISHED
C. DEMOLITION DEBRIS MUST BE PROMPTLY REMOVED FROM THE SITE. DEBRIS REMOVAL
MUST BE COORDINATED WITH THE OWNER / LANDLORD.
5
EXISTING CONDUITS AT STOREFRONT TO BE RE-ROUTED,
SEE ELECTRICAL DRAWINGS.
D. WHERE DEMOLITION IS TO OCCUR ADJACENT TO OCCUPIED AREAS, CONSTRUCT ALL
NECESSARRY CONSTRUCTION BARRIERS, AND TEMPORARY DUST/NOISE PARTITIONS.
6
EXISTING DRAIN PIPE TO REMAIN, TO BE SANDED AND
PAINTED WHITE. EXISTING TAPE TO BE REMOVED.
E. ALL SALVAGE ITMES SCHEDULED FOR RE-USE MUST BE CAREFULLY REMOVED, TAGGED, AND STORED
UNTIL RE-USE. CLAEN AND RECONDITION AND SALVAGE ITEMS NOTED OR SCHEDULED TO BE RE-USED.
7
EXISTING LIGHT FIXTURE TO BE REMOVED
8
EXISTING CONDUIT TO BE REROUTED (TBD).
9
OPEN UP WALL FOR NEW DRINKING FOUNTAIN.
10
OPEN UP CEILING FOR TRANSITION DUCTS.
11
REMOVE WALL TILES AND SUBSTRATE DOWN TO STUDS.
12
REMOVE FLOOR TILES AND MORTER BED,
NEW FLOOR DRAIN TO BE PROVIDED.
13
EXISTING ROLL UP DOOR TO BE DEMOLISHED.
14
EXISTING WINDOWS TO BE DEMOLISHED.
EXISITNG FILMS TO BE COORDINATED WITH LOCAL REPRESENTATIVE.
15
EXISTING STOREFRONT TO BE DEMOLISHED.
16
EXISTING WINDOWS TO BE DEMOLISHED.
17
EXISTING STOREFRONT TO REMAIN.
18
EXISTING 5" CONCRETE WALL TO REMAIN, REPLACE EXISTING GYP. BOARD AT INTERIOR SIDE.
REMOVE EXISTING 5" BRICK VENEER AT EXTERIOR.
19
DEMOLISH EXISTING FLOOR AND CEILING
6
1
SHOULD THE OWNER DECLINE TO ACCEPT AND PROVIDE STORAGE FOR ANY OF THE ABOVE, THEY
SHALL BECOME PROPERTY OF THE CONTRACTOR AND MUST BE PROMPTLY REMOVED FROM THE SITE.
3
G. REMOVE ALL ATTACHMENTS FOUND ON PARTITION FACES AND CEILIMGS, AND TURN OVER
THE OWNER, I.E. SURFACE MOUNTED TOILET ACCESSORIES, (SOAP DISPENSERS) CUBICLE
CURTAIN TRACKS, T.V. WALL MOUNTING, BTRACKETS, ETC.
H. REMOVAL OF ANY ANTENNAS OR COMPUTER AND TELEPHONE CABLE AND / OR SYSTEM
BOARDS MUST BE COORDINATED AND SCHEDULED WITH THE OWNER.
15
DEMOLISHED EXISTING PORTION OF WALL WITH BRICK.
STOREFRONT DOOR / WINDOW BE TO REPLACED
B. DEMOLITION QUANTITIES ARE UNCLASSIFIED EXCEPT WHERE EXISTING CONSTRUCTION IS GRAPHICALLY
DESIGNATED AND / OR NOTED TO REMAIN.
WHERE PARTITIONS, CEILING, FLOORS ETC. ARE SHOWN TO BE REMOVED, DEMOLITION SHALL BE
INCLUSIVE OF MEP SERVICES / UTILITES CONTAINED WITHIN, UNLESS SCHEDULED OR NOTED TO REAMAIN
OR BE EXTENDED FOR ADDITIONAL DEMOLITION AND / OR SALVAGE REQUIREMENTS SEE CIVIL,
STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DOCUMENTS. SEE NEW CONSTRUCTION
DOCUMENT TIE-INS TO EXISTING SYSTEMS. SERVICES AND METERIALS TO FULLY DETERMINED ACTUAL
DEMOLITION LIMITS.
F. THE OWNER RESERVES THE RIGHT TO RETAIN THE FOLLOWING SALVAGE ITEMS, IF SO NOTIFIED
(AND IF NOT SPECIFICALLY INCORPORATED, AND STORE IN OWNER DESIGNED SPACE (ON CAMPUS)
THE FOLLOWING ITEMS:
- ELECTRICAL FIXTURES AND DEVICES
- DOORS, FRAMES AND HARDWARE
- MECHANICAL GRILLS / DIFFUSERS
- PLUMBING FIXTURES AND TRIM
- MILLWORK AND CASEWORK UNITS
7
1
I. PROTECT BY APPROPRIATE MEANS ALL EXISTING CONSTRUCION FINISHES, AND EQUIPMENT THAT
IS TO REMAIN ALL DAMAGED ITEMS / FINISHES MUST BE REPAIRED / RESTORED TO THEIR ORIGINAL
(PREDAMAGED) CONDITION.
J. DEMOLITION REQUIRING AIR HAMMERS OR OTHER LOUD NOISE GENERATING EQUIPMENT MUST BE
CAREFULLY COORDINATED AND SCHEDULED WITH THE OWNER. WORKING HOURS FOR SUCH ACTIVITY WILL
BE RESTRICTED.
K. IN EXISTING SPACES WHERE PARTITIONS ARE SHOWN TO BE REMOVED, REMOVE EXISITNG ABUTTING
FLOOR FINISHES AND CEILINGS AS WELL UNLESS SPECIFICALLY NOTED TO REMAIN.
L. ALL PENETRATIONS FOUND IN EXISTING CHASES AND FIRE RATED PARTITIONS OR SHAFTS, NOT
SPECIFICALLY CALLED OUT, MUST BE PATCHED / FIRESAFED TO MEET THE REQUIRED FIRE ASSEMBLY
RATING.
M. UTILITY SHUT DOWNS AND ALL SERVICE OUTAGES MUST BE SCHEDULED WITH THE OWNER ONE (1)
WEEK IN ADVANCE.
EXISTING PIPES TO BE DEMOLISHED IN COORDINATION WITH RIO HONDO COLLEGE.
01-08-2016
PROJECT NO:
2014-40156
SCALE:
As indicated
SHEET NUMBER:
A090
SHEET TITLE:
OVERALL
DEMOLITION
PLAN
1
3 MACARTHUR PLACE, SUITE 850
T 949.809.3380
O. AFTER REMOVAL OF EXISTING CONSTRUCTION OR FINISHES, PATCH OR REPAIR EXISTING SUBSTRATES
REMAINING AS REQUIRED TO RECEIVE THE SCHEDULED FINISH.
DEMOLITION NOTES
DATE ISSUED:
NOT PART OF THE SCOPE
N. WHERE IMBEDDED ITEMS OR PLUMBING FIXTURES, ETC. ARE REMOVED, PATCH REPAIR THE EXISTING
CONSTRUCTION TO REMAIN TO MATCH AND TO MAINTAIN THE STRUCTURAL AND / OR FIRE PROTECTION
INTEGRITY OF THE WALL.
DEMOLITION AT EXTERIOR
1
EXISTING DOOR TO REMAIN
TO BE DEMOLISHED
3
1/8" = 1'-0"
KEY NOTES
LEGEND
SANTA ANA, CA 92707
WWW.SVA-ARCHITECTS.COM
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT
BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2014.
WALLS
PT-1: FRAZEE SUNNY BEIGE : EGGSHELL - (TBC)
PT-2: FRAZEE GEORGIA WHITE: EGGSHELL - (TBC)
(N) 1-HR RATED WALL SEE DETAIL
FLOORING
(N) PARTIAL HEIGHT PARTITION WALL
SEE DETAIL 18 / A600
Color copier
11
(N.I.C.)
1138 SF
LVT / RWB
MIN. CLR.
(N.I.C.)
New Coiling
Counter Door
Xerox Nuvera
FEX
4"
3' - 0"
4' - 8"
PRINT SHOP
Work Table
(N.I.C.)
(E)
CONCRETE
SHEAR
WALL
N12B
CR
paper
cab.
work table
(N.I.C.)
7' - 10"
SUBSTRATE
TB-GYPBD:
PLAS:
GYPBD:
5/8" TYPE X GLASS MAT FACE TILE BACKER (TBC)
PLASTER (TBC)
5/8" TYPE X (TBC)
32" MIN.
W3
5' - 4"
7' - 10"
(N.I.C.)
xerox 4595
306 SF
LVT / RWB
WALL BASE
RWB:
TEXTURE
OP:
FEX
SEMI RECESSED FIRE EXTINGUISHER CABINET
AND FIRE EXTINGUISHER, SEE DETAIL 23/A-640
ER
EXIT ROUTE SIGN - SEE DETAIL 12/G-003
RS
ROOM NUMBER SIGN - SEE DETAIL 4/G-003
2.5
WALL TYPE NUMBER, PARTIAL HEIGHT
2.5" METAL STUD W/ 5/8" TYP X GYPSUM BORAD EACH SIDE, SEE
11
A600
4.1
WALL TYPE NUMBER, PARTIAL HEIGHT
4" METAL STUD WITH 5/8" TYP X GYPSUM BORAD EACH SIDE, SEE
18
A600
4.2
WALL TYPE NUMBER, FULL HEIGHT
4" METAL STUD WITH 5/8" TYP X GYPSUM BORAD EACH SIDE, SEE
14
A600
6.2
WALL TYPE NUMBER, FULL HEIGHT
6" METAL STUD WITH 5/8" TYP X GYPSUM BORAD EACH SIDE, SEE
14
A600
8.2
WALL TYPE NUMBER, FULL HEIGHT
8" METAL STUD WITH 5/8" TYP X GYPSUM BORAD EACH SIDE, SEE
14
A600
8.3
EXTERIOR WALL 8" METAL STUD WITH
5/8" TYP X GYPSUM BORAD ONE SIDE, PAINTED 7/8" STUCCO SMOOTH
FINISH AT THE EXTERIOR SIDE. SEE
21
22
PAINT COLOR: TO BE DETERMINED 20
A600
A600
A600
RUBBER WALL BASE (PER SPECS)
(TBC)
(TBD)
LIGHT ORANGE PEEL - (TBC)
TO BE CONFIRMED
TO BE DETERMINED
6.2
FURNITURE BY VENDOR (O.F.O.I).
BUILT-IN ELEMENTS SHALL COMPLY WITH ACCESSIBILTY
CODE REQUIREMENTS.
1
NEW STOREFRONT WINDOWS
6.2
STORAGE
10
269 SF
LVT / RWB
44" MIN. CLR.
LEGEND
KEY NOTES
freeflow
1' - 6"
CARD READER AT 48" A.F.F.
FINISH LEGEND
2
4.1
MIN. CLR.
CR
WALL TYPES:
1
(N.I.C.)
xerox 4595
PER SPECS
SOFFITS AND RESTROOMS - (TBC)
N11
12
3' - 0"
6.2
STORAGE RACKS FURNITURE BY O.F.O.I
(N.I.C.)
1
CEILING
ACT-1:
GYPBD:
7' - 0"
30" HEIGHT
FURNITURE
DESKCOUNTER
(N.I.C.)
4' - 0"
work table
(O.F.O.I)
16' - 5"
PRINT SHOP
PUBLIC LOBBY
2' - 0"
5' - 0"
4' - 3 1/2"
6' - 0"
VINYLE TYLE: NATURAL CREATIONS
MYSTIX TP769 CHROMA STONE SPAR
DOOR NUMBER, SEE DOOR SCHEDULE
N
9' - 4"
4.1
4' - 9"
N12C
VT:
LVT NOTES:
Provide 25 sq ft of flooring and 20 lineal
feet of base of each material specified
under provisions of Section 01770.
ACCESSIBLE
APPROACH
30x42
CLEAR SPACE
7' - 0"
N12A
E
CR
N10
1 HR
E
(E) CORRIDOR
-
19' - 10"
990 SF
VT
10' - 3 1/2"
EXISTING EXIT
DOOR WITH NEW
PANIC HARDWARE
29' - 1" +/-
E4
1
43' - 0 1/2"
3600 Workman Mill Rd, Whittier, CA 90601
(N.I.C.)
SEE SPECS
TBD
FURNITURE (O.F.C.I)
UNLESS OTHERWISE
NOTED
CLIENT ADDRESS:
Xerox Nuvera
MANUFACT:
COLOR:
(E) CONCRETE WALL TO REMAIN - NO NEW WORK
BOOKSTORE AND PRINT SHOP
"NOT AN
ACCESSIBLE EXIT"
DOOR SIGN
LVT:
30x30
work
table
(E) PARTITION WALL - NO NEW WORK
OWNER:
(N.I.C.)
19' - 8"
Work Table
(N.I.C.)
digital
duplicator
13' - 9 1/2" +/-
HAND WASH SINK.
SEE ACCESSIBLE
LAVATORY DET. 3
ON SHEET _GEN-4
Drill
(N.I.C.)
padding
MIN.
(N.I.C.)
Stapler
4' - 6"
Paper
Cutter
3' - 0"
E1
(N) FULL HEIGHT PARTITION WALL
SEE DETAIL 14 / A600
PROJECT NAME:
CARPET NOTES:
A.
Carpet shall be securely attached and have
a firm cushion, pad, or backing or no cushion or pad.
It shall have a level loop, textured loop, level cut
pile, or level cut/uncut pile texture. Pile height shall
be ½” maximum per CBC Section 11B-302.2
B.
Exposed edges shall be fastened to floor
surfaces and shall have trim on the entire length.
Carpet edges shall comply with CBC section 11B303 per CBC Section 11B-302.2.
RIO HONDO COLLEGE
CPT-1: MANUFACT: SEE SPECS
COLOR:
TBD
"EMERGENCY EXIT ONLY
ALARMED DOOR" SIGN
17
A600
76' - 4"
1 HR
1 HR
W1
W1
W2
W1
1 HR
15a
4' - 10 1/2"
9' - 9 1/2"
4' - 0"
2' - 7 1/2"
TEXTBOOKS
JAN. 31, 2017
11' - 4 1/2"
SCHOOL
SUPPLIES
IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
VENDING
MACHINE
NOTE:
AN ACCESSIBLE ROUTE OF COMMON USE CIRCULATION
PATHS SHALL BE PROVIDED IN THE STAGING SPACE.
THE CLEAR WIDTH FOR AISLES SHALL BE 36" MIN. IF
SERVING ELEMENTS ON ONLY ONE SIDE, AND 44" MIN.
IF SERVING ELEMENTS ON BOTH SIDES.
03-116477
A#
1
5' - 0"
44" MIN.
TYP.
AC
CLEARANCE
25' - 10"
VENDING
MACHINE
FLS
SS
DATE
INFO DESK &
eFOLLETT
REVISIONS:
STAGING
1
4.2
7
GENERAL
BOOKS
1
DESCRIPTION
DATE
GENERAL REVIEW 04-01-2016
TYP.
4' - 0"
1502 SF
LVT / RWB
24' - 2"
9' - 5 1/2"
15
1' - 0"
4458 SF
CPT-1 / RWB
MIN.
N06
N05
4.1
A110
9' - 0"
8' - 4 1/2"
9' - 4"
4.1
CURTAIN
AIR COOLER
OFFICE
6
5
72 SF
CPT-1
72 SF
CPT-1
E2
TABLES
NON
EMBLEMATIC
CLOTHING
GIFTWARE
4' - 6"
CURTAIN
AIR COOLER
OFFICE
6' - 4 1/2"
16
9' - 0"
4' - 0"
DATE ISSUED:
01-08-2016
PROJECT NO:
2014-40156
SCALE:
As indicated
SHEET NUMBER:
A101
44"MIN. CLEAR.
1
TYP.
4.1
VAULT
CLERK ROOM
4
3
338 SF
(E)
238 SF
LVT / RWB
4.2
4.1
CURTAIN
AIR COOLER
WEEKEND
COLLEGE
2
277 SF
LVT / RWB
E
4.2
(E) 17' - 9 1/2"
11' - 9"
14' - 1 1/2"
TECHNOLOGY
CENTER
CURTAIN
AIR COOLER
TABLES
4.1
SHEET TITLE:
ENLARGED
FLOOR PLAN
CONVENIENCE
CARD
SPINNER
44" MIN.
CARD
SPINNER
FOLDING TABLES
FOR RUSH
CLEARANCE
6' - 1"
76' - 2 1/2"
30-34" HEIGHT ACCESSIBLE
TRANSACTION COUNTER
PER DET. 16 / A640
(FOR REFERENCE ONLY)
1
TYP.
2' - 6"
2.5
1-DOOR 1-DOOR
1-DOOR 1-DOOR
UPRIGHT UPRIGHT
COOLER COOLER
FREEZER FREEZER
12
"EMERGENCY EXIT
ONLY ALARMED
DOOR" SIGN
FOLLETT
BOOKSTORE
9' - 8"
4.1
4' - 6"
30-34" HEIGHT ACCESSIBLE
TRANSACTION COUNTER
PER DET. 16 / A640
(FOR REFERENCE ONLY)
N07
30" X 48"
CLEAR SPACE
6' - 5"
2' - 0"
FOLDING TABLE
FOR RUSH
4' - 0"
30" X 48"
CLEAR SPACE
30" X 48"
CLEAR SPACE
FEX
1
A120
30" X 48"
CLEAR SPACE
FEX
Sim
FEX
N1E
N1C
E3
2
17
N1B
8.3
A120
N
EXISTING - NO NEW WORK
2
3 MACARTHUR PLACE, SUITE 850
G
H
J
K
T 949.809.3380
E
U H
TR RT
O
N
L
ENLARGED FLOOR PLAN
1/4" = 1'-0"
1
SANTA ANA, CA 92707
WWW.SVA-ARCHITECTS.COM
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT
BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2014.
NOT PART OF THE SCOPE
2
A610
EXISTING CEILING TO REMAIN, PANELS TO BE PATCHED /
REPAIR/ REPLACED, LIGHT FIXTURES TO REMAIN.
GYPSUM BOARD CEILING
3
ROLLER SHADE
4
NO ROLLER SHADE
SUSPENDED GRID W/
ACOUSTICAL TILE
1
5
3
NEW CEILING PER DETAIL 23 / A610
SAME HEIGHT AS ADJACENT AREA
RECESSED CAN LIGHT
FIXTURE, SEE ELECTRICAL
EXIT LIGHT, SEE ELECTRICAL
PRINT SHOP
9' - 0"
2 X 2 OR 2 X 4 RECESSED LIGHT
FIXTURE, SEE ELECTRICAL
RIO HONDO COLLEGE
11
LINEAR PENDANT OR CEILING MOUNTED
LIGHT FIXTURE, SEE ELECTRICAL
SUSPENDED LIGHT FIXTURE AT
8'6" HEIGHT, SEE ELECTRICAL
SUPPLY, RETURN AND
EXHAUST GRILLES, SEE
MECHANICAL
9' - 0"
PROJECTOR MOUNT, SEE
ELECTRICAL
PRINT SHOP
PUBLIC LOBBY
KEY NOTES
OPEN TO
STRCT.
12
LEGEND
STORAGE
OWNER:
10
3600 Workman Mill Rd, Whittier, CA 90601
Sim
CLIENT ADDRESS:
1
BOOKSTORE AND PRINT SHOP
15
NOT USED.
PROJECT NAME:
1
5
20
Sim
JAN. 31, 2017
A610
IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
03-116477
A#
AC
FLS
SS
DATE
REVISIONS:
10' - 0"
1
STAGING
DESCRIPTION
DATE
GENERAL REVIEW 04-01-2016
7
9' - 6"
OFFICE
OFFICE
5
6
DATE ISSUED:
01-08-2016
PROJECT NO:
2014-40156
SCALE:
As indicated
SHEET NUMBER:
A102
SHEET TITLE:
ENLARGED
REFLECTED
CEILING PLANS
10
4
2
CLERK ROOM
WEEKEND
COLLEGE
3
2
8' - 0"
A610
1
8' - 6"
4
N
VAULT
10
E
U H
TR RT
O
N
A610
3 MACARTHUR PLACE, SUITE 850
T 949.809.3380
ENLARGED CEILING PLAN
1/4" = 1'-0"
1
SANTA ANA, CA 92707
WWW.SVA-ARCHITECTS.COM
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT
BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2014.
Sim
1
1
TYP.
TYP.
TYP.
16
11
3
11
3
11
3
3
_GEN-4
3' - 0"
Sim
2' - 0"
1-a
8
9
1/4" = 1'-0"
1-b
11
1/4" = 1'-0"
1-d
1-c
10
1/4" = 1'-0"
20
1
3
2
3
17
4
11
4
11
3
15
3
3
TYP.
3
_GEN-4
8
5
Sim
ELEV. C
3' - 4" MAX.
ELEV. B
7
Sim
1
3/8" = 1'-0"
6
3/8" = 1'-0"
ELEV. A
3/8" = 1'-0"
ENLARGED WOMEN RESTROOM #4 - ELEVATIONS
Sim
3' - 0"
2
A640
1/4" = 1'-0"
-
FIXTURE
1
NOT USED
2
OVERHEAD BRACED PARTITION, SEE SPECS, SEE DET. 14/A-64.41 FOR TYP ATTACHMENT
3
WALL-HUNG SOLID URINAL SCREEN, 42” HIGH X 18” DEEP
4
24" X 36" FRAMED MIRROR, BOBRICK B-290 2436
5
HAND DRYER, BRADLEY AERIX 2902-287400
6
PARTITION-MOUNTED TOILET TISSUE DISPENSER, BOBRICK B-386
7
PARTITION-MOUNTED SANITARY NAPKIN DISPOSAL, BOBRICK B-354
8
GRAB BARS FOR ACCESSIBLE TOILET (1-1/4" DIA. STAINLESS STEEL):
42" LENGTH @ SIDE WALL (BOBRICK B-5806X42)
36" LENGTH @ REAR WALL (BOBRICK B-5806X36)
9
1-1/4" DIA. STAINLESS STEEL GRAB BAR, 42", BOBRICK B-5806X42
10
UTILITY SHELF W/ MOP & BROOM HOLDER, BOBRICK B-239 X 34
11
SURFACE MOUNTED LIQUID SOAP DISPENSER, OFOI
12A
SURFACE MOUNTED TOILET TISSUE DISPENSER, BOBRICK B-3471 FOR MEN ONLY.
12
SURFACE MOUNTED TOILET TISSUE DISPENSER, BOBRICK B-35745 FOR WOMEN ONLY
WITH TAMPON TRASH DISPENSER.
1
13
RECESSED TOILET TISSUE DISPENSER, BOBRICK B-3888
14
RECESSED SANITARY NAPKIN DISPOSAL AND TOILET TISSUE DISPENSER,
BOBRICK B-3094
15
RECESSED BABY CHANGING STATION MODEL @ KB110-SSRE HORIZONTAL PER DET.
16
SEMI-RECESSED SANITARY NAPKIN / TAMPON VENDOR,
FREE OPERATION (BOBRICK MODEL #B3706)
17
SEMI-RECESSED CONVERTIBLE PAPER TOWEL DISPENSER / WASTE
RECEPTACLE BY BOBRICK MODEL # B-3942
18
FLOOR DRAIN SHALL HAVE MAXIMUM 1/2" OPENINGS (TYP.)
* REFER SHEET GEN-4 FOR MOUNTING HEIGHTS AND LOCATIONS FOR ALL
ACCESSIBLE RESTROOM ACCESSORIES AND FIXTURES.
3/8" = 1'-0"
12
JAN. 31, 2017
3
_GEN-4
IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
03-116477
A#
AC
FLS
SS
DATE
REVISIONS:
1
F
EXISTING ATM MACHINE
(NO NEW WORK)
15
_GEN-4
2' - 0"
15a
FOR SIGNAGE
SEE DETAIL
18 / _GEN-3
E
FOR SIGNAGE
SEE DETAIL
17 / _GEN-3
E
(E) LOUNGE
JAN.
-
-
1' - 6"
5
MIN.
5
1' - 6"
3
5
MIN.
5
N14
DATE ISSUED:
01-08-2016
PROJECT NO:
2014-40156
SCALE:
As indicated
SHEET NUMBER:
A110
5
18
EQ.
EQ.
11
12
18
)
R.
CL
.
IN
"M
4
15
(4
11
3'
1
11
2
4.1
TOILET ACCESSORIES KEY NOTES
1
NEW TOILET FIXTURE, SEE PLUMBING DRAWINGS.
2
NEW TOILET ACCESSORIES; SEE TOILET ACCESSORIES SCHEDULE
ON THIS SHEET.
3
NEW WALL TILES, EXISITNG WALL TILES TO BE REMOVED.
4
NEW FLOOR TILES, EXISITNG FLOOR TILES TO BE REMOVED.
5
(N) BABY CHANGING STATION SIGNAGE PER DETAIL16 / _GEN-3
SHEET TITLE:
ENLARGED
PLANS AND
ELEVATIONS
8
15
5' - 0"
MIN.
12A
1' - 6"
16
8
5' - 1"
EQ.
12
"
1/2
(E) 4' - 5 1/2"
3
17
10
12
4
(E) 16' - 10"
9
7
A110
30" X 48"
CLEAR SPACE
A110
4
EQ. EQ.
11
EQ.
1' - 6"
2' - 10 1/2"
8
4
17
3
6
1' - 8 1/2" 2' - 9 1/2"
(E) WOMENS RR
(E) MENS RR
5' - 0"
3' - 0"
1' - 8"
3' - 0"
1' - 6"
N13
3
4
DESCRIPTION
DATE
GENERAL REVIEW 04-01-2016
G
30" X 48"
CLEAR SPACE
3/8" = 1'-0"
5
3' - 5"
ELEV. D
3' - 0"
4
1
1' - 6"
3' - 0"
1' - 6"
(E) 20' - 5"
1' - 6"
2' - 10"
1' - 6"
2' - 10"
Sim
3
_GEN-4
15
3' - 4"
STAGING #7 - VIEW D
12
3
_GEN-4
3' - 0"
A640
3/8" = 1'-0"
TYP.
TYP.
Sim
A640
1/4" = 1'-0"
ENLARGED WOMEN RESTROOM #4 - ELEVATIONS
2
2' - 11"
OWNER:
3
_GEN-4
RIO HONDO COLLEGE
2' - 10"
Sim
2' - 10"
3
_GEN-4
Sim
3600 Workman Mill Rd, Whittier, CA 90601
3
_GEN-4
8
CLIENT ADDRESS:
3
BOOKSTORE AND PRINT SHOP
1
PROJECT NAME:
5
Sim
2' - 10"
4
3
_GEN-4
4' - 0"
MIN.
16
5' - 0"
MIN. CLR.
(E) 14' - 1"
(E) 12' - 2"
3 MACARTHUR PLACE, SUITE 850
T 949.809.3380
ENLARGED EXITING RESTROOMS - FLOOR PLAN
1/4" = 1'-0"
1
KEY NOTES
SANTA ANA, CA 92707
WWW.SVA-ARCHITECTS.COM
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT
BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2014.
22
HSS 4 x 8 x 1/4
HSS 4 x 8 x 1/4 FLAT
TEMPERED
TYP.
HSS 4 x 8 x 1/4 FLAT
HSS 4 x 8 x 1/4
HSS 8 x 8 x 1/4
TEMPERED, TYP.
HSS 4 x 8 x 1/4
TEMPERED
NEW EXTERIOR WALL 8"
METAL STUD WITH
7/8" STUCCO SMOOTH FINISH
AT THE EXTERIOR SIDE.
COLOR TO BE DETERMINED
EXISTING 5" CONCRETE
WALL TO REMAIN
REMOVE EXISTING 5" BRICK
VENEER
AND REPLACE IT WITH
400S162-43 STUD &
7/8" STUCCO SMOOTH FINISH
COLOR TO BE DETERMINED
TEMPERED,
TEMPERED
TEMPERED,
TEMPERED
TEMPERED
TEMPERED
TEMPERED
EXISTING TO REMAIN
Sim
14
A650
TEMPERED
TEMPERED
TEMPERED
TEMPERED
17
TEMPERED
EQ.
NEW STOREFRONT
DOOR AT EXISTNG OPENING
NEW EXTERIOR WALL
8" METAL STUD WITH
7/8" STUCCO SMOOTH FINISH
AT THE EXTERIOR SIDE.
COLOR TO BE DETERMINED
SEE DETAIL 28/A610 FOR
STORFRONT FRAMING
TEMPERED
TYP.
E3
+
-- 8'-6" TO ALIGH WITH
HSS 4 x 8 x 1/4
TEMPERED
TYP.
ADJACENT EXISTING MULLION
A600
TEMPERED, TYP.
ALIGNED
20
21
A600
A600
NEW STOREFRONT
DOOR AT EXISTNG OPENING
NEW STOREFRONT
AT EXISTNG OPENING
EXISTING OPENING
EQ.
A650
EQ.
EQ.
BOOKSTORE AND PRINT SHOP
3600 Workman Mill Rd, Whittier, CA 90601
1
EXISTING TO REMAIN
HSS 4 x 8 x 1/4
ALIGNED
1
EXISTING TO REMAIN
CLIENT ADDRESS:
EXISTING TO REMAIN
TYPICAL
OWNER:
NEW LOUVER COLOR TO
MATCH ADJACENT PAINT
AREA
Y
A120
LOUVER PER
MECHANICAL PLAN
TO BE PAINTED
L
PAINT PANEL AT NEW
STOREFRONT AT PIPE
PENETRATION IF NEEDED.
WITH MULLION ON THE ADJACENT SIDE
NEW MULLION TO BE
PAINTED
EXISTING TO REMAIN
GLAZING TO BE CHANGED TO
FRIT , MULLIONS TO BE
PAINTED.
K
PROJECT NAME:
J
1/2" = 1'-0"
8' - 9" TO BE ALIGNED
H
HSS 4 x 8 x 1/4
G
RIO HONDO COLLEGE
Y
ELEVATION
EQ.
28' - 6" NEW STOREFRONT (V.I.F)
JAN. 31, 2017
SEE 28/A600 FOR STOREFRONT FRAMING (TYP.)
NOTE:
VERTICAL MULLIONS TO BE DIRECTLY
ATTACHED TO HSS ABOVE W/
MIN. (2) 1/4" DIA. TEKS EA. SIDE AND TO
CONCRETE BELOW WITH MIN.
(1) TITEN HD EA. SIDE (3/8" DIA. W/ 4" EMBED.)
EXTERIOR STOREFRONT - ELEVATION AND FRAMING
IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
1/4" = 1'-0"
2
03-116477
A#
AC
FLS
SS
DATE
REVISIONS:
1
VAULT
DESCRIPTION
DATE
GENERAL REVIEW 04-01-2016
CLERK ROOM
4
3
338 SF
(E)
238 SF
LVT / RWB
WEEKEND
COLLEGE
2
DATE ISSUED:
01-08-2016
277 SF
LVT / RWB
PROJECT NO:
2014-40156
SCALE:
As indicated
SHEET NUMBER:
A120
FEX
FEX
EXISTING 5" CONCRETE
WALL TO REMAIN
FEX
17
E3
ALIGN
NEW STOREFRONT
EXISTING EXTERIOR WALL- NO NEW WORK
6' - 5"
NEW STOREFRONT
G
H
15' - 10"
6' - 2 1/2"
AT EXISTING OPENING
NEW STOREFRONT
NEW FURRING
400S162-43 STUD &
7/8" STUCCO
SMOOTH FINISH
COLOR TO BE
DETERMINED
EXTERIOR
STOREFRONT
A120
NEW STOREFRONT
28' - 8"
28' - 8"
AT EXISTING OPENING
NEW STOREFRONT
J
SHEET TITLE:
2
NEW STOREFRONT
K
L
3 MACARTHUR PLACE, SUITE 850
T 949.809.3380
EXTERIOR STOREFRONT - ENLARGED FLOOR PLAN
1/4" = 1'-0"
1
SANTA ANA, CA 92707
WWW.SVA-ARCHITECTS.COM
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT
BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2014.
(E) BEAM
TYP.
(4) 1/2" DIA. BOLT
DRILL AND EPOXY
IN (E) COLUMN USING
SIMPSON SET XP
ESR 2508
W/ 4" EMBED
4"
EMBED
1/2" DIA. TITEN HD
@ 24" O.C.W/
3 3/4" EMBED.
TORQUE AT
651B-TR
1 1/2"
4"
16 GA CLIP ANGLE w/ (3) #10
SMS TO BRACE AND (4) 0.145
DIA SIMPSON 'PDP' w/ 1.1/4"
EMBED TO SLAB (ICC-ESR 2138)
((4) #12 SMS AT METAL DECK w/
NO FILL)
1
1 1/2"
351DES
1/4"
25 / A600
1/2" A.3 DRILL & EPOXY
USING SIMPSON SET XP
(ICC ESR-2508)
W/3" EMBED
DET. A
800T150-33
1/8
HSS
PER PLAN
WALL TYPE PER PLAN
4" STUD
BEAM TO WALL
1
(2) 1/4" DIA. TEKS
6" MIN. FROM EA. END
AT EA. SIDE.
12" O.C.
C
3
A600
POST TO CONCRETE
A
3
A600
TOP OF PARTITION STUD
5/8" TYPE X GYP BD, TYP
(TO BE EXTENDED AT RATED WALL CONDITION)
CLG. PER
PLAN
Sim
Sim
UL DESIGN NO. HW-D-0021
OR APPROVED EQUAL
(@ FIRE RATED WALLS ONLY)
A
DIAGONAL BRACING ATTACHEMENT
1" = 1'-0"
PARTITION FRAMING
25
1 1/2" = 1'-0"
FULL-HEIGHT FRAMING
18
1 1/2" = 1'-0"
TOP OF WALL @ CONC. DECK
14
3" = 1'-0"
4
C
B
HSS 4 x 8 x 1/4
OVERALL
HSS 8 x 8 x 1/4
D
HSS 4 x 8 x 1/4
STUD
18
A650
8 -6" SEE ELEVATION
SIZE
(E) CONCRETE FLOOR OR
ROOF STRUCTURE
SLOTTED TOP TRACK
UES REPORT #283
1
MIN.
SEE ELEVATION
SEE ELEVATION
EXTERIOR STOREFRONT FRAMING
CLIP FLANGES &
BEND 2" OF WEB
FLUSH TO STUD
400T125-33 TRACK
SEE SECT D
400S125-33 STUD
(DOUBLE
STUD FOR OPNG
WIDTHS GREATER
THAN 2'-0")
#10 SMS
NS & FS
3/8" DIA. HILTI KB-TZ
WITH 4" EMBED. AT EACH
END AND AT 16" O.C.
MAX. WITH WEB STIFF AT
EA. END
TOP OF PARTITION STUD
28
1/4" = 1'-0"
EXTEND WEBS OF HDR
& CONNECT w/ (3) #10 SMS
NS & FS
600S162-54
STUDS
DOUBLE
STUDS
C
INTERIOR FINISH PER FINISH SCHEDULE
ACOUSTICAL BATT INSULATION, TYP, U.N.O.
NO UNUSED KNOCKOUTS OR OTHER
HOLES LEFT OPEN
MEMBRANE AND THROUGH -WALL PENETRATIONS
SEE NOTE BELOW.
METALLIC OR RATED NONMETALLIC BOX
800S162-43
METAL STUDS AT 16" O.C.
8"
WALL TYPE PER PLAN
ACOUSTICAL INSULATION
0.145" DIA SIMPSON 'PDP' w/ 1.1/4" EMBED
(ICC ESR-2138) @ 24 " OC
1/4" TO 1/2" JOINT FILLED WITH FIRE
RATED ACOUSTICAL SEALANT
AROUND BOX
FACE FLANGE - DRYWALL OR
PLASTER OVERLAPS FLANGE
CONTINUOUS BOTTOM TRACK
FIRE-RATED SEALANT @ FIRE-RATED WALLS,
ACOUSTICAL SEALANT @ NON-RATED WALLS
U465 - 1-HR - STEEL STUDS - NONBEARING WALL
1" MINIMUM
REFER TO THE FOLLOWING
CONFORM WITH REQUIREMENTS
1. PENETRATIONS TO CONFORM TO UL SYSTEM
NUMBERS: WL, WWS & WWD SERIES AS
APPLICABLE. SEE DETAIL 17/-.
CLG. AT
BOOKSTORE
SIDE
JAN. 31, 2017
IN DRYWALL OR PLASTER WALL
IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
7/8" EXTERIOR CEMENT PLASTER
O/ METAL LATH & TYVEK WRAP
FOR ALL SILLS AND HEADERS
AT OPNG WIDTHS
AT OPNG WIDTHS 4'-0" & LESS
FIRE RATED SHEET CAULKING ALL
AROUND BACK
AND SIDES OF BOX AT NON-RATED BOX
AND 2-HR CONDITION
ONE HOUR WALL NOTES
FULL HEIGHT WALL
A. U.L. U-465
OR
B. CBC TABLE 720.1 - ITEM 13-1.1 (1 HR. RATING)
5/8" TYPE X GYP BD, TYP
INTERIOR SIDE
THERMAL BATT INSULATION
CRIPPLE
FOR ALL SILLS AND HEADERS
UNFACED INSULATION ALL AROUND BOX
4" STUD
EXTERIOR GLASS-MAT
SHEATHING
600T125-33 TRACK
SEE SECT D
(2) #10 SMS
NS & FS
A600
CONT. SEALANT W/ BACKER HOD
6"
28'-6" STOREFRONT NEW OPENING
Sim
5/8" TYPE X GYP BD, TYP
C
6' - 0"
14
SEE DETAIL
FOR ADDITIONAL
INFORMATION
DIM. POINT ON PLANS
(U.N.O.)
(1) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE,
1/2"
7' - 0"
18
A650
THICKNESS
4'-0" TO 12'-0" MAX
EXTERIOR WALL AT TOP
SECTION
3" = 1'-0"
22
ONE HOUR WALL DETAIL
3" = 1'-0"
17
ELECTRICAL BOX UP TO 16 SQ. IN.
3" = 1'-0"
TYP. BOTTOM TRACK CONNECTION
12
3" = 1'-0"
1/2" MIN. AIR GAP
SEE PLANS
400S125-33 STUD AT 16" O.C.
UNLESS INDICATED
OTHERWISE ON THE
PLAN
400T125-33 MTL TRACK
GAGE AT 4" STUD WALL
(VARIES PER PLAN)
TO MATCH STUDS
#10 SMS @ 16" OC
EACH SIDE
MTL TRACK FLANGE =
1.25" MIN.
FOR ALL SILLS AND HEADERS
1-12
5/8" TYPE "X" GYPSUM BOARD AT
INTERIOR SIDE
FIRE EXTINGUISHER AT FIRE
EXTINGUISHER CABINET
7/8" THK. PORTLAND CEMENT PLASTER
O/ METAL LATH & TYVEK STUCCO
WRAP,
ONE LAYER 5/8" TYPE "X" DRYWALL AT
ONE HOUR RATING. TWO LAYERS
REQUIRED AT TWO HOUR RATING.
SEAL AIR TIGHT. CONSTRUCT OPENING
PRIOR TO INSTALLATION OF FIXTURE.
WIDTH
WINDOW
OR OTHER
OPENING
(1) LAYER 5/8" TYPE "X" GYP. BD.
(SEE NOTE BELOW)
INTERIOR FINISH PER
FINISH PLAN/ SCHEDULE
STUDS
THERMAL BATT INSULATION
WHERE INDICATED BY "A"
ACOUSTICAL SEALANT ALL AROUND PERIMETER
C
#10 SMS AT EA LEG
OF CLIP AS SHOWN
DOUBLE STUDSFASTEN TO TOP & BOTT
TRACK w/ #10 SMS EACH
FLANGE EA SIDE
3
A600
SEAL ANY CONDUIT AT BOX BACKING PENETRATION
D
R-19 THERMAL BATT
INSULATION
ELECTRICAL BOX OVER 4" X 8" CABINET, FIXTURE
OR ACCESSORY IN DRYWALL OR PLASTER
B
SECTION
Sim
EXISTING WALL (SHOWN GRAY)
IN RATED WALL CONSTRUCTION
WALL ELEVATION
INTERIOR WALL FRAMING DETAIL
1" = 1'-0"
EXTERIOR WALL DETAIL
27
3" = 1'-0"
21
ELECTRICAL OR FIXTURE CABINET
3" = 1'-0"
16
TYPICAL FURRED WALL
3" = 1'-0"
SPACING
HEIGHT
NON-BEARING INTERIOR WALLS (7.5 psf LATERAL LOADS)
250S125-33
16" O.C.
12'-5"
400S125-33
16" O.C.
15'-11"
DATE ISSUED:
01-08-2016
600S125-33
16" O.C.
22'-3"
PROJECT NO:
2014-40156
800S125-33
16" O.C.
28'-3"
SCALE:
As indicated
SHEET NUMBER:
A600
NON-BEARING EXTERIOR WALLS (7.5 psf LATERAL LOADS)
350S162-43
16" O.C.
13'-2"
362S162-43
16" O.C.
13'-7"
400S162-43
16" O.C.
14'-4"
600S162-43
16" O.C.
19'-0"
800S162-43
16" O.C.
21'-5" WITH WEB STIFF EA. END
NOTE: AT CURVED WALLS USE (2)
LAYERS OF 1/2" GYP. BD.
8"
B
HEADER AT STOREFRONT
TRACK
ELECTRICAL & FIRE EXTINGUISHER CABINET
SHALL HAVE THE SAME FIRE RATING AS THE
WALL
METAL STUDS PER WALL TYPE
1
DESCRIPTION
DATE
GENERAL REVIEW 04-01-2016
CLG. PER PLAN
NO UNUSED KNOCKOUTS OR
OTHER HOLES LEFT OPEN
5/8" GLASS-MAT GYPSUM
SHEATHING, SEE SPECS
REVISIONS:
Sim
NON-BEARING EXTERIOR WALLS (7.5 psf LATERAL LOADS)
UNFACED INSULATION ALL AROUND
OPN'G
FULL
HEIGHT
4
A600
PROVIDE FIRE AND DRAFT STOPS AS REQUIRED
PER 2010 C.B.C SECTION 717
SECTION
OPN'G
WIDTH DR
L2x2 ANGLE CLIP
(CLIP GAUGE TO
MATCH STUD GAUGE
NON-BEARING INTERIOR WALLS (7.5 psf LATERAL LOADS)
SIZE
600T125-33 MTL
TRACKMTL TRACK GAGE
TO MATCH STUDS
#10 SMS @ 16" OC
EACH SIDE
MTL TRACK FLANGE =
1.25" MIN.
FOR ALL SILLS AND HEADERS
AT OPNG WIDTHS
4'-0" TO 12'-0" MAX
AT OPNG WIDTHS 4'-0" & LESS
SEE WALL TYPE DETAILS FOR RATED
WALL TYPE CONSTRUCTION DETAILS.
SEE PLANS FOR RATING REQUIRED.
STUD
600S162-54 STUDS
#10 SMS
@ 16" OC
EACH STUD
SS
6"
(2) #10 SMS
EACH STUD
TYP
EXTERIOR SIDE
FLS
DIM. PT. ON
PLAN U.N.O.
WALL SIZE
TYP TRACK
SIM 4' OPNG
03-116477
A#
DATE
STUD SIZE
OVERALL
STUD
3
AC
OVERALL THICKNESS
D
OWNER:
(SIM)
1.1/4"
EMBED
B
10"
WALL TYPE PER PLAN
SECTION
A
11
WALL TYPE SYMBOL LEGEND
8"
1. PROVIDE ADDITIONAL WALL BRACING AND / OR BRIDGING AS MAY BE REQUIRED FOR
HEIGHT OF WALL.
SHEET TITLE:
WALL DETAILS
& FIRESTOP
2. ALL SHAFT WALLS SHALL BE FULL HEIGHT UNLESS NOTED OTHERWISE.
7/8" EXTERIOR CEMENT PLASTER
O/ METAL LATH & TYVEK WRAP
4 #10 SCREWS
CONNECTING
TOP TRACK TYP
TOP TRACK
6. ALL FIRE RATED WALLS SHALL TERMINATE AT STRUCTURE ABOVE UNLESS NOTED OTHERWISE.
ALL FIRE RATED WALLS SHALL COMPLY WITH CBC CHAPTER 7
METAL STUD, PER PLAN
METAL STUDS PER WALL TYPE
7. REFER TO SPECIFICATION DIVISIONS AND A-600 AND A-601 FOR HVAC, PLUMBING, AND ELECTRICAL
PENETRATION OF WALLS.
THERMAL BATT INSULATION
GYPSUM WALL BOARD
8. 2 1/2" X 14 GA. STUDS TO HAVE 1 3/8" FLANGE.
"J" MOULD WITH WEEP HOLES
HILTI PUTTY PAD OR
EQUAL WRAPPED OVER
OUTLET
3/8" DIA. HILTI KB-TZ
WITH 4" EMBED. AT EACH
END AND AT 16" O.C. MAX.
9. ALL STUD GAUGE AND SPACING TO BE MAINTAINED OR ADJUSTED TO MANUFACTURER'S
DESIGN CRITERIA WHICHEVER IS MORE RESTRICTIVE. ALL LIMITING HEIGHTS ARE BASED
ON
SSMA (STEEL STUD MANUFACTURERS ASSOCIATION) SYSTEM. THE ALLOWABLE
DEFLECTION FOR STUD WALLS SHALL BE:
PIPING ISOLATOR OF MINIMUM
1/2" THICK FELT OR 1" THICK
PIPING INSULATION JACKET
PUTTY PAD TESTED IN ACCORDANCE
WITH UL 263 AND CLASSIFIED FOR
UP TO 2-HOUR WALL OPENING
PROTECTIVE MATERIAL FOR USE
WITH BOTH METALLIC AND
NONMETALLIC OUTLET
OR SWITCH BOXES.
CONC. CURB
6"
2" MIN. TO PAVING
WHERE OCCURS
TOP TRACK
3. FOR FULL HEIGHT WALLS SEE DET. 2
4. EXTEND ALL OTHER WALLS 6" ABOVE FIN. CEILING U.N.O., SEE DET. 3
EXTERIOR GLASS-MAT SHEATHING,
SEE SPECS
TRIM FLANGE OF ONE
TRACK AND EXTEND WEB TOP
LAP AT CORNER TOP TRACK
4" MIN. TO EARTH
WHERE OCCURS
8 -6" SEE ELEVATION
5/16" DIA. TAPCON SCREWS AT 16" O.C.
INSTALL PER ICC# ESR 2202 (1 1/2" EMBED)
HSS PER PLAN
1/4" CAP PLATE
B
SLOTTED TOP TRACK
UES REPORT #283
DET. A
800S162-43
TYP
CEILING PER ARCH
1
6" MAX.
6" MIN.
8" MAX.
6" MIN.
(E) COL
D
4" MIN.
FIRE SEALANT @ FIRE-RATED WALLS
ACOUSTICAL SEALANT @ NON-RATED WALLS
18 GA TRACK w/ #10 SMS
TO EACH LEG, EACH
STUD, TYP
BEAM TO COLUMN
1
6"
1 1/2"
6"
1/4
1/4
3 SIDES
1/4
TYP.
RIO HONDO COLLEGE
1 1/2"
TYP.
EXISTING CONCRETE DECK
3600 Workman Mill Rd, Whittier, CA 90601
HSS PER
PLAN
STEEL ANGLE
L4 X 4 X 1/4 x 7"
WIDE
1/2"
1/2"
(E) CONCRETE FLOOR OR
ROOF STRUCTURE
CEILING HEIGHT WHERE OCCURS
1 1/2"
6"
1
1
3/8" PLATE, 8" WIDE
T&B
4"
6"
1 1/2"
HSS PER PLAN
DECK
CLIENT ADDRESS:
16 GA CLIP ANGLE w/ (3) #
10 SMS EA LEG
Sim
BOOKSTORE AND PRINT SHOP
25
A600
TYP.
4
A600
Sim
PROJECT NAME:
362S137-33 BRACE @ 4'-0" OC (MAX
BRACE LENGTH = 10'-0") CENTER
OVER STUD BELOW
POST
PER PLAN
HSS PER PLAN
L/360 - FOR EXTERNAL WALLS
L/360 - FOR INTERIOR WALLS WITH STONE, TILE OR WOOD PANEL FINISH AND FOR SHAFT
WALLS.
L/240 - ALL OTHER INTERIOR WALLS.
ADJUSTABLE RING HANGER WITH
FELT LINING
CONTRACTOR USING AN APPROVED EQUAL PRODUCT MUST SUBMIT FOR ARCHITECTS
REVIEW A WALL TYPE SHEET. THIS SUBMITTAL TO INDICATE PROPER STUD GAUGE ND
SPACING PER THE SPAN CAPACITY OF THE SUBSTITUTED PRODUCT. AT NO TIME SHOULD
THE STUD GAUGE OR SPACING BE LESS THAN WHAT IS SHOWN ON HIS SHEET.
CONTRACTOR TO FIELD VERIFY ALL CONDITIONS FOR SPECIFIC FURRED OUT WALLS PER
PLAN AND DETAILS.
10. REFER TO BUILDING PLANS FOR EACH BUILDING FOR LOCATION OF RATED WALLS AND REFER
TO THIS SHEET FOR HEAD OF WALL CONDITION OF ALL RATED WALLS.
11. AT TILED WALLS, STOP TILE AND BACKER BOARD AT CEILING, PROVIDE
5/8" TYPE "X" GYP. BD. FOR REMAINING HEIGHT OF WALL.
TOP TRACK AT CORNER
1" = 1'-0"
26
EXTERIOR WALL AT BOTTOM
3" = 1'-0"
20
PUTTY PAD
1 1/2" = 1'-0"
15
SUSPENDED PIPE HANGER
3" = 1'-0"
10
WALL TYPE GENERAL NOTES
3 MACARTHUR PLACE, SUITE 850
T 949.809.3380
SANTA ANA, CA 92707
WWW.SVA-ARCHITECTS.COM
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT
BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2014.
8'-0" MAX
1-1/2"x1-1/2"x12GAx1" CLIP ANGLE
W/ (2) #10x1-1/4" SMS
2. MAIN RUNNERS ARE 1 1/2" H.R. CHANNELS, 1.12#/FT MINIMUM
3. CROSS-FURRING MAY BE 7/8", 25 GAGE GALVANIZED HAT SECTIONS @ 24" MAX. O.C.
#12 GA HANGER WIRE
SEE DET. 13/A610
FOR ATTACHEMENT
4. HANGERS SHOULD BE SADDLE-TIED AROUND MAIN RUNNERS TO DEVELOP THE
FULL STRENGTH OF THE HANGERS.
CONT. RUNNERS
(SPLICE ALL
JOINTS)
5/8" MAX.
5/8" MAX.
5. CROSS-FURRING SHOULD BE SADDLE-TIED TO THE MAIN RUNNER WITH ONE
STRANGE OF NO. 16 OR TWO STRANDS OF NO. 18 GAGE TIE WIRE.
6. MAIN RUNNERS SHOULD BE SPLICED BY LAPPING AND INTERLOCKING FLANGES
12" MIN. AND TYING NEAR EACH END WITH DOUBLE LOOPS OF
NO. 16 GAGE WIRE.
45. 0
0°
600S137-54 SPAN (2) WALL
STUDS MINIMUM USING
(4) #10 x 1-1/4" SMS AT EA STUD,
(ONLY (2) #10 SMS REQUIRED
WHERE CLIP ATTACHES
DIRECTLY TO WALL STUD)
1/2" MAX
1/2" MIN
TYP
(SEE NOTE 1 BELOW)
TYP. HANGER
WIRES @ 4'-0"
O.C.
1 LAYER OF GYP. BD., MAX.
0° TO 45°
TYP
(SEE NOTE 1 BELOW)
7. CROSS-FURRING SHOULD BE SPLICED BY LAPPING AND INTERLOCKING
THE PIECES 8" MIN. AND TYING NEAR EACH END WITH DOUBLE LOOPS OF
NO. 16 GAGE WIRE.
STEEL POP RIVET
STEEL POP RIVET
@ 4'-0" OC MAX
CEILING CLIP - 12GA
X 3/4" WIDE MIN.
CROSS RUNNER
1"x 2" x 25 GA. MIN. CONTINUOUS ANGLE WITH (1) #10 SMS INTO 20 GA.
MIN. WALL STUD @ 24" O.C.
1"
2"
BRACING WIRE W/
MIN. OF 4 TIGHT
TURNS IN 1-1/2"
HANGER WIRE W/
MIN. OF 3 TIGHT
TURNS IN 1 1/2"
NOTES:
1. PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS
RUNNERS WITHIN EIGHT (8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH
(1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS LESS, FOR THE
PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED
WHEN THE LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS.
BRACING WIRE CONNECTION TO STUD
23
3" = 1'-0"
WIRES @ CONC. DECK
18
4"
(WHICHEVER IS LESS)
13
SEISMIC SEPARATION JOINT DETAIL
8
3" = 1'-0"
#6 S.T.S.M.S. @ 12" O.C.
5"
1. Heavy Duty Main (7501) and Cross Runners required per A802.
2. BERC-2 clips required per 4PSF rating and Seismic Design Category D, E and F.
3. Anchors to be submitted.
4. Trim at OHSC to be installed 1" from vertical suports and piping.
17
A610
#12 GA VERTICAL
HANGER WIRE @ 4'-0"
CRIMP TOP OF TUBING
FLAT & ATTACH WITH (2)
3/8" DIA. KBTZ WITH 3" EMB.
(ICC-ESR-1917)
SECURE SPLICE
SECTIONS TOGETHER
WITH (2) #8 X 1" SELF
TAPPING SHT. MTL.
SCREWS (S.T.S.M.S.)
6"
1' - 0"
MAIN RUNNER- POP RIVET TO PERIMETER
ANGLE AT STARTER WALL ONLY; COLOR
TO MATCH GRID
OVERLAP
LAY-IN CEILING PANEL
COMPRESSION STRUT.
PER ICC REPORT SEE
NOTE 23
5'-0" MIN. DISTANCE
6'-0" MAXI. DISTANCE
4"
12 GA.HANGER WIRE, SEE NOTES #1, 2 & 16
CEILING NOTES (SUSPENDED GYP. BD)
CEILING DETAILS COMPLYING WITH ESR 1308 MAY BE SUBSTITUTED IF APPLICABLE
4"
COMPRESSION POST SEE
SCHEDULE AND DETAIL
SLOTTED ANGLE "V" STRUT SPACER W/
HORIZ. 6d RING SHANK NAIL THROUGH
SLOTS @ RUNNER WHERE OCCURS SEE
NOTE #7
8" OR 1/4 OF LENGTH
3" = 1'-0"
C SHAPED METAL STUDS
FACE OF WALL
3/4"
8. LIGHT FIXTURES AND HVAC DIFFUSERS SHALL HAVE SUPPLEMENTARY
Sim
SUPPORTS AS REQUIRED, SEE DETAIL
6
CEILING CLIP
NOTE: PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL
MAIN AND CROSS RUNNERS
WITHIN EIGHT (8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF THE
END TEE, WHICHEVER IS LESS, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE
NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS.
3" = 1'-0"
1" CLEAR
A610
ATTACHED JOINT
CEILING PERIMETER AT EXIT CORRIDOR
STEEL POP RIVET
COVER PLATE WITH 1"
FLEXIBILITY MINIMUM IN
ALL DIRECTIONS
#12 GA VERTICAL HANGER WIRE @ 4'-0"
MAIN RUNNER
2" WALL ANGLE SECURED TO WALL
STRUCTURE W/ (2) #10 S.M.S.
DRYWALL SCREWS @ 16" O.C.
CEILING PERIMETER AT FREE WALL
22
3" = 1'-0"
17
SEE DSA IR 25-5 FOR ALL APPLICABLE REQUIREMENTS.
1. #12 GA. (MIN.) HANGER WIRES SHALL BE 0.106 INCHES IN DIAMETER CONFORMING TO ASTM A641. #12 GAGE
WIRE SHALL BE SOFT ANNEALED, GALVANIZED STEEL WIRE WITH CLASS 1 COATING.
45° TYP.
ATTACH STUD W/
(3) #10 SMS
2. #12 GAGE HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4'-0" X 4'-0" GRID SPACING AND SHALL
BE ATTACHED TO MAIN RUNNERS.
1 1/2" MAX
3. PROVIDE 12 GA. HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN 8" FROM THE
SUPPORT OR WITHIN 1/4 OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST, FOR THE PERIMETER OF
THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS EIGHT (8)
INCHES OR LESS.
MAIN RUNNER
2
MA"
X
HANGING STUD CONNECTION
3" = 1'-0"
12
CEILING SPAY WIRE BRACING DETAIL
1' - 0" MAX.
EXISTING CONC. BEAM
ACOUSTICAL TILE IN
SUSPENDED 'T' BAR
CEILING SYSTEM - FOR
DETAIL SEE DETAILS 5 & 6
SHEET A/610
7/8" METAL FURRING
CHANNEL
A#
7. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE
ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN RUNNERS AT THE FREE END TO PREVENT LATERAL
SPREADING. A METAL STRUT OR A 16 GA WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER
MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS
12" OR LESS, THIS INTERLOCK IS NOT REQUIRED.
03-116477
AC
FLS
SS
DATE
REVISIONS:
1
DESCRIPTION
DATE
GENERAL REVIEW 04-01-2016
11. THE SLOPE OF BRACING WIRES SHALL NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND
WIRES SHALL BE TAUT. SPLICES IN WIRES ARE NOT PERMITTED WITHOUT SPECIAL DSA APPROVAL.
12. COMPRESSION STRUTS SHALL NOT BE MORE THAN 1 (HORIZONTAL) IN 6 (VERTICAL) OUT OF PLUMB.
13. SUSPENDED ACOUSICTAL CEILING SYSTEMS WITH A CEILING AREA OF 144 SQUARE FEET OR LESS, AND
FIRE RATED SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 96 SQUARE FEET OR LESS,
SURROUNDED BY WALLS WHICH CONNECT DIRECTLY TO THE STRUCTURE ABOVE OR WALLS INDEPENDENTLY
BRACED ABOVE CEILING TO STRUCTURE ABOVE, DO NOT REQUIRE BRACING ASSEMBLIES WHEN ATTACHED TO
TWO ADJACENT WALLS.
LIGHT FIXTURE W/ (2) 12GA.
HANGER WIRES @
ALTERNATE CORNERS TO
THE STRUCTURE ABOVE.
14. FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET A SEISMIC SEPARATION JOINT SHALL BE PROVIDED TO
DIVIDE THE CEILING INTO AREAS NOT EXCEEDING 2500 SQUARE FEET. SEE DET. 8/A610
PROVIDE ATTACHMENTS
EA SIDE OF FIXTURE TO
CEILING GRID (SEE NOTE 19)
15. PENETRATIONS THROUGH THE CEILING FOR SPRINKLER HEADS AND OTHER SIMILAR DEVICES THAT ARE
NOT INTEGRALLY TIRED TO THE CEILING SYSTEM IN THE LATERAL DIRECTION SHALL HAVE A (2) INCH
OVERSIZED RING, SLEEVE OR ADAPTER TO ALLOW FREE MOVEMENT OF (1) INCH IN ALL HORIZONTAL
DIRECTIONS.
CEILING SUSPENSION GRID
ALIGN
6. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2 INCHES.
10. THE SPACING OF THE BRACING ASSEMBLIES SHALL BE AT 12'-0" X 12'-0" ON CENTER (PER DSA
REQUIREMENTS FOR SCHOOL BUILDINGS PER IR 25-5). PROVIDE BRACING ASSEMBLIES AT LOCATIONS NOT
MORE THAN 6'-0" FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS. THE
MAXIMUM SLENDERNESS RATIO (kL/R) OF THE COMPRESSION STRUT IS 200 OR LESS.
AIR DIFFUSER
INTERIOR
IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
9. PROVIDE BRACING ASSEMBLIES CONSISTING OF A COMPRESSION STRUCT AND FOUR (4) #12 GA. SPLAYED
BRACING WIRES ORIENTED 90° FROM EACH OTHER.
DUCT WORK ABOVE CEILING.
DO NOT ATTACH TO CEILING
OR CEILING TO DUCTWORK.
WALL BEYOND
5. CEILING GRID MEMBERS SHALL BE ATTACHED TO TWO (2) ADJACENT WALLS PER CBC SECTION 1616A.1.20.
CEILING GRID MEMBERS SHALL BE AT LEAST 3/4" CLEAR OF OTHER WALLS. IF WALLS RUN DIAGONALLY TO
CEILING GRID MEMBERS, ONE END OF MAIN AND CROSS RUNNERS SHALL BE FREE, AND A MINIMUM OF 3/4"
CLEAR OF WALL.
8. EXPANSION JOINTS SHALL BE PROVIDED IN THE CEILING AT INTERSECTIONS OF CORRIDORS AND AT
JUNCTIONS OF CORRIDORS WITH LOBBIES OR OTHER SIMILAR AREAS.
AIR DIFFUSER W/ (2) 12 GA
HANGER WIRES @
ALTERNATE CORNERS TO
THE STRUCTURE ABOVE.
1 1/2" COLD-ROLLED STEEL
CHANNEL AROUND OPENING
ACCESS DOOR - SIZE &
TYPE PER PLAN
7
1 1/2" = 1'-0"
#12 GA VERTICAL
HANGER WIRE @ 4'0" O.C. CONNECTION
TO STRUCTURE PER
DETAIL
13
A610
WIRE HANGER
AND BRACING
JAN. 31, 2017
4. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO TYPICAL
HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING
BREAKS, SOFFITS, OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 (HORIZONTAL) IN 6
(VERTICAL) OUT OF PLUMB ARE TO HAVE COUNTER-SLOPING WIRES.
CROSS RUNNER
NOTES:
1. COMPRESSION STRUTS SHALL NOT
REPLACE HANGER WIRES.
2. CEILING NOT SHOWN FOR CLARITY
COMPRESSION STRUT DETAIL @ ACT
SUSPENDED LAY-IN CEILING NOTES:
(FOR CEILING SYSTEMS WHOSE TOTAL WEIGHT, INCLUDING AIR CONDITIONING/HEATING GRILLS AND LIGHT
FIXTURES, DOES NOT EXCEED 4 PSF)
LATERAL FORCING BRACING #12
GA WIRE SECURED TO MAIN
RUNNER PER NOTES #6 & 7 AND
CONNECTION TO STRUCTURE
PER DETAIL
13
A610
12 GA X 2" X 4" X 0'-10" BENT PLATE
WITH (3) 3/16" TAPCON SCREWS
INSTALL PER ICC#ESR-2202 (1 1/2"
EMBED)
3. USE DOUBLE 1 5/8" x 25 GA METAL
STUDS FOR MAX. LENGTH UP TO 14'-4"
(l/r = 192)
(l/0.894 = 192)
MAIN RUNNER
3" = 1'-0"
1/4" MACHINE BOLT
FOR TUBING & METAL STUD:
1. USE USG DONN VSA PER ICC-ESR-1222
TABLE 2
OR SEE NOTE 23 FOR ALTERNATE
MANUFACTURER
2. USE 1 5/8" x 25 GA METAL STUDS FOR
MAXIMUM LENGTH UP TO 7'-2"
(l/r = 192)
(l/0.447 = 192)
CRIMP BOTTOM FLAT
AND ATTACH TO MAIN
RUNNER WITH 1/4"
DIAM. MACHINE BOLT
CEILING DETAILS COMPLYING WITH ESR 1308
COMPRESSION POST TABLE
3600 Workman Mill Rd, Whittier, CA 90601
METAL STUD WALL AS
SCHEDULED
8" MAX.
CLIENT ADDRESS:
HANGER AT 4'-0" O.C.
EA. WAY AT MAIN
RUNNER
1. VERTICAL HANGER WIRES ARE NO. 8 GAGE AND GALVANIZED. HOWEVER, IF
CEILING IS NON-ACCESSIBLE, A NO. 12 GAGE WIRE MAY BE USED.
8" MAX.
BOOKSTORE AND PRINT SHOP
(E) CONCRETE DECK
PROJECT NAME:
STRUT AND (4) BRACE
WIRES PER 2.35,
SPACING PER 2.31
TYP. HANGER
WIRE @ 4'-0" O.C.
RIO HONDO COLLEGE
8" MAX
TYP
(SEE NOTE 1 BELOW)
SUSPENDED GYPSUM BOARD CEILING SYSTEM PER CBC CHAPTER 25, CBC TABLE
25A-A AND DIVISION OF THE STATE ARCHITECT IR 25-2-13
HILTI X-CC27 U27 CEILING
CLIP ASSEMBLY PER ICCESR-2184
OWNER:
FROM ATTACHED JOINT
EXTERIOR
DATE ISSUED:
01-08-2016
PROJECT NO:
2014-40156
SCALE:
As indicated
17. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST SIX (6) INCHES FROM ALL UNBRACED
DUCTS, PIPES, CONDUIT, ETC.
SHEET NUMBER:
A610
18. WHEN DRILL-IN CONCRETE ANCHORS OR SHOT-IN ANCHORS ARE USED IN REINFORCED CONCRETE FOR
HANGER WIRES, 1 OUT OF 10 MUST BE FIELD TESTED FOR 200 POUNDS OF TENSION. WHEN DRILLED-IN
CONCRETE ANCHORS ARE USED FOR BRACING WIRES, 1 OUT OF 2 MUST BE FIELD TESTED FOR 440 LBS. OF
TENSION. SHOT-IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES.
SHEET TITLE:
16. FASTEN #12 HANGER WIRES WITH NOT LESS THAN THREE (3) TIGHT TURNS. FASTEN #12 BRACING WIRES
WITH FOUR (4) TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF
1-1/2 INCHES. HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A
MANNER THAT THE DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF
THE WIRE.
GYPSUM BOARD, TYP
NOTE: WIRE TURNS MADE BY MACHINE WHERE BOTH STRANDS HAVE BEEN DEFORMED OR BENT IN WRAPPING
CAN WAIVE THE 1-1/2" REQUIREMENT, BUT THE NUMBER OF TURNS SHOULD BE MAINTAINED, AND BE AS TIGHT
AS POSSIBLE.
ATTIC ACCESS PANEL, TYP.
1 1/2" = 1'-0"
CEILING AT STOREFRONT HEAD
21
4"
(E) CONC. DECK
12 GA.HANGER WIRE
A610
2" MIN.
EXISTING
CONC. BEAM
MAIN RUNNER- POP RIVET TO
PERIMETER ANGLE AT STARTER
WALL ONLY; COLOR TO MATCH GRID
4" X 16" GA.
AT 24" O.C.
METAL STUD
1
CONNECTION PER WINDOW MANUF.
MINIMUM 1/4" DIA. SMS AT EACH END
AND @ 24" O.C.
20
12" MAX.
MIN.
4" X 16" GA. CALV.
METAL TRACK
(UNPUNCHED)
USE 1 # 6 SHEET
6"
2" WALL ANGLE SECURED TO WALL
STRUCTURE W/ (2) #10 S.M.S.
DRYWALL SCREWS @ 16" O.C.
3" = 1'-0"
WALL
BEYOND
6" X 18 Go. GALV METAL
STUD DIAGONAL
SEISMIC BRACING @ 4' 0 O.C. W/ 4 X 12 SMS
SLOTTED ANGLE "V" STRUT
SPACER W/ HORIZ. 6d RING SHANK
NAIL THROUGH SLOTS @ RUNNER
WHERE OCCURS SEE NOTE #7
PROVIDE COMPRESSION
POST AND (4) #12 GA
SPLAYED BRACING
WIRES @ MAX 12'-0" O.C.
ON MAIN RUNNERS AND
6'-0" MAX FROM WALL.
Sim
22
5/8" GYP. BD.
9'-0"
CEILING AT STOREFRONT HEAD 1
1" = 1'-0"
15
1' - 0"
6" X 18 Go. GALV
METAL STUD
DIAGONAL
SEISMIC BRACING
@ 4' - 0 O.C.
W/ 4 X 12 SMS
AT EACH
ATTACHMENT
4" X 16" GA. CALV.
METAL TRACK
(UNPUNCHED)
USE 1 # 6 SHEET
CLG HEIGHT
Sim
SEE NOTES 19 & 20 FOR
FIXTURE SUPPORTS
"V" STRUT
PANEL SUSPENSION
GRID (SEE NOTE 23)
5/8" GYP. BD.
22
Sim
OPPOSITE FREE WALLS.
align w/ mullion
1" = 1'-0"
10
ALL FLUSH OR RECESSED LIGHT FIXTURES WEIGHING 56 LBS. OR MORE AND MECHANICAL TERMINALS AND
SERVICES, WEIGHING 20 LBS. ORE MORE, MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR (4)
TAUT #12 GA. WIRES EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE. THESE WIRES,
INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE, MUST BE CAPABLE OF SUPPORTING FOUR (4)
TIMES THE WEIGHT OF THE UNIT.
CEILING PLAN DETAIL, TYP.1
21. SUPPORT SURFACE-MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SURROUND
THE CIELING RUNNER AND WHICH ARE SUPPORTED FROM THE STRUCTURE ABOVE BY A #12 GAGE WIRE.
SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. PROVIDE
ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FT OR LONGER. MAXIMUM SPACING BETWEEN SUPPORTS
SHALL NOT EXCEED 8 FT.
23. THE CEILING GRID SYSTEM MUST BE RATED AS HEAVY DUTY AS DEFINED BY ASTM C635.
MANUF.
ARMSTRONG
1308
CERTAINTEED
3336
CHICAGO
METALLIC
USG
A610
CEILING AT STOREFRONT HEAD 2
20. FLUSH OR RECESSED LIGHT FIXTURES, WEIGHT LESS THAN 56 LBS, AND MECHANICAL TERMINALS AND
SERVICES WIEGHT LESS THAN 20 LBS., MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY
GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF TWO (2) #12 GA. SLACK SAFETY WIRES
ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. ALL 4'-0" X
4'-0" LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER.
22. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER
WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING TWO (2) TIMES
THE WEIGHT OF THE FIXTURE. A BRACING ASSEMBLY IS REQUIRED WHERE THE PENDANT HANGER
PENETRATES THE CEILING. SPECIAL DETAILS ARE REQUIRED TO ATTACH THE PENDANT HANGER TO THE
BRACING ASSEMBLY TO TRANSMIT HORIZONTAL FORCE. IF THE PENDANT MOUNTED LIGHT FIXTURE IS
DIRECTLY AND INDEPENDENTLY BRACED BELOW THE CEILING, I.E. AIRCRAFT CABLES TO WALLS, THEN BRACE
ASSEMBLY IS NOT REUIRED ABOVE THE CEILING. SEE IR 16-9 FOR ADDITIONAL REQUIREMENTS FOR PENDANT
MOUNTED FIXTURES.
LAY-IN PANEL, SEE
FINISH SCHEDULE
FOR TYPE.
WALL
BEYOND
19. ATTACH ALL LIGHT FIXTURES AND CEILING MOUNTED AIR TERMINALS TO THE CEILING GRID RUNNERS TO
RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. SCREWS OR APPROVED FASTENERS
ARE REQUIRED (USE TWO #8 SELF-TAPPING TEK SCREWS AT EACH END, OR APPROVED EQUAL).
SUSPENDED
CEILINGS
A610
A610
1
4"
EXISTING
EXTERIOR
WINDOW
22
12" MAX.
ROLLER SHADE
HOUSING @ EA.
WINDOW AS SPECIFIED
LAY-IN CEILING PANEL
1/4" GAP W/ 1 HR. RATED SEALANT
5 1/2"
MIN.
5/8" GYP. BD.
4" X 16 Ga. GALV. METAL
STUD @ 24" O.C. SECURE
STUD TO CONCRETE W/
(2) 3/8" DIA. HILTI KBTZ
ICC-ESR-1917
6"
2.5" X 16 Ga. GALV. METAL
STUD @ 24" O.C. SECURE
STUD TO W/ (2) 3/8" DIA. HILTI
KBTZ - ICC-ESR-1917
(WHICHEVER IS LESS)
7'-0" HEIGHT
EXISTING
CONC. BEAM
PERIMETER STARTER
WALLS (SEE NOTE 5)
PROVIDE VERTICAL
HANGER WIRES @ 48"
O.C. ON MAIN RUNNERS
2" MIN.
8" OR 1/4 OF LENGTH
CEILING AT RATED WALL
Sim
ATTACH STUD W/ (3) #10 SMS
RATED WALL
PER PLAN SEE
DET.
17
A600
10'-0" HEIGHT
6
1 1/2" = 1'-0"
NOTE: DRILLED-IN OR SHOT-IN ANCHORS REQUIRE SPECIAL DSA APPROVAL PRIOR TO USE IN PRESTRESSED
CONCRETE.
22
12 GA X 2" X 4" X 0'-10" BENT
PLATE WITH (3) 3/16"
TAPCON SCREWS
INSTALL PER ICC#ESR-2202
(1 1/2" EMBED)
6" X 18 Go. GALV METAL STUD
DIAGONAL SEISMIC BRACING @ 4' - 0
O.C. W/ 4 X 12SHEET METAL SCREWS
3/4"
CEILING FIXTURE BRACING DETAIL
4" X 4" X 1/8" ANGLE W/
(2) 3/8" DIA. HILTI KB-TZ
W/ 3" EMBED.
TOP OF WALL @ CONC.
DECK CONNECTION PER
DET. 4 / A600
(NO SLOTTED TOP TRACK)
FACE OF WALL
11
4"
3 1/2"
25
A600
Sim
1" = 1'-0"
1 1/2" = 1'-0"
5
CLASSIFICATION
HEAVY DUTY (HD)
MAIN RUNNER
PRELUDE 15/16" (7301)
CROSS RUNNER
XL7340/XL7328 ICC-ESR-1289 &
HEAVY DUTY (HD)
15/16" CLASSIC (CS1212-20)
CS2-12-12/CS4-12-12
ICC-ESR-
3 MACARTHUR PLACE, SUITE 850
T 949.809.3380
HEAVY DUTY (HD)
15/16" SEISMIC 1200 (200.01H)
1210.01H/1202.01H
ICC-ES-2631
HEAVY DUTY (HD)
DX (DX26)
DX (DX216/DX424)
ICC-ESR-1222
CEILING NOTES (LAY-IN PANEL)
SANTA ANA, CA 92707
WWW.SVA-ARCHITECTS.COM
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT
BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2014.
EXISTING BEAM ABOVE
DOOR SCHEDULE
1/4" THK. TEMPERED
CLEAR GLASS, OCLOR AS
SELECTED BY ARCHITECT
N1B
N1C
N1E
N05
N06
N07
N10
N11
N12A
N12B
N12C
N13
N14
800S162-43 MTL. STUD AT 16" O.C.
7/8" STUCCO
R-19 THERMAL BATT INSULATION
800T150-33
2 1/4" X 4 1/2" ALUMINUM
STOREFRONT WINDOW SILL
SHIM
ALUMINUM THRESHOLD
SEALANT
1/2" MAX.
1/4" MAX.
EXTERIOR STOREFRONT - SILL
24
6' - 10"
6' - 11"
6' - 11"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
4' - 4"
7' - 0"
7' - 0"
F1
F1
F2
A
A
B
C
B
A
D
E
A
A
DOOR
FRAME
FIRE
RATING MATERIAL FINISH MATERIAL FINISH HEAD DETAIL
-
AL
AL
AL
HM
HM
HM
HM
HM
HM
HM
AL
HM
HM
20 MIN.
20 MIN.
20 MIN.
20 MIN.
AN
AN
AN
FLFD
FLFD
FLFD
FLFD
FLFD
FLFD
FLFD
AN
HM
HM
AL
AL
AL
HM
HM
HM
HM
HM
HM
HM
AL
HM
HM
AN
AN
AN
FLFD
FLFD
FLFD
FLFD
FLFD
FLFD
FLFD
AN
FLFD
FLFD
DET. 18/A650
DET. 18/A650
DET. 18/A650
DET. 22/A650
DET. 22/A650
DET. 22/A650
DET. 22/A650
DET. 22/A650
DET. 22/A650
DET. 22/A650
DET. 21/A650
DET. 22/A650
DET. 22/A650
THRESHOLD
DET. 24/A650
DET. 24/A650
DET. 24/A650
DET. 10.B/A650
DET. 10.B/A650
DET. 10.B/A650
DET. 10.A/A650
DET. 10.A/A650
DET. 10.A/A650
DET. 10.A/A650
DET. 15/A650
DET. 10.A/A650
DET. 10.A/A650
HARDWARE
SET
02
02
03
04
04
07
08
10
06
05R
09
11
11
REMARKS
CARD READER
CARD READER
1/2" CDX PLYWOOD
CONNECTION PER WINDOW MANUF.
(2) 1/4" DIA. TITEN HD EA. SIDE
1
WITH 3 3/4" EMBED. TORQUE
AT 651B-TR
STOREFRONT HEAD
2
3" = 1'-0"
DET. 14/A650
DET. 14/A650
DET. 14/A650
DET. 22/A650
DET. 22/A650
DET. 22/A650
DET. 22/A650
DET. 22/A650
DET. 22/A650
DET. 22/A650
DET. 20/A650
DET. 22/A650
DET. 22/A650
DETAILS
JAMB
EXISTING DOOR SCHEDULE
CONNECTION PER WINDOW MANUF.
MINIMUM (1) 3/8" DIA. HILTI KBTZ
(ICC-ESR-1917)
AT EACH END AND @ 24" O.C.
3" = 1'-0"
6' - 0"
6' - 0"
3' - 0"
3' - 0"
3' - 0"
6' - 0"
6' - 0"
6' - 0"
3' - 5 3/8"
3' - 0"
6' - 0"
3' - 0"
3' - 0"
TYPE
CONT. SEALANT
SHIM
STOREFRONT DOOR THRESHOLD
HSS PER PLAN
CEILING, WHERE
OCCURS
2"
CARPET
BEVELED 2:1, TYP.
2-12
(1) LAYER 5/8" TYPE "X" GYP. BD.
6"
10"
10" TOE KICK ALUMINUM
STOREFRONT
1/8
HEIGHT
3" = 1'-0"
WTWT
E1
E2
E3
E4
14
WIDTH
3' - 0"
3' - 10"
5' - 11 1/2"
6' - 0"
HEIGHT
7' - 0"
7' - 0"
7' - 0"
6' - 10"
TYPE
A
F2
B
F1
DOOR
FRAME
FIRE
RATING MATERIAL FINISH MATERIAL FINISH HEAD DETAIL
-
HM
AL
HM
AL
DETAILS
JAMB
HARDWARE
SET
THRESHOLD
HM
AL
HM
AL
REMARKS
01R
01R
12
13
RIO HONDO COLLEGE
1/4" THK. TEMPERED
CLEAR GLASS, OCLOR
AS SELECTED BY
ARCHITECT
SLOTTED TOP TRACK
UES REPORT #283
WIDTH
ALARMED
ALARMED
NEW HARDWARE
NEW HARDWARE AND PANIC HARDWARE
SEE SPEC SECTION 08 71 00 FOR DOORS HARDWARE
GRID
4 1/2"
1/2"
2"
SHIM
STOREFRONT JAMB
1/4" THK. TEMPERED
CLEAR GLASS COLOR
AS SELECTED BY
ARCHITECT
WALL PER PLAN
2"
CONNECTION
PER WINDOW MANUF.
MINIMUM (1) 3/8" DIA. HILTI KBTZ
(ICC-ESR-1917)
AT EACH END AND @ 24" O.C.
2" X 4 1/2" ALUMINUM
STOREFRONT WINDOW
INTERMEDIATE
CORNER BEAD
GLASS PER ELEVATION
7"
BUTT JOINT
FLEXIBLE SEALANT & BACKER ROD
EA. SIDE
STOREFRONT MULLIONS / INTERMEDIATE
3" = 1'-0"
STOREFRONT JAMB
23
3" = 1'-0"
ALUMINUM WINDOW
HEAD/JAMB - INT. FIXED WINDOW
18
13
ALUMINUM WINDOW FRAME
VERTICAL MULLION
BEYOND
3/4" SOLID WOOD TRIM W/
ROUNDED EDGES
SEE SPEC
1
DOUBLE METAL STUDS AT
JAMB. BOX HEADER AT
DOOR HEAD
1 15/16" MIN.
3" = 1'-0"
GLAZING
WALL TYPE PER PLAN
HORIZONTAL MULLION
HOLLOW METAL
FRAME
5/8"
2"
1
INTERIOR
INTERIOR
INTERIOR STOREFRONT
FRAME
STARTER SEAL
DOOR
OPENING
OWNER:
CONNECTION PER WINDOW MANUF.
MINIMUM 1/4" DIA. SMS AT EACH END
AND @ 24" O.C.
HORIZONTAL MULLION BEYOND
SNAP IN STEEL
ANCHOR, MIN. OF 3
PER JAMB
JAN. 31, 2017
CONNECTION PER WINDOW MANUF.
MINIMUM 1/4" DIA. SMS AT EACH END
AND @ 24" O.C.
IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
FINISH PER FINISH
SCHEDULE
FINISH PER FINISH
SCHEDULE
2 3/8"
VARIES
AC
1 15/16"
3/8" TITEN HD @ 24"
O.C. W/ 4" EMBED,
ICC ESR-2713
SILL - INT. FIXED WINDOW
17
CORRIDOR
14
A650
SHIM AS REQUIRED
ATTACH WITH (2) #12 SHEET METAL
SCREWS @ 12" O.C.
DOORS TYPE:
6" = 1'-0"
STAINLESS STEEL SLATS
TYPE
MARBLE THRESHOLD
1:2 SLOPE
CARPET
CERAMIC TILE FLOORING
W1
W2
W3
1/2" MAX.
DOOR WHERE
OCCURS - CENTER ON
TRANSITION
WIDTH
5' - 0"
4' - 7"
7' - 0"
HEIGHT
4' - 0"
4' - 0"
4' - 0"
FIRE
RATING
SHEET RESILIENT
60 MIN
60 MIN
-
AL
AL
AL
AN
AN
AN
GLAZING
IG
IG
IG
1/2" MAX.
11
A650
3
A600
HEAD @ ROLLING
3" = 1'-0"
20
Sim
(3) 1/4" DIA SMS SEE DET. 8/A640
1
(PRINT SHOP
PUBLIC LOBBY)
11/A650
11/A650
12/A650
11/A650
1 11/A650
13/A650
SILL DETAIL
SILL @ ROLLING (INT.)
W1 / W2
RATED
D
3" = 1'-0"
15
12' - 4"
12' - 4"
(N)
NEW
GLASS
DOOR
1
11/A650
11/A650
12/A650
13
A650
12
A650
1
THRESHOLD DETAIL
12" = 1'-0"
10
DATE ISSUED:
01-08-2016
PROJECT NO:
2014-40156
SCALE:
As indicated
SHEET NUMBER:
A650
TEMPERED, TYP.
(E)
(N) 4' - 0"
(E)
F2
SHEET TITLE:
DOORS /
WINDOWS
SCHEDULES
THICKNESS
1/4" THK
1/4" THK
1/4" THK TEMPERED
CARPET
CONCRETE
A.F.F.
(E)
10"
10"
DETAILS
HEAD
JAMB
3' - 6"
METAL STRIP
3' - 6"
DOOR WHERE
OCCURS - CENTER ON
TRANSITION
1/2" MAX.
DOOR GUIDES
BEYOND
(E)
(N) 8"
F1
13
A650
11
A650
CARPET
1/4" MAX.
6" X 1 1/4" X 16GA TRACK CONT.
LENGTH OF CASEWORK
24
A650
E
C
(PRINT
SHOP)
TEMPERED
6' - 0"
4' - 0"
1
(E)
(N)
1"
15
A650
D
FRAME
MATERIAL
FINISH
4' - 0"
BRACKET ATTACHMENT
TO STUD WALL
SEE DET. 15 / A640
1/4" MAX.
HOOK FOR
REMOVABLE
CRANK HANDLE
TILE CARPET
JOINER
DOOR WHERE
OCCURS - CENTER ON
TRANSITION
L2X2X1/4 @ 3'-0" O.C., PROVIDE
RUBBER TRIM TO COVER SHARP
EDGES
34" MAX
10"
STAINLESS STEEL
HOOD
(N)
(E)
TEMPERED, TYP.
2' - 6"
1"
B
CONTINUOUS
SEALANT
(N)
(E)
DOOR TYPES AND SCHEDULE
SHEET RESILIENT
1/4" MAX.
24" WIDTH
COUNTERTOP
WINDOW TYPE:
FASCIA
PRINT SHOP
PUBLIC SIDE
C
11
A
2"
OPENING
DIMENSION
1 3/8" 1 1/4"
10"
CASEWORK COUNTERTOP
SEE DETAIL 15 / A640
TEMPERED
(E)
WINDOW SCHEDULE
SHEET RESILIENT
STAINLESS STL COUNTERTOP
SLOPE
1/8"/12"
3" = 1'-0"
B
DOOR WHERE
OCCURS - CENTER ON
TRANSITION
DOOR GUIDE BEYOND
WALL PER PLAN
HEAD / JAMB / SILL INT. RATED WINDOW
7'-0" HEIGHT
CR
60 MINUTE RATED; CLASS II IMPACT
RATED GLASS
16
21
A650
48" A.F.F.
2"
MULLION AT WINDOW
21
TEMPERED
(N)
A
3" = 1'-0"
TEMPERED
18
A650
20
A650
9"
60 MINUTE RATED FRAME - TGP
DESIGNER SERIES OR EQUIVALENT
ALUMINIUM FIXED
WINDOW FRAME
22
A650
CARD READER
(WHERE OCCURS)
CONT. INTUMESCENT
SEALANT BETWEEN SHIMS
A
JAMB @ ROLLING (INT.)
22
A650
HARDWOOD (OAK) SHIMS
AT ANCHOR LOCATIONS
ALUMINIUM OUTSWINGING
WINDOW FRAME
2"
22
A650
SEALANT TO MATCH
FRAME COLOR
3"
WALL PER PLAN
22
A650
2' - 10"
2"
2"
CORNER BEAD. PAINT
TO MATCH WALL
B
(N)
TEMPERED
43" MAX.
ALUMINUM
ANODIZED GUIDES
(N)
MIN.
CONNECTION PER WINDOW
MANUF. MINIMUM 1/4" DIA. SMS
AT EACH END AND @ 24" O.C.
ALUMINIUM FIXED
WINDOW FRAME
EXISTING STOREFRONT
MIN.
C
COUNTERTOP
BELOW
14
A650
WALL PER PLAN
2"
2"
1
DESCRIPTION
DATE
GENERAL REVIEW 04-01-2016
Book Store
ALUMINIUM FIXED
WINDOW FRAME
STAINLESS
STEEL SLATS
4 1/8"
12
7' - 0"
ALUMINIUM INSWINGING
WINDOW FRAME
3" = 1'-0"
3' - 2"
3" = 1'-0"
7' - 0"
STOREFRONT BASE @ INT.
22
SS
REVISIONS:
43" MAX.
3" = 1'-0"
FLS
DATE
CAULKING
HOLLOW METAL DOOR FRAME @ INTERIOR
03-116477
A#
WALL PER PLAN
DOOR PER SCHEDULE
1 9/16"
3600 Workman Mill Rd, Whittier, CA 90601
4 1/2"
WTWT
CLIENT ADDRESS:
4 1/2"
BOOKSTORE AND PRINT SHOP
1/2" DIA. TITEN HD @ 24" O.C.
WITH 3 3/4" EMBED. TORQUE AT
651B-TR
PROJECT NAME:
7"
7"
W3
NON RATED
WINDOW TYPES AND SCHEDULE
WINDOW/DOOR CODE AND ABREVIATIONS:
AL
AN
BZ
CC
CLR
FC
FF
FLFD
FP
FPFP
FRA
FS
GA
GL
GS
IG
HM
HMK
LVR
LG
MF
PR
SCW
SMC
ST
SS
T
WG
-
ALUMINUM
ANODIZED CLEAR
ANODIZED BRONZE
CONCEALED CLOSER
CLEAR
FLOOR CLOSER
FACTORY FINISH
FUSIBLE LINK FIRE DAMPER
FIELD PAINT
FACTORY PRIMED, FIELD PAINTED
FIRE RATED ASSEMBLY
FIELD STAINED
GALVANIZED
GLASS OR GLAZING
GALVANIZED STEEL
SEALED INSULATING GLASS PER SPEC
HOLLOW METAL
HOLLOW METAL FRAME - KNOCK DOWN
LOUVER
LAMINATED GLASS
MILL FINISH
PAIR
SOLID CORE WOOD
SURFACE MOUNTED CLOSER
STEEL
STAINLESS STEEL
TEMPERED
1/4" WIRE GLASS
3 MACARTHUR PLACE, SUITE 850
T 949.809.3380
SANTA ANA, CA 92707
WWW.SVA-ARCHITECTS.COM
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT
BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2014.
PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOOR-CEILINGS, & ROOF-CEILINGS SHALL
BE PROTECTED AS REQUIRED IN UBC SEC. 709 & 710
3.
ALL HVAC UNITS OR SYSTEMS SERVING A COMMON AIR SPACE MUST BE
INTERCONNECTED TO SHUT DOWN IMMEDIATELY UPON ALARM CONDITION FROM
DUCT DETECTORS WITHOUT INTERFERENCE FROM EMS OR ANY OTHER SYSTEMS. ALL
CONTROL RELAYS USED FOR SHUT DOWN MUST BE CALIFORNIA STATE FIRE MARSHAL
LISTED FOR RELEASING SERVICE.
4.
FOR CONNECTION TO STRUCTURE & PIPE SUPPORT SEE DETAIL
5.
FOR THERM0STAT MOUNTING SEE DETAIL
1,2,6
M301
3
M301
6.
FOR DUCT GAUGE SEE DETAIL
7.
FOR AIR DISTRIBUTION SEE DETAIL
4
M301
5
M301
8.
FOR FAN COIL MOUNTING SEE DETAIL
9.
FOR FAN COIL WIRING DIAGRAM & WIRING NOTES SEE DETAIL
8
M301
10. FOR DUCT DETECTOR SEE DETAIL
9
M301
11. FOR SMOKE FIRE DAMPER SEE DETAIL
12. FOR SPLIT SYSTEM WIRING DIAGRAM SEE DETAIL
11
M301
13. FOR EXHAUST FAN WIRING SEE DETAILS
12,13
M301
14. CAMPUS EMS IS ALERTON.
15. CONTRACTOR SHALL FIX LEAK IN MAIN COLD DUCT ABOVE OFFICE'S & BOOKSTORE.
G
PRINT SHOP
PUBLIC LOBBY
12
K
20x24 LOUVER IN DOOR W/
MIN 50% FREE AREA
L
20x24 LOUVER IN DOOR W/
MIN 50% FREE AREA
H
18x18 CR
800 CFM
18x18 CR
800 CFM
14x14 CD
750 CFM
20"ø
CWR
SWS
HWR
HWS
14"ø
4
18x18 CR
800 CFM
EF
2
EF
1
14
14"ø
16"ø 14"ø
18"ø
FC
1
14x14 CD
750 CFM
OWNER:
16"ø
14x14 CD
750 CFM
22"ø
14x14 CE
600 CFM
14"ø
24"ø
T FC-1
14"ø
3
14"ø
(E) VAV-C
10"ø
1
12"ø
DD
11
8x8 CD
225 CFM
12"ø
10"ø
1
(E) 16"x12"
N.I.C.
(E) VAV-C
14
8x8 CD
200 CFM
(E) VAV-C
12x12 CD
410 CFM
STAGING
7
10"x10"
12"x10"
12x12 CR
380 CFM
10x10 CD
380 CFM
1
SFD
T (E) VAV-E
14
8x8 CD
235 CFM
10"ø
8x8 CD
235 CFM
(E) VAV-E
OFFICE
5
12"ø
(E) VAV-E
10"x10"
6x6 CD
100 CFM
8
OFFICE
6
10"ø
10x10 CD
300 CFM
14"ø
(E) 28"x18"
16"ø
10"ø
12"ø
8"x8"
(E) 62" x 18"
RETURN DUCT
8x8 CR
225 CFM
(E) VAV-F
T
14
(E) VAV-H
14
6"x6"
6"ø
6"ø
6x6 CR
40 CFM
(E) VAV-F
(E) FC-3
10"ø
14x14 CR
570 CFM
18"ø
16"ø
VAULT
4
9"ø
CLERK ROOM
3
13
FC
2
6x6 CD
40 CFM
8x8 CD
225 CFM
10"ø
14x14 CR
580 CFM
10"ø
INLINE MERV
8 FILTER BOX
10"ø
12"ø
2
CONNECT (N) 12"X6" SUPPLY DUCT TO (E) 12"X6" DUCT.
3
SET OSA MOTORIZED VOLUME DAMPER TO 600 CFM.
4
CONNECT (N) HWR, HWS, CWR, & CWS PIPING TO (E) HWR, HWS, CWR, & CWS
PIPING RISERS.
AC
5
(E) PNEUMATIC CONTROLS SHALL BE REPLACED W/ NEW DDC.
DATE
6
CONNECT (N) 20"ø SUPPLY & 22"ø RETURN TO (E) FAN COIL.
7
CONNECT (N) 20"X14" SUPPLY DUCT TO (E) VAV BOX.
8
CONNECT (N) 14"X12" SUPPLY DUCT TO (E) VAV BOX.
9
CONNECT (N) 18"ø SUPPLY DUCT TO (E) VAV BOX.
10
CONNECT (N) 10"X16" SUPPLY DUCT TO (E) VAV BOX.
11
CONNECT (N) 14"ø SUPPLY DUCT TO (E) VAV BOX.
12
CONNECT (N) 12"ø SUPPLY DUCT TO (E) VAV BOX.
13
CONTRACTOR TO FIELD VERIFY ROUTE OF DX PIPING FROM FAN COIL TO HEAT
PUMP ON ROOF.
14
RELOCATED (E) THERMOSTATS.
6x6 LOUVER ABOVE DOOR
W/ MIN 50% FREE AREA
2
WEEKEND
COLLEGE
2
FLS
SS
REVISIONS:
1
DESCRIPTION
DATE
GENERAL REVIEW 04-01-2016
12"ø
(E) FC-3
20"ø
16"ø
10"ø
12x12 CR
405 CFM
FOLLETT
BOOKSTORE
15
22"ø
12x12 CR
405 CFM
10x10 CD
300 CFM
10x10 CD
330 CFM
12"ø
10"ø
10x10 CD
330 CFM
20"ø
DATE ISSUED:
11-11-2015
PROJECT NO:
2014-40156
1/8" = 1'-0"
SCALE:
12"ø
12"ø
12x12 CR
400 CFM
14"x14"
M101
SHEET NUMBER:
17
SF
A# 03-116477
1
14"ø
6
12"ø
10x10 CD
295 CFM
1
10x10 CD
290 CFM
16"ø
(E) VAV BOX TO REMAIN & TO BE CAPPED FOR FUTURE USE.
T
14"x14"
10"ø
1
10x10 CD
300 CFM
9
18"ø
12x12 CR
400 CFM
IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
14
26"x14"
6x6 CD
100 CFM
16"ø
10x10 CD
335 CFM
16
7
8x8 CR
100 CFM
10"ø
10"ø
(E) VAV-H T
8"x8"
10x10 CD
335 CFM
10x10 CD
295 CFM
10x10 CD
295 CFM
(E) 22"x18"
8"x8"
10"ø
10"ø
12"ø
10x10 CD
295 CFM
(E) 24"x18"
10x10 CD
335 CFM
10"ø
10x10 CD
295 CFM
(E) 32"x18"
N.I.C.
12"ø
12"ø
12"ø
12x12 CR
400 CFM
14x14 CR
790 CFM
10x10 CD
295 CFM
10"ø
1
8x8 CR
100 CFM
10x10 CD
335 CFM
10"ø
10
12x12 CR
380 CFM
14x14 CR
790 CFM
CONSTRUCTION NOTES
15a
10x10 CD
300 CFM
10"x16"
(E) MENS RR
3
Space
167
10"ø
12"ø
10x10 CD
370 CFM
12x12 CR
445 CFM
14"x14"
14x14 CR
790 CFM
10x10 CD
295 CFM
12"ø
N.I.C.
(E) WOMENS RR
4
12"x12"
12x12 CR
480 CFM
10x10 CD
370 CFM
14"x14"
20"ø
10x10 CD
380 CFM
1
12"x12"
SFD
12"x12"
14
14"x12"
JAN.
-
14"x14"
(E) VAV-E T
15
STORAGE
10
10x10 CD
240 CFM
(E) 12"X6"
EXP. 9-30-2017
ME
A
AT C H A N I C
RN
E O
F CA L I F O
1
8x8 CD
220 CFM
14x14 CD
750 CFM
T (E) VAV-C
14
SFD
12"x10"
10x10 TG
700 CFM
T (E) VAV-C
12"x6"
2
10x10 TG
700 CFM
16x16 CR
820 CFM
1
10x10 CD
240 CFM
N.I.C.
12x12 CD
410 CFM
(E) 28"x12"
(E) 24"x12"
N.I.C.
L
(E) 14"x12"
No. 33209
ST
N.I.C.
(E) LOUNGE
-
ER
16"x16"
FESSIONA
PRO
L
M. J OH
N
N
E
EE R
GIN
N
SO
8x8 CE
200 CFM
ED
EN
14"ø
12"ø
REGIST
8"ø
20"ø
12
8"ø
22"ø
(E) VAV-D
IA
SF
1
J
V
F
S TE
E
PRINT SHOP
11
RIO HONDO COLLEGE
7
M301
3600 Workman Mill Rd, Whittier, CA 90601
2.
CLIENT ADDRESS:
FOR LINE TYPES, SYMBOLS & ABBREVIATIONS SEE LEGEND ON P0.1.
PROJECT NAME:
1.
BOOKSTORE AND PRINT SHOP
GENERAL NOTES
SHEET TITLE:
16x16 LOUVER ABOVE
DOOR W/ MIN 50% FREE
AREA
16x16 LOUVER ABOVE
DOOR W/ MIN 50% FREE
AREA
MECHANICAL
FLOOR PLAN
KEY PLAN
275 W. Hospitality Lane Suite #100
San Bernardino, CA 92408
Phone: 909.890.3700
Fax: 909.890.3770
email: info@designwesteng.com
MECHANICAL FLOOR PLAN
1/8" = 1'-0"
1
DESIGN WEST ENGINEERING
MECHANICAL
ELECTRICAL
ENERGY CONSULTANTS
3 MACARTHUR PLACE, SUITE 850
T 949.809.3380
SANTA ANA, CA 92707
WWW.SVA-ARCHITECTS.COM
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT
BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2014.
14-312
INLET SAMPLING TUBE
3/4" RACEWAY 120V
(BY ELEC.)
RELAY MODULE MOUNTED
IN 4S BOX W/ 4S EXT.
SUPPLY DUCT
LONG RADIUS TURN - NO KINKS
2" WIDE x 22 ga.
HANGER STRAP
FOR CONNECTION
TO STRUCTURE
REFER TO
OPTIONAL SIDE CONNECTION
TO PLENUM WHERE CEILING
SPACE IS LIMITED
AIRFLOW
1/2" RACEWAY 120V
(BY ELEC.)
DISC. SW.
208V-1ø-60Hz.
1/2" RACEWAY
4S DEEP BOX
CEILING DIFFUSER OR REGISTER,
REFER TO SPEC'S FOR MFR.# AND
MODEL #
CEILING - REFER TO
ARCHITECTURAL
REFLECTED CEILING
PLAN
1
3/8"Ø HILTI KB TZ W/
3-1/4" MIN. EMB.
(ICC-ESR 1917)
UNISTRUT P1843
ANGLE CLIP
6 DUCT WIDTHS
MINIMUM
DISC. SW.
EF
2
CEILING
3/4" RACEWAY 120V
(BY ELEC.)
N.O. RELAY
NOTE:
1. DUCT DETECTOR MUST BE
PHOTOELECTRIC TYPE
2. DUCT DETECTOR SHALL BE
MOUNTED IN SUPPLY DUCT PRIOR
TO ANY TRANSITIONS OR TURNS
3. DUCT DETECTOR IS SYSTEM SENSOR
INNOVAIR D4120
AIR VELOCITY 100 TO 4000 FPS
CSFM LISTING # 3242-1653:207
SF
1
ITEMS NOT SHOWN DASHED TO
BE PROVIDED AND INSTALLED
BY MECHANICAL CONTRACTOR
INLINE DUCT SMOKE DETECTOR
MOUNTED MIDWAY BOTH DIRECTIONS
13
5
CONNECTION TO STRUCTURE
FOR CONNECTION
TO STRUCTURE SEE DETAIL
TYPICAL SQUARE
OR RECTANGULAR
DUCT
FOR CONNECTION
TO STRUCTURE SEE
1
"SYSTEM SENSOR" 2151 IN-DUCT
FACTORY MOUNTED SMOKE DETECTOR
CSFM # 7272-1209: 159
1
2x2x16 GA. DIAGONAL "L"
BRACE PER SMACNA
GUIDELINES FOR SEISMIC
RESTRAINT. IF DISTANCE BELOW
SUPPORTING STRUCTURAL
MEMBER IS LESS THAN 12",
DIAGONAL BRACE MAY BE
OMITTED
-
G.I. DUCT HANGER
- SEE SCHEDULE
BELOW FOR SIZE
45
1
1
-
1
HANGER STRAP
- SEE
SCHEDULE BELOW
3/8"∅
MACHINE BOLT
RIGID INSULATION,
CANTSTRIP AND
ROOFING BY ROOFING
CONTRACTOR
# 10 SMS (TYP.)
2 x 2 x 16 GA.
G.I. DIAGONAL
BRACE ALTERNATE
SIDES EVERY
HANGER
SHEET METAL
ROOF SEE
ARCHITECTURAL
DRAWINGS
DUCT STRAP
- SAME AS
HANGER STRAP
1" MIN.
NOTE: PER 2013 SMACNA HVAC DUCT CONSTRUCTION STANDARDS AND 2013 CMC SECTION 603
"RUSKIN" COMBINATION SMOKE/FIRE DAMPER
MODEL NO. FSD60, CALIFORNIA STATE FIRE
MARSHAL LISTING NO. FIRE DAMPER LISTING
(3225-245:102) & SMOKE DAMPER LISTING (3230245:110)
SHEET METAL SLEEVE
DUCT SIZE
HANGER SIZE
HORIZONTAL
MAX. SPACING
MATERIAL
DUCT SIZE
HANGER STRAP SCHEDULE
HANGER SIZE
MAX. SPACING
MATERIAL
UP THRU 18"
1" x 18 GA.
10'-0" O/C
G.I. STEEL
UP THRU 10"
1" x 22 GA.
10'-0" O/C
G.I. STEEL
19" TO 30"
1" x 18 GA.
10'-0" O/C
G.I. STEEL
11" TO 20"
1" x 22 GA.
10'-0" O/C
G.I. STEEL
31" TO 48"
1" x 1/8"
10'-0" O/C
G.I. STEEL
21" TO 40"
1" x 20 GA.
10'-0" O/C
G.I. STEEL
MAX. SPACING
MATERIAL
DUCT SIZE
MAX. SPACING
MATERIAL
ED
FESSIONA
PRO
L
M. J OH
N
N
E
No. 33209
EXP. 9-30-2017
ME
A
AT C H A N I C
RN
E O
F CA L I F O
L
(E) WALL
HANGER STRAP SCHEDULE
EE R
GIN
N
SO
HEAT PUMP MOUNTING - 1
HORIZONTAL
NOTE: PER 2013 SMACNA HVAC DUCT CONSTRUCTION STANDARDS AND 2013 CMC SECTION 603
EN
ADDITIONAL BLOCKING AS
REQUIRED FOR ATTACHMENT
OF ISOLATOR TO EQUIPMENT
PLATFORM. CONTRACTOR TO
COORDINATE EXACT
LOCATIONS.
EXTERNAL DAMPER ACTUATOR
MOTOR (FACTORY MOUNTED)
SFM NOTES:
1. FIRE DAMPER DETAIL FOR REFERENCE ONLY
2. FIRE DAMPER SHALL BE STATE FIRE MARSHAL APPROVED AND INSTALLED STRICTLY PER
MANUFACTURER'S PRINTED INSTRUCTIONS.
3. MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE MADE AVAILABLE TO THE INSPECTION
AUTHORITIES.
4. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO INSTALLATION.
5. FIRE DAMPER SHALL CONFORM TO UBC CHAPTER 7
6. FIRE DAMPER SHALL CONFORM TO NFPA 90A
7. DUCT DETECTOR SHALL BE INSTALLED WITHIN 5 FEET OF THE DAMPER WITH NO AIR OUTLETS OR
INLETS BETWEEN THE DETECTOR AND THE DAMPER.
14
ST
ROOF PLATFORM BY CONTRACTOR.
CONNECT PLATFORM TO CONCRETE
ROOF PER MANUFACTURER. USE MIN
3/8"ø HILTI KBTZ W/ 3" EMBEDMENT,
STAINLESS STEEL, @ EACH CORNER &
@ 24" OC MAC EACH SIDE.
(ICC-ESR-1917)
FOR ROUND DUCT CONN.
TO SMOKE/FIRE DAMPER
PROVIDE SHEET METAL
BLANK-OFF PLATE
ROUND DUCT SEE PLANS FOR
SIZE
ER
"CALDYN" TYPE
VT MOUNTING
PAD. TYP. ( 4 )
REGIST
SECURE TO EQUIPMENT PAD
W/ (4) 3/8" LAG SCREWS X 4"
LONG, STAINLESS STEEL
(L) L1xL1x16 GA x 6"
LONG, TYP, W/ (2) 3/8"ø
LAG SCREW TO WOOD
PLATFORM X 2" LONG
NOTE: CONTRACTOR SHALL LOCATE (E) RE-BARS IN CONCRETE
BEFORE DRILLING AND SHALL NOT DAMAGE (E) RE-BAR IN CONCRETE.
ELECTRICAL JUNCTION BOX
ACCESS DOOR
EITHER SIDE -
89 LBS
2,6
-
AIR DISTRIBUTION - ROUND
1 1/2'' x 1 1/2" ga. ANGLES
FASTEN TO COLLAR ONLY
W/ #10 SMS AT 8" 0/C
RECTANGLE OR ROUND
DUCT. SEE PLANS FOR
SIZE AND LOCATION
CONDENSING UNIT
9
HANGER &
STIFFENER PER
DETAILS
(2 ea) 1"x3"x16 ga. SHT MTL
BENT CLIP SECURED TO
CD/CR WITH #10 SMS AT
OPPOSITE CORNERS
NOTE: SEAL ALL JOINTS &
CONNECTIONS AIR TIGHT
WITH APPROVED SEALANT,
REFER TO SPEC'S
DUCT DETECTOR
-
-
SINGLE GANG
SWITCH RING
REMOTE LED/TEST (RTS151KEY)
(MOUNTED FLUSH TO CEILING)
CSFM LISTING #7300-1653:212
UL RATING S2522
2,6
1
GALV. PLENUM SECURE TO
CD/CR WITH (4) #10 SMS (TYP)
REMOTE LED
(RTS151KEY)
COUPLER
VERTICAL
SMOKE FIRE DAMPER - WALL
DUCT SIZE
HANGER SIZE
UP THRU 24"
1" x 1/8" STRAP
12'-0" O/C
G.I. STEEL
UP THRU 10"
2" x 18 GA.
12'-0" O/C
G.I. STEEL
25" TO 36"
1" x 1" x 1/8" ANGLE
12'-0" O/C
G.I. STEEL
11" TO 20"
2" x 16 GA.
12'-0" O/C
G.I. STEEL
37" TO 48"
1-1/8" x 1-1/8" x 1/8" ANGLE
12'-0" O/C
G.I. STEEL
21" TO 40"
1/8" STEEL X 1-1/2"
12'-0" O/C
G.I. STEEL
DUCT SUPPORT - RECT.
10
6
HANGER SIZE
IA
EXHAUST FAN WIRING
FOR CONNECTION
TO STRUCTURE
REFER TO
FILLER PANEL
CEILING
UNISTRUT P1000
DIAGONAL BRACE
WHERE REQUIRED
SEE DETAILS
RIO HONDO COLLEGE
208V-1ø-60Hz.
(E) 8-1/2" MIN THICK PRETENSIONED CONCRETE
ROOF / FLOOR.
V
12 ga WIRE
OWNER:
ITEMS SHOWN DASHED TO BE
PROVIDED AND INSTALLED BY
ELECTRICAL CONTRACTOR
3600 Workman Mill Rd, Whittier, CA 90601
CONNECT FLEX DUCT
TO PLENUM COLLAR
WITH (3) #10 SMS
S TE
208V-1ø-60Hz.
LIGHT SWITCH - SEE
ELECTRICAL PLANS
FOR LOCATION
CLIENT ADDRESS:
-
PROJECT NAME:
TO FAN SHUTDOWN
(BY ELEC.)
BOOKSTORE AND PRINT SHOP
1
EXHAUST TUBE
IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
DUCT SUPPORT - ROUND
2
A# 03-116477
AC
FLS
SS
DATE
208V-1ø-60HZ
CONCRETE ROOF/FLOOR
DISC.
SW.
REVISIONS:
DISC.
SW.
1
1
1
4
DISC.
SW.
3/8"ø HILT KWIK BOLT TZ W/ 4"
EMBEDMENT, W/ COUPLER TO
THREADED ROD (ICC-ESR 1917)
HP
FAN COIL
4'-0"
FC
2
3/8"ø THREADED HANGER ROD
2
208V-1ø-60HZ
3
2
1
T
REMOTE T-STAT
1
ALL WIRING AND EQUIPMENT SHOWN DASHED SHALL
BE FURNISHED AND INSTALLED BY THE ELECTICAL
CONTRACTOR.
2
ALL LOW-VOLTAGE WIRING SHALL BE FURNISHED
AND INSTALLED BY THE MECHANICAL CONTRACTOR.
3
ALL CONDUIT FOR LOW-VOLTAGE WIRING SHALL BE
FURNISHED AND INSTALLED BY THE ELECTRICAL
CONTRACTOR.
4
1
SF
MAX
TOP OF
T-STAT
TOP OF
T-STAT
2x2x3/16. DIAGONAL "L"
BRACE.
24 V. CONTROL INTERLOCK
WIRING BY MECHANICAL
CONTRACTOR
DESCRIPTION
DATE
GENERAL REVIEW 04-01-2016
FOR CONNECTION TO STRUCTURE
SEE DETAIL
1
24"
-
2
BRACE
44" MAX
48"
UNISTRUT
SECURE ALL THREAD TO
UNISTRUT W/ ABL. NUTS
AND LOCKWASHERS.
MOUNTING HEIGHT
DATE ISSUED:
11-11-2015
PROJECT NO:
2014-40156
OVER OBSTRUCTION
12" = 1'-0"
SCALE:
SIDE VIEW
CONNECT TO THE HOT LEG OF THE SUPPLY FAN MOTOR.
PLAN VIEW
NOTE: CONTRACTOR SHALL LOCATE (E) RE-BARS IN CONCRETE
BEFORE DRILLING AND SHALL NOT DAMAGE (E) RE-BAR IN CONCRETE.
M301
SHEET NUMBER:
SPLIT SYSTEM WIRING DIAGRAM
11
FAN COIL MOUNTING
7
THERMOSTAT MOUNTING
RECTANGULAR
DUCT SIZE
120V - 1ø - 60hz
208V - 3ø - 60hz
DISCONNECT SWITCH
120V - 1ø - 60hz
1
LIGHT SWITCH - SEE
ELECTRICAL PLANS
FOR LOCATION
ITEMS SHOWN DASHED TO BE
PROVIDED AND INSTALLED BY
ELECTRICAL CONTRACTOR
DISCONNECT SWITCH
M
ALL WIRING AND EQUIPMENT SHOWN DASHED SHALL
BE FURNISHED AND INSTALLED BY THE ELECTICAL
CONTRACTOR.
4
2
FC
-
4
ITEMS NOT SHOWN DASHED TO
BE PROVIDED AND INSTALLED
BY MECHANICAL CONTRACTOR
3
EF
3
4
2
TRANSVERSE JOINT
BRACING
26
DD, SS
NONE
13" TO 18"
24
DD, SS
NONE
19" TO 30"
24
DD, SS
NONE
31" TO 42"
22
1" PS OR BS
1x1x1-1/8
43" TO 54"
22
1-1/2" STANDING SEAM
1.5x1.5
TRANSVERSE JOINT
BRACING
ROUND
1
DUCT MOUNTED
SMOKE DETECTOR
GAUGE
ALL LOW-VOLTAGE WIRING SHALL BE FURNISHED
AND INSTALLED BY THE MECHANICAL CONTRACTOR.
ALL CONDUIT FOR LOW-VOLTAGE WIRING SHALL BE
FURNISHED AND INSTALLED BY THE ELECTRICAL
CONTRACTOR.
GAUGE
UP TO 9"
26
2" SLIP
NONE
10" TO 14"
24
4" SLIP
NONE
14" TO 23"
22
4" SLIP
NONE
24" TO 30"
22
4" SLIP
1x1x1-1/8
NOTE:
LOW PRESSURE DUCT CONSTRUCTION: GAUGES, TRANSVERSE JOINTS, SPACING OF JOINTS AND INTERMEDIATE
BRACING SHALL BE AS TABULATED ABOVE, IN WHICH TRANSVERSE JOINTS ARE SHOWN SS FOR S-STOP, DS FOR DRIVE
SLIP, PS FOR POCKET SLIP, AND BS FOR BAR SLIP, PS AND BS LAPPED AND RIVETED AT CORNERS. INTERMEDIATE
BRACING WHERE SHOWN MAY BE OMITTED IF DUCT SECTIONS OF FOUR FEET (4'-0") OR LESS ARE USED. MAXIMUM
SPACING OF BRACING - FOUR FEET (4'-0")
ALL EQUIPMENT NOT SHOWN DASHED SHALL BE
FURNISHED AND INSTALLED BY THE MECHANICAL
CONTRACTOR.
T
-
SHEET TITLE:
MECHANICAL
DETAILS
DUCT
UP TO 12"
DUCT SIZE
DD
3
DUCT GAUGE
7 DAY PROGRAMMABLE T-STAT
WITH FAN SET TO OPERATE
DURING OCCUPIED HOURS
4
275 W. Hospitality Lane Suite #100
San Bernardino, CA 92408
Phone: 909.890.3700
Fax: 909.890.3770
email: info@designwesteng.com
EXHAUST FAN WIRING
12
FAN COIL WIRING DIAGRAM
8
DESIGN WEST ENGINEERING
MECHANICAL
ELECTRICAL
ENERGY CONSULTANTS
3 MACARTHUR PLACE, SUITE 850
T 949.809.3380
SANTA ANA, CA 92707
WWW.SVA-ARCHITECTS.COM
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT
BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2014.
14-312
NUMBER
FIXTURE
UNIT
1/2"
1
0
1.5
2.5
6
WC
5
30
3/4"
5
0
5
3.2
5
L
1
5
1"
13
0
10
4.0
2
S
1.5
3
1-1/4"
24
0
17
4.5
2
DF
.5
1
1-1/2"
47
10
27
5.0
1
(E) F.U.
11
11
64
158
2"
56
6.0
2-1/2"
380
245
100
7.5
3"
691
630
160
8.0
4"
1171
1171
230
8.0
3.
TOTAL
TOTAL FIXTURE UNITS
50
TOTAL G.P.M.
50
BEFORE PROCEEDING WITH THE WORK THIS CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, SIZES, REQUIRED
CLEARANCES AND SHALL ASSUME FULL RESPONSIBILITY FOR THE FITTING OF ALL EQUIPMENT AND MATERIALS HEREIN REQUIRED TO
OTHER PARTS OF THE WORK OF OTHER TRADES.
4.
THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC TO THE EXTENT THAT ALL OFFSETS, BENDS, SPECIAL FITTINGS AND LOCATIONS ARE
NOT EXACTLY LOCATED. IN THE PREPARATION OF THESE DOCUMENTS, CERTAIN ASSUMPTIONS ARE MADE REGARDING EXISTING
CONDITIONS. SOME OF THESE ASSUMPTIONS MAY NOT BE VERIFIABLE WITHOUT EXPENDING ADDITIONAL SUMS OF MONEY OR
DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE PORTIONS OF EXISTING BUILDINGS AND/OR EQUIPMENT. THEREFORE, THE
ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR ANY CHANGES OR ADDITIONAL COSTS INCURRED DUE TO EXISTING CONDITIONS.
5.
VELOCITY FOR HOT WATER PIPING LESS THAN 5 FT. PER SECOND
CALIFORNIA GREEN COMPLIANCE FORM
FIXTURE TYPE
DESIGN FLOW
RATE (GPM)
DURATION
DAILY USES
OCCUPANTS
BASELINE GAL.
PER DAY
DESIGN GAL.
PER DAY
STAFF
LAV. FAUCET
2.2
0.4
.25 MIN
3
100
880
600
37.5
KITCHEN FAUCET
2.2
1.5
4 MIN
1
URINAL
FLUSHOMETER VALVE
WATER CLOSET MALE
1.0
0.125
1 FLUSH
2
50
50
12.5
1.6
1.28
1 FLUSH
1
50
64
64
1.6
1.28
1 FLUSH
3
50
192
LAV. FAUCET
2.2
0.4
.25 MIN
0.3
URINAL
FLUSHOMETER VALVE
WATER CLOSET MALE
1.0
0.125
1 FLUSH
0.2
50
5
1.25
1.6
1.28
1 FLUSH
0.1
50
6.4
6.4
1.6
1.28
1 FLUSH
0.3
50
19.2
19.2
3.75
3
TOTAL DAILY WATER USE (WU) =
1257.85
928.35
ALLOWABLE WATER USE =
1006.28
742.68
IN-SINK ERATOR BADGER 5
CONSTRUCTION:
GALVANIZED STEEL
MOTOR:
1/2 HP QUIET DURA-DRIVE INDUCTION MOTOR
RPM:
1725
ELECTRICAL:
WEIGHT:
BV
BALL VALVE
DN
PIPE DOWN (U.N., IN WALL)
UP
PIPE UP (U.N., IN WALL)
DN
TEE DOWN (U.N., IN WALL)
UP
TEE UP (U.N., IN WALL)
FCO
FLOOR CLEANOUT
WCO
WALL CLEANOUT
P.O.C.
11.
THE FIRE PROTECTION CONTRACTOR SHALL PROVIDE ALL REQUIRED HYDRAULIC CALCULATIONS AND FIRE SPRINKLER HEAD LOCATION
IN ACCORDANCE WITH NFPA 13 TO THE LOCAL FIRE DEPARTMENT FOR REVIEW AND APPROVAL OF THE FIRE PROTECTION SYSTEM.
POINT OF CONNECTION
P.O.D.
POINT OF DEMOLITION
12.
TEST SYSTEM(S) IN ACCORDANCE WITH REQUIREMENTS OF THE GOVERNING AUTHORITIES.
AP
CONN
ACCESS PANEL
CONNECTION
13.
ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE AND LOCATED AS PER CODE REQUIREMENTS THE CONTRACTOR
SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT CABINETS, ETC. AND THE ARCHITECT PRIOR TO ANY INSTALLATION.
CONT
CONTINUATION
TP
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND REPAIRING ALL PAVED AREAS WHICH ARE EXCAVATED AND/OR DAMAGED
BY THEIR OPERATIONS. IN ADDITION, THE CONTRACTOR SHALL RESTORE TO ORIGINAL CONDITION ALL PLANTED AREAS DAMAGED BY
THEIR OPERATIONS.
14.
15.
17.
(E)
EXISTING
(N)
NEW
DN
DOWN
ADA
AMERICAN DISABILITY ACT
ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE
CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTIONS AND THE ACTUAL SHUTDOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNERS REPRESENTATIVE.
(TYP)
ALL EXTERIOR WATER SHUT-OFF VALVES BELOW GROUND SHALL BE INSTALLED IN YARD BOXES WITH COVERS CONSPICUOUSLY MARKED
"WATER SHUT-OFF" RESPECTIVELY.
VTR
W/
WHEN REQUIRED BY THE AUTHORITY HAVING JURISDICTION, POTABLE WATER SYSTEMS SHALL BE DISINFECTED AND FLUSHED PRIOR TO
USE BY WATER-CHLORINATION SOLUTION AND HAVE BACTERIOLOGICAL EXAMINATION MADE BY AN APPROVED AGENCY PER 2013 CPC
SEC. 609.9 AND AS PRESCRIBED IN AWWA C651. METHODS OF CLEANING/ DISINFECTING FOR NEW OR REPAIR PIPING AS DESCRIBED IN
C651 OR NFPA 24.
FU
18.
PLUMBING PIPE, FITTINGS AND FIXTURES USED TO CONVEY OR DISPENSE WATER FOR HUMAN CONSUMPTION SHALL COMPLY WITH AB
1953.
19.
ANY SUBSTITUTION MADE BY THE CONTRACTOR THAT IS DIFFERENT FROM WHAT IS SPECIFIED ON THE DRAWINGS SHALL BE CLEARLY
INDICATED ON THE SUBMITTAL AS TO ALL THAT IS BEING SUBSTITUTED.
IE
U.N.
PIPE MATERIAL
& WEIGHT
TYPE OF
JOINTS
COLD WATER
ABV. GROUND
COPPER L TUBE
SOLDERED
HOT WATER
ABV. GROUND
COPPER L TUBE
SOLDERED
VENT
WASTE &
SOIL
DRAINS
1
WITH
PLUMBING FIXTURE UNIT
SECONDARY CONDENSATE
UNLESS NOTED
PIPES, DUCTS AND CONDUITS SHALL BE SUPPORTED AND BRACED PER THE SMACNA "GUIDELINES FOR SEISMIC RESTRAINTS OF
MECHANICAL SYSTEMS AND PLUMBING SYSTEMS", THE "SUPERSTRUT SEISMIC RESTRAINT SYSTEM" FOR PIPES AND CONDUITS ONLY.
SHEET INDEX
SHUT-OFF
RATINGS
PSI - SwP
VALVE
CAST BRONZE/
WROUGHT COPPER
125
BALL
GATE
CHECK
CAST BRONZE/
WROUGHT COPPER
125
BALL
CHECK
Sheet #
P001
P010
P020
P100
P101
P200
Sheet Name
PLUMBING LEGEND NOTES & SCHEDULES
PLUMBING DEMOLITION PLAN
ENLARGED PLUMBING DEMOLITION PLAN
OVERALL PLUMBING FLOOR PLAN
ENLARGED PLUMBING FLOOR PLANS
PLUMBING DETAILS
N/A
N/A
SCHEDULE 40 ABS
SOLVENT-WELD
ABS
N/A
N/A
NO-HUB CAST IRON
NO-HUB
4 BAND
N/A
N/A
N/A
AC
SOLDERED
BRONZE
125
N/A
DATE
1
1
TRAP
VENT
CW
RISER
HW
RISER
3"
INT.
2"
1"
-
WASTE
WC
1
Watercloset: Kohler "Kingston" K-4325-L-0 (Left Side Lever), ADA, 17" high
rim, standard 15" high rim, (1.28 GPF), wall mounted, elongated bowl,
siphon jet, 1-1/2" top spud, white vitreous china. ZER6000AV-HET-CPM
(1.28 GPF) sensor operated battery powered flush valve. Olsonite plastic
seat model 95 ComfortCurve, elongated, open front, stain & chemical
resistant. Josam 12000 Series Wall Carrier.
WC
2
Watercloset: Kohler "Kingston" K-4325-0 (Right Side Lever), ADA, 17" high
rim, standard 15" high rim, (1.28 GPF), wall mounted, elongated bowl,
siphon jet, 1-1/2" top spud, white vitreous china. ZER6000AV-HET-CPM
(1.28 GPF) sensor operated battery powered flush valve. Olsonite plastic
seat model 95 ComfortCurve, elongated, open front, stain & chemical
resistant. Josam 12000 Series Wall Carrier.
3"
INT.
2"
1"
-
L
1
Lavatory: Kohler "Chesapeake" K-1728, white vitreous china, wall hung
lavatory w/ faucet holes on 4" centers. Zurn Z81000-XL-3M single handle
faucet w/ 0.5 gpm aerator, provide ASSE 1070 approved TMV set to 110°,
grid strainer drain w/ 1-1/2" cast brass P-trap with chrome finish, angle stops
w/ rigid riser. Provide J.R. Smith 0700 series wall carrier. On ADA compliant
provide Truebro Lav Guard per ADA Code 4.19.4
2"
1-1/2"
1-1/2"
1/2"
1/2"
S
1
One Compartment Sink: Kohler "Staccato" K-3362-1, 25" x 22" x 8"
stainless steel single bowl sink, 19 gauge, self rim, faucet holes on 4"
centers. Zurn Z821C0-XL-FC gooseneck faucet, Zurn Z85500-XL-VC-WM
double foot pedal mixing valve, chrome basket strainers w/ 1-1/2" cast
brass L.A. pattern P-trap with chrome finish, angle stops w/ rigid riser.
FLS
SS
REVISIONS:
CONNECTION SIZE:
SPECIFICATION
No. 33209
A# 03-116477
FIXTURE SCHEDULE
SYMBOL
FESSIONA
PRO
L
M. J OH
N
N
E
IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
N/A
COPPER M TUBE
ED
EXP. 9-30-2017
ME
A
AT C H A N I C
RN
E O
F CA L I F O
NO-HUB
4 BAND
NO-HUB CAST IRON
14 LBS. 11 OZ.
CONDENSATE
PRESSURE
FITTING
MATERIAL
TYPICAL
VENT THROUGH ROOF
ANCHORAGE AND BRACING NOTES
PIPE MATERIAL SCHEDULE
SERVICE
INVERT ELEVATION
SEC COND
1.
120V-1ø-60~
6.9 AMPS
WATER HAMMER ARRESTOR & TRAP PRIMER
ST
MFR. & MODEL NO:
CONDENSATE DRAIN
WHERE MATERIAL IS SHOWN ON THE DRAWINGS BUT NOT SPECIFIED, IT SHALL BE OF THE SAME TYPE AND QUALITY AS EXISTING
MATERIAL.
GARBAGE DISPOSAL SCHEDULE
GD
1
COND
DESCRIPTION
DATE
GENERAL REVIEW 04-01-2016
DATE ISSUED:
11-11-2015
PROJECT NO:
2014-40156
12" = 1'-0"
SCALE:
2"
1-1/2"
EE R
GIN
N
SO
26%
PLUMBING VENT
EN
TOTAL WATER CONSUMPTION REDUCTION SAVINGS =
GREASE WASTE BELOW GRADE (or FLOOR)
10.
192
100
263.6
GW
THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO CONSTRUCT THE PROJECT IN ACCORDANCE WITH TITLE 24, CALIFORNIA
CODE OF REGULATIONS.
16.
TOTAL WATER CONSUMPTION REDUCTION =
SOIL or WASTE BELOW GRADE (or FLOOR)
9.
VISITORS/CUSTOMERS
FLUSHOMETER VALVE
WATER CLOSET
FEMALE
HOT WATER
S or W
PIPE RISER & PIPE DROP (UP AND DOWN) (U.N., IN WALL)
ALL EQUIPMENT AND FIXTURES INSTALLED UNDER THIS CONTRACT SHALL BE HUNG OR ANCHORED IN ACCORDANCE WITH 2013
CPC/CBC.
30
100
FLUSHOMETER VALVE
WATER CLOSET
FEMALE
COLD WATER
HW
CAP ON END OF PIPE
CALCULATIONS BASED ON CHAPTER 8 WORK SHEETS WS-1 & WS-2
BASELINE FLOW
RATE (GPM)
COND
THE INSTALLATION OF ACCESS PANELS OR OTHER INDICATING EQUIPMENT OR SPECIALTIES REQUIRING READING, ADJUSTMENT,
INSPECTION, REPAIRS, REMOVAL OR REPLACEMENT SHALL BE CONVENIENTLY LOCATED WITH REFERENCE TO THE FINISHED BUILDING.
8.
CW
V
THE CONTRACTOR SHALL COMPLY WITH ALL CONTRACT DOCUMENTS IN LAYING OUT THEIR WORK AND EQUIPMENT. THEY SHALL
COORDINATE THE WORK OF THIS SECTION WITH THE WORK OF OTHER TRADES AND ALL JOB CONDITIONS.
7.
MAXIMUM SIZE FOR HOT WATER PIPING SHALL BE 1-1/2"
GW
ITEMS RELATED TO PLUMBING UTILITIES AND/OR OTHER SERVICE(S); MATERIALS, LABOR, PERMITS, FEES, ETC., SHALL BE VERIFIED WITH
THE RESPECTIVE SERVING UTILITY COMPANY PRIOR TO SUBMISSION OF A BID. THE ACT OF SUBMITTING A BID SHALL CONSTITUTE FULL
RESPONSIBILITY OF THE CONTRACTOR TO INSTALL SERVICE(S) IN COMPLIANCE WITH THE REQUIREMENTS OF THE SERVING UTILITY
COMPANY AND THE MECHANICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CHARGES LEVIED BY THE SERVING
UTILITY COMPANY EXCEPTING THE FIRST BILLING DEPOSIT.
6.
VELOCITY FOR COLD WATER PIPING LESS THAN 8 FT. PER SECOND
EQUIPMENT REFERENCE
ID. No.
L
VELOCITY
IA
GPM
ER
F. VALVE
REGIST
F. TANK
FIXTURE IDENIFICATION
ID. No.
EQUIPMENT
V
FIXTURE UNITS
3600 Workman Mill Rd, Whittier, CA 90601
THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE EXISTING CONDITIONS
UNDER WHICH HE WILL BE REQUIRED TO WORK. ALL INDICATED DIMENSIONS ARE APPROXIMATE AND ARE GIVEN FOR ESTIMATE
PURPOSES ONLY.
FIXTURE UNITS
DETAIL REFERENCE
SHEET No.
FIXTURE
S TE
2.
PIPE SIZE SCHEDULE
DETAIL No.
RIO HONDO COLLEGE
FIXTURE UNITS ARE BASED ON TABLE A-2 FROM APPENDIX A
CLIENT ADDRESS:
THE TOTAL INSTALLATION SHALL COMPLY WITH ANY AND ALL REQUIREMENTS OF THE LEGALLY CONSTITUTED AUTHORITIES HAVING
JURISDICTION INCLUDING 2013 CBC (CALIFORNIA BUILDING CODE) AND 2013 CMC/CPC (CALIFORNIA MECHANICAL AND PLUMBING CODE).
DESCRIPTION
OWNER:
1.
ABBREVIATION
BOOKSTORE AND PRINT SHOP
SYMBOL
PIPE SIZE IS BASED ON CHART A-4 @ 3.0 P.S.I. / 100 FT.
SIZE
PLUMBING LEGEND AND SYMBOLS
PROJECT NAME:
GENERAL NOTES
PLUMBING SIZING FORM
1-1/2"
1/2"
1/2"
P001
SHEET NUMBER:
SHEET TITLE:
S
2
Classroom Sink: Elkay Celebrity GECR2521L stainless steel single bowl
sink, 20 GA type 304-self rim, 1 faucet holes on centers, Zurn Z825B4-XL
gooseneck faucet, Zurn 83600-XL bubbler, chrome basket strainers w/ 11/2" cast brass L.A. pattern P-trap with chrome finish, angle stops w/ rigid
riser. On ADA compliant provide Truebro Lav Guard per ADA Code 4.19.4
2"
1-1/2"
1-1/2"
1/2"
-
FS
1
Floor Sink: Josam 49302 Floor Sink, J.R. Smith #3410 or #3411, 8" square
top-medium receptor, 5-7/8" Deep sump, acid resistant coated interior and
grate. Provided with trap primer connection for TP-1.
2"
2"
1-1/2"
-
-
TP
1
Trap Primer: MIFAB. model "M-300-BP" 1/2" inlet and 1/2" outlet with optional
distribution unit w/ battery pack , may be located as indicated on drawings or
as required by code. UPC listed. Provided with a 12"x 12" access panel or
larger depending on the required access to the equipment and shut-off
valve. (Contractor to verify).
2"
2"
1-1/2"
-
-
2"
1-1/4"
1-1/2"
1/2"
-
DF
1
Drinking Fountain: Elkay EHWM17C wall mounted, Hi-Lo dual bubbler
drinking water cooler fountain, stainless steel basin w/ integral drain strainer,
vandal-resistant bubbler, front & side push pads. ADA compliant & lead free.
JS
1
Janitor Sink: Kohler "Whitby" K-6710 white enameled cast iron floor mounted
service sink with K-8940 rim guard. Zurn Z842M4, service sink faucet with
vacuum breaker, hose threaded outlet, pail hook, integral stops & wall brace.
3"
3"
1-1/2"
1/2"
1/2"
U
1
Urinal: Kohler "Bardon" K-4904-ET, ADA 17" high rim, (0.125 gpf), wall
hung, white vitreous china, 3/4" top spud, Zurn ZR6003AV-ULF-CPM (0.125
GPF) sensor operated battery powered flush valve. Josam 17560-UR urinal
carrier floor mounted bearing plate type.
2"
INT.
2"
1"
-
U
2
Urinal: Kohler "Bardon" K-4904-ET, standard 24" high rim, (0.125 gpf), wall
hung, white vitreous china, 3/4" top spud, Zurn ZR6003AV-ULF-CPM (0.125
GPF) sensor operated battery powered flush valve. Josam 17560-UR urinal
carrier floor mounted bearing plate type.
2"
INT.
2"
1"
-
PLUMBING
LEGEND NOTES
& SCHEDULES
275 W. Hospitality Lane Suite #100
San Bernardino, CA 92408
Phone: 909.890.3700
Fax: 909.890.3770
email: info@designwesteng.com
DESIGN WEST ENGINEERING
MECHANICAL
ELECTRICAL
ENERGY CONSULTANTS
3 MACARTHUR PLACE, SUITE 850
T 949.809.3380
SANTA ANA, CA 92707
WWW.SVA-ARCHITECTS.COM
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT
BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2014.
14-312
L
14
admin
173
3/4" COND.
2% SLOPE
COND
P101
(E) OFFICE
FC-1
COND
FOR CW & HW
PLUMBING WORK TO BE
PERFORMED IN THIS
AREA SEE ENLARGED
PLUMBING FLOOR PLAN
4
P101
(E) SECURITY
-
STORAGE
10
REGIST
(E) 3/4" CW
1
15a
(E) 2" CW
(E) MICROFILM
AND
PHOTOGRAPHY
AREA
164
(E) LOUNGE
-
(E) 3/4" HW
JAN.
-
(E) WOMENS RR
4
(E) 4" W
(E) 2" CW
(E) MENS RR
3
FOR CW & HW PLUMBING
WORK TO BE PERFORMED IN
THIS AREA SEE ENLARGED
PLUMBING FLOOR PLAN
6
FOR WASTE & VENTS WORK
TO BE PERFORMED IN THIS
AREA SEE ENLARGED
PLUMBING FLOOR PLAN
5
AC
FLS
SS
DATE
P101
2% SLOPE
1%
IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
A# 03-116477
P101
CONNECT (N) 2" W TO
(E) 4" WASTE LINE
(E) 4" W
L
ST
SAW CUT (E) SLAB AS
REQUIRED FOR
INSTALLATION OF NEW
PIPING. PATCH (E) FLOOR AS
REQUIRED TO MATCH (E).
(E) 3/4" HW
No. 33209
EXP. 9-30-2017
ME
A
AT C H A N I C
RN
E O
F CA L I F O
15
(E) 4" W
FESSIONA
PRO
L
M. J OH
N
N
E
EE R
GIN
N
SO
(E) 3/4" CW
ED
EN
ER
hr
163
IA
Room
174
FOR WASTE & VENTS
WORK TO BE PERFORMED
IN THIS AREA SEE
ENLARGED PLUMBING
FLOOR PLAN
3
3600 Workman Mill Rd, Whittier, CA 90601
K
CLIENT ADDRESS:
J
BOOKSTORE AND PRINT SHOP
H
PROJECT NAME:
G
V
F
S TE
E
OWNER:
D
2% SLOPE
C
2% SLOPE
1%
B
PRINT SHOP
11
RIO HONDO COLLEGE
PRINT SHOP
PUBLIC LOBBY
12
(E) 4" W
2% SLOPE
1%
REVISIONS:
FOR WASTE & VENTS WORK
TO BE PERFORMED IN THIS
AREA SEE ENLARGED
1
PLUMBING FLOOR PLAN
FOR CW & HW PLUMBING
WORK TO BE PERFORMED IN
THIS AREA SEE ENLARGED
PLUMBING FLOOR PLAN
2
2" V
STAGING
7
1
1
DESCRIPTION
DATE
GENERAL REVIEW 04-01-2016
P101
P101
16
(E) MECHANICAL
VAULT
4
(E) BUSINESS
OFFICE AREA
-
CLERK ROOM
3
WEEKEND
COLLEGE
2
DATE ISSUED:
11-11-2015
PROJECT NO:
2014-40156
(E) 3" CW
1/8" = 1'-0"
SCALE:
P100
17
SHEET NUMBER:
(E) HB
SHEET TITLE:
OVERALL
PLUMBING
FLOOR PLAN
275 W. Hospitality Lane Suite #100
San Bernardino, CA 92408
Phone: 909.890.3700
Fax: 909.890.3770
email: info@designwesteng.com
OVERALL PLUMBING FLOOR PLAN
1/8" = 1'-0"
1
DESIGN WEST ENGINEERING
MECHANICAL
ELECTRICAL
ENERGY CONSULTANTS
3 MACARTHUR PLACE, SUITE 850
T 949.809.3380
SANTA ANA, CA 92707
WWW.SVA-ARCHITECTS.COM
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT
BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2014.
14-312
FOR CONNECTION TO STRUCTURE & PIPE SUPPORT SEE DETAILS
3.
TRAP PRIMER DETAILS SEE
4.
NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO
USE, ACCORDING TO THE METHOD SET IN SECTION 609.9 OF THE CPC.
5.
CONTRACTOR SHALL PATCH FLOORS, WALLS & CEILINGS TO MATCH NEW
CONSTRUCTION PER ARCHITECTS SPECIFICATIONS.
6.
SHUT-OFF VALVES SHALL BE PROVIDED ON ALL MAIN BRANCHES, RUNS TOO
RISERS AND WHERE SHOWN ON DRAWING. LOCATE SHUT-OFF VALVES OVER TBAR CEILING WHEN POSSIBLE. PROVIDE ACCESS PANELS WHEN SHUT-OFF VALVES
ARE LOCATED OVER HARD LID CEILINGS.
G
15a
1-1/2" V
DF
1
H
5
1,2,5
P200
3
P200
15a
RIO HONDO COLLEGE
(E) FCO
15
2" W
1
(E) COTG
(E) 2" V UP
TO ABOVE
4
14
1
(E) 4" W
4
5
1-1/2" V
(E) FCO
FOR CONTINUATION
SEE
1
(E) 4" W
FOR CONTINUATION
SEE 1
P100
L
1
1
U
2
1
(E) 4" W
COND
P100
U
1
1
S
1
WCO
WC
2
13
1
15
5
4
FOR CONTINUATION
SEE
1
3/4" COND
8
FOR CONTINUATION
SEE
1
15
WC
2
1-1/2" V B.F.G.
P100
L
1
14
13
(E) 4" W
2" W
1
FD
1
2" W
4
FD
1
WC
2
WC
2
1
2" W
2" V
2" V
1-1/2" V B.F.G.
15
2" W
P100
2" W
L
1
1
WC
1
1
1-1/2" V
GD
S
2
OWNER:
(E) 2" V
(E) 4" W
1
1
16
WCO
WC
1
1
JS
1
1
3600 Workman Mill Rd, Whittier, CA 90601
2.
CLIENT ADDRESS:
FOR LINE TYPES, SYMBOLS & ABBREVIATIONS SEE LEGEND ON SHEET P001
PROJECT NAME:
F
1.
BOOKSTORE AND PRINT SHOP
GENERAL NOTES
J
(E) 4" W
16
V
ER
1
P100
FESSIONA
PRO
L
M. J OH
N
N
E
S TE
REGIST
1
P100
ED
No. 33209
EE R
GIN
N
SO
FOR CONTINUATION
SEE
EN
FOR CONTINUATION
SEE
ST
IA
L
EXP. 9-30-2017
ME
A
AT C H A N I C
RN
E O
F CA L I F O
FS
1
CONSTRUCTION NOTES
PLUMBING WASTE & VENT FLOOR PLAN
5
1/4" = 1'-0"
PLUMBING WASTE & VENT FLOOR PLAN
3
1/4" = 1'-0"
PLUMBING WASTE & VENT FLOOR PLAN
1
1/4" = 1'-0"
J
FOR CONTINUATION
SEE
1
P100
(E) 3/4" CW
F
15a
G
(E) 2" CW
3
(E) 2-1/2" CW
(E) 2-1/2" CW
11
2
14
2
CONNECT (N) 3/4" CW TO (E) CW LINE.
3
CONNECT (N) 3/4" HW TO (E) HW LINE.
4
CONNECT (N) 2" WASTE TO (E) WASTE LINE.
5
CONNECT (N) 1-1/2" VENT TO (E) VENT LINE.
6
1/2" CW DN IN WALL TO TRAP PRIMER W/ SOV AT RISER BEHIND ACCESS PANEL.
7
3/4" CW & HW DN IN WALL TO FIXTURE.
8
3/4" COND. DN IN WALL TO TAILPIECE OF SINK SEE DETAIL
9
3/4" CW DN IN WALL TO FIXTURE.
10
CONNECT (N) 1/2" CW TO (E) CW LINE.
11
1/2" CW DN IN WALL TO FIXTURE.
12
CONNECT (N) 1/2" CW TO (E) CW HEADER IN CHASE.
13
CONNECT (N) FIXTURE TO (E) PLUMBING HEADERS IN CHASE. REWORK PIPING AS
NEEDED FOR (N) CONNECTION.
1
CONNECT (N) 2" VENT TO (E) VENT LINE.
15
A# 03-116477
AC
FLS
SS
DATE
REVISIONS:
5
P200
1
DESCRIPTION
DATE
GENERAL REVIEW 04-01-2016
SAW CUT (E) SLAB AS REQUIRED FOR INSTALLATION OF NEW PIPING. PATCH (E)
FLOOR AS REQUIRED TO MATCH (E).
FOR CONTINUATION
SEE
1
P100
DF
1
(E) 3/4" HW
WC
2
13
(E) FIXTURE TO BE REPLACED & RELOCATED. RE-WORK EXISTING PIPING AS
NEEDED FOR CONNECTION TO (E) FIXTURE.
14
15a
H
1
IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
1
DATE ISSUED:
11-11-2015
PROJECT NO:
2014-40156
1/2" CW
1/4" = 1'-0"
SCALE:
10
3/4" HW
10
3/4" CW
7
3
U
1
(E) 1/2" HW
3/4" HW
(E) 2-1/2" CW
UP TO ABOVE
2
3/4" CW
S
1
L
1
1
L
1
1
SHEET TITLE:
L
1
(E) 2-1/2" CW
WC
2
WC
2
WC
2
1
FD
1
1
FD
1
(E) 3/4" CW
WC
1
16
S
2
GD
1
1
1/2" TP
(E) 3" CW
TP
1
ENLARGED
PLUMBING
FLOOR PLANS
13
1/2" TP
1/2" CW
P101
SHEET NUMBER:
1
1
(E) 3/4" HW
U
2
1
KEY PLAN
7
12
1
WC
1
JS
1
1
16
FOR CONTINUATION
SEE
1
FOR CONTINUATION
SEE
1
P100
P100
FOR CONTINUATION
SEE
1
6
TP
1
P100
FS
1
275 W. Hospitality Lane Suite #100
San Bernardino, CA 92408
1/2" TP
Phone: 909.890.3700
Fax: 909.890.3770
email: info@designwesteng.com
PLUMBING DOMESTIC WATER FLOOR PLAN
1/4" = 1'-0"
6
PLUMBING DOMESTIC WATER FLOOR PLAN
1/4" = 1'-0"
4
PLUMBING DOMESTIC WATER FLOOR PLAN
1/4" = 1'-0"
2
DESIGN WEST ENGINEERING
MECHANICAL
ELECTRICAL
ENERGY CONSULTANTS
3 MACARTHUR PLACE, SUITE 850
T 949.809.3380
SANTA ANA, CA 92707
WWW.SVA-ARCHITECTS.COM
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT
BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2014.
14-312
21" MAX.
UNISTRUT P1000
DIAGONAL BRACE
WHERE REQUIRED
SEE DETAILS 3,4,13
COUPLER
-
6" MAX.
HANGER &
STIFFENER PER
DETAILS 3,4,13
-
HANGER ROD
ELEVATION VIEW
1
ROD STIFFENER
4
CONNECTION TO STRUCTURE
1
ATTACH TO STRUCTURE
ABOVE PER
6"
MAX
1
-
COUPLER
AS REQD.
OWNER:
1/2"Ø ROD @ 10'-0" OC MAX
(W/ P1000 STIFFENER PER
WHERE BRACE OCCURS
SECONDARY
CONDENSATE
4'-0" MAX
FC
-
DRAIN PAN
CONDENSATE CONNECTION W/O PUMP
6"
MAX
L
4"Ø MAX PIPE
PER PLAN
TYP. INSULATION PER
INSULATION SCHEDULE
ON SHEET M001
IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
CLEVIS PIPE
CLAMP
5
6" MIN. RIGID INSULATION
EA. SIDE OF CLAMP
ATTACH TO STRUCTURE
ABOVE PER 1
A# 03-116477
6" MIN
EA SIDE OF
CLAMP, TYP
AC
UNISTRUT SPF100 W/ 1/2"Ø
BOLT AND SPRING NUT
(P1010) TO DIAGONAL BRACE
4" MAX.
FLS
SS
DATE
PIPE CLAMP
-
COUPLER
AS REQD.
6"
MAX
EXP. 9-30-2017
ME
A
AT C H A N I C
RN
E O
F CA L I F O
45°
±10°
NUT ABOVE
AND BELOW
No. 33209
ST
NOTE:
THE SECONDARY DRAIN PAN SHALL HAVE A MINIMUM DEPTH OF 1.5 INCHES (38 MM), SHALL NOT BE LESS
THAN 3 INCHES (76 MM) LARGER THAN THE UNIT OR THE COIL DIMENSIONS IN WIDTH AND LENGTH AND
SHALL BE CONSTRUCTED OF CORROSION-RESISTANT MATERIAL. THE BOTTOM PANEL OF THE PAN SHALL
BE CONTOURED OR SLOPED. METALLIC PANS SHALL HAVE A MINIMUM THICKNESS OF NOT LESS THAN
0.0276-INCH (0.7 MM) GALVANIZED SHEET METAL. NONMETALLIC PANS SHALL HAVE A MINIMUM THICKNESS
OF NOT LESS THAN 0.0625 INCH (1.6 MM). A WATER LEVEL DETECTION DEVICE CONFORMING TO UL 508
SHALL BE PROVIDED THAT WILL SHUT OFF THE EQUIPMENT SERVED IN THE EVENT THAT THE PRIMARY
DRAIN IS BLOCKED. THE DEVICE SHALL BE INSTALLED IN THE DRAIN PAN, LOCATED BELOW THE OVERFLOW RIM OF
PAN.
FESSIONA
PRO
L
M. J OH
N
N
E
EE R
GIN
N
SO
-
SECONDARY CONDENSATE PAN
ED
EN
P1000 LONGITUDINAL BRACE (8'-0" MAX
LENGTH) AT 20'-0" OC MAX & 24" MAX
FROM ANY BEND IN PIPE. ATTACH TO
STRUCTURE PER
1
ER
N.C. MOISTURE SENSOR,
INTERLOCK TO SYSTEM
CONTROLLER POWER
REGIST
1
RIO HONDO COLLEGE
9'-8"
3600 Workman Mill Rd, Whittier, CA 90601
UNISTRUT P1843
ANGLE CLIP
IA
1
CLIENT ADDRESS:
PLAN VIEW
BOOKSTORE AND PRINT SHOP
1/2"Ø HILTI KB TZ W/
3-1/4" MIN. EMB.
STRUT CHANNEL, UNISTRUT
P1000 OR B-LINE B22
21" MAX.
PROJECT NAME:
(E) 8-1/2" MIN THICK PRETENSIONED CONCRETE
ROOF / FLOOR.
ROD STIFFENER
CLAMP
S TE
6" MAX.
LOCATE (E) REINFORCING AND (E) POSTTENSIONING CABLES BY NON-DESTRUCTIVE
METHODS PRIOR TO DRILLING. DO NOT
DAMAGE (E) REINFORCING AND (E) POSTTENSIONING CABLES.
V
ROD STIFFENER
CLAMP, UNISTRUT
P2486 OR B-LINE SC228
PIPING SUPPORT SCHEDULE
1/2"Ø ROD @ 10'-0" OC MAX (W/
P1000 STIFFENER PER
WHERE BRACE OCCURS
2
REVISIONS:
1
1/2" CW
SUPPLY
DESCRIPTION
DATE
GENERAL REVIEW 04-01-2016
TRAP
PRIMER
TP
BALL VALVE
4'-0" MAX
1/2" CW (TYP)
P1000 TRAVERSE BRACE (8'-0" MAX
LENGTH) AT 20'-0" OC MAX & 6" MAX
FROM ANY BEND IN PIPE. ATTACH TO
STRUCTURE PER
1
-
TRAP PRIMER VALVE
-
FS
-
BALL VALVE
REFER TO PLANS
FOR SIZE AND LOCATION
ACCESS
PANEL
FLOOR
1/2" CW
6"
MAX
45°
±10°
NUT ABOVE
AND BELOW
NOTE:
ACCESS PANEL SHALL NOT BE INSTALLED
BEHIND GRAB BARS.
3"
UNISTRUT SPF100 W/ 1/2"Ø
BOLT AND SPRING NUT
(P1010) TO DIAGONAL BRACE
DATE ISSUED:
11-11-2015
PROJECT NO:
2014-40156
12" = 1'-0"
SCALE:
P200
SHEET NUMBER:
CLEVIS PIPE
CLAMP
TRAP PRIMER
6"Ø MAX PIPE PER PLAN W/
RIGID INSULATION EXTENDING
6" BEYOND EA. SIDE OF CLAMP
PIPE SUPPORT - TRAVERSE BRAC
FOR CONNECTION
TO STRUCTURE
SEE
1
FOR CONNECTION
TO STRUCTURE
SEE 1
-
-
STIFFNER CLAMP
ASSEMBLY 4
(TYP.) PER
3
SHEET TITLE:
PLUMBING
DETAILS
6
UNISTRUT P1000
TRAVERSE BRACE
-
STIFFNER
UNISTRUT P1000
LONGITUDINAL BRACE
B-LINE FIG. B3380
THRU B3384
45°
MIN
.
M
LOCK NUT &
UNISTRUT P1000
WASHER
(TYP.)
MAX SPAN = 3'-0"
AX
G
N
LE
TH
=
"
-0
9'
UNISTRUT SPF 100 W/ 1/2"Ø BOLT AND
SPRING NUT (P1010) TO DIAGONAL BRACE
SPRING NUT
(TYP.)
NOTES:
275 W. Hospitality Lane Suite #100
San Bernardino, CA 92408
1.
2.
3.
Phone: 909.890.3700
Fax: 909.890.3770
HANG TRAPEZE AT 6'-0" ON CENTER
UNISTRUT P1000 LONGITUDINAL BRACE AT 20'-0" MAX ON CENTER
MAX. 4 PIPES AT MAX. 4"Ø EACH OR MAX. 2 PIPES AT MAX. 6"Ø EACH.
email: info@designwesteng.com
TRAPEZE PIPE SUPPORT
7
DESIGN WEST ENGINEERING
MECHANICAL
ELECTRICAL
ENERGY CONSULTANTS
3 MACARTHUR PLACE, SUITE 850
T 949.809.3380
SANTA ANA, CA 92707
WWW.SVA-ARCHITECTS.COM
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT
BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2014.
14-312
AP2 - 30
14
AP2 - 26
drill
J
AP2 - 2
11
(E)
27
4
AP2 - 4
5
SM
EF
AP2 - 16
AP2 - 32
1
(E)
xerox nuvera
AP2 - 18
(E)
hand wash sink
SM
7
AP2 - 20
work table
5
5
FC
2
AP2 - 22,24
COORDINATE POWER AND DATA DEVICE LOCATIONS, AND DEVICE PLATE COLOR
WITH ARCHITECT.
2.
REFER TO MECHANICAL PLANS FOR THE EXACT LOCATION OF HVAC EQUIPMENT
AND ADDITIONAL WIRING REQUIREMENTS.
3.
PROVIDE DUCT DETECTOR POWER AND CONNECTIONS AS INDICATED ON
MECHANICAL DRAWINGS.
4.
PROVED FLEXIBLE SEAL TYPE CONDUIT FOR CONNECTION TO ALL HVAC
EQUIPMENT.
5.
ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE NEMA 3R.
6.
ALL EXTERIOR RECEPTACLE OUTLETS SHALL BE GFCI TYPE.
7.
PROVIDE HEAVY DUTY DISCONNECT SWITCHES WITH DUAL ELEMENT FUSES TO
MATCH MOTOR H.P. RATING.
8.
REFER TO FOLLETT PLANS FOR ADDITIONAL INFORMATION AND ELECTRICAL
REQUIREMENTS.
30
(E)
AP2 - 27
work table
SF
1
J
27
14-50R
AP2 - 29,31,33
SM
paper
cutter
2
stapler
(E)
2
1.
EF
2
1
F
AP2 - 6
6
PRINT SHOP
11
(E)
AP2 - 19
AP2 - 13,15,17
10-30R
RIO HONDO COLLEGE
color copier
xerox nuvera
(E)
19
AP2 - 5,7
6-20R
CR
paper
cab.
PRINT SHOP
PUBLIC LOBBY
12
(E) VAV-C
8
xerox 4595
(E)
(E)
(E)
AP2 - 35
35
AP2 - 10
work
table
35
AP2 - 21,23,25
14-50R
PANEL 'AP2'
(E) VAV-C
(E) VAV-C
(E)
28
10
(E)
11
(E) VAV-D
AP2 - 28
AP2 - 11
xerox 4595
8
AP2 - 1,3
6-20R
STORAGE
10
desk
L
AP2 - 8
9
OWNER:
AP2 - 9
15
CR
AP1 - 22
J
ER
LE O
REGIST
15a
16
32
32
No. E19480
Exp. 6-30-2017
EL
A
AT E C T R I C
RN
E O
F CA L I F O
ST
IA
L
32
EE R
GIN
YA
16
FESSIONA
PRO
L
RD P. M
A
N
A
EN
ED
SFD
3600 Workman Mill Rd, Whittier, CA 90601
K
CLIENT ADDRESS:
J
PROJECT NAME:
H
G
BOOKSTORE AND PRINT SHOP
GENERAL NOTES
AP1 - 32
AP1 - 16
38
AP1 - 38,40
CONSTRUCTION NOTES
1
1
40
32
(E)
2
PROVIDE AND INSTALL 30A 2P NEMA 1 RATED FUSED DISCONNECT. FUSING PER
MECHANICAL EQUIPMENT MANUFACTURERS REQUIREMENTS. VERIFY EXACT
LOCATION AND REQUIREMENTS WITH MECHANICAL CONTRACTOR.
3
PROVIDE AND INSTALL 208V 1P MOTOR RATED SNAP SWITCH. FAN COIL TO BE
POWERED BY HEAT PUMP UNIT (REFER TO MECHANICAL PLANS FOR EXACT
LOCATION). REFER TO MECHANICAL PLANS FOR WIRING INFORMATION.
4
PROVIDE AND INSTALL 30A 2P H.D. WEATHERPROOF NEMA 3R RATED FUSED
DISCONNECT. FUSING PER MECHANICAL EQUIPMENT MANUFACTURERS
REQUIREMENTS. VERIFY EXACT LOCATION AND REQUIREMENTS WITH
MECHANICAL CONTRACTOR.
10
J
(E)
STAGING
7
AP1 - 14
14
(E)
8
27
3
J
2
J
AP1 - 33,35
35
AP1 - 27
10
10
J
J
S
AP1 - 30
AP1 - 36
J
(E) VAV-E
33
(E) VAV-E
5
12
OFFICE
5
AP1 - 10,12
OFFICE
6
P
J
+72"
+72"
14
14
J
1
1
6
PROVIDE 120V POWER FOR EAS SYSTEM. VERIFY EXACT LOCATION AND
REQUIREMENTS WITH FOLLETT PLANS PRIOR TO INSTALLATION.
7
PROVIDE LOW VOLTAGE TRANSFORMER FOR FAUCET SENSOR. VERIFY EXACT
LOCATION AND REQUIREMENTS WITH PLUMBING CONTRACTOR.
8
PROVIDE 120V POWER TO GARBAGE DISPOSAL.
9
PROVIDE POWER TO SERVER CABINET COOLING EQUIPMENT. VERIFY EXACT
REQUIREMENTS WITH IT EQUIPMENT MANUFACTURE.
10
PROVIDE 4S JUNCTION BOX FOR CAMPUS/FOLLETT LOW VOLTAGE/SECURITY
CONNECTION. IF INSTALLED IN AREA WITH EXPOSED STRUCTURE ABOVE OR
HARD LID CEILING, PROVIDE 3/4" C.O. BACK TO LOCATION OF NEAREST IDF/MDF.
VERIFY EXACT LOCATION AND REQUIREMENTS WITH CAMPUS PRIOR TO
INSTALLATION.
+18"
10
P
16
11
PROVIDE 120V POWER AND (1) 1" CONDUIT DOOR STRIKER TO ACCESSIBLE
CEILING SPACE FOR EXIT ALARMED DOOR. VERIFY EXACT REQUIREMENTS WITH
MANUFACTURE INSTALLATION REQUIREMENTS.
12
J
FLS
SS
DATE
REVISIONS:
1
DESCRIPTION
DATE
GENERAL REVIEW 04-01-2016
DATE ISSUED:
11-11-2015
PROJECT NO:
2014-40156
1/4" = 1'-0"
SCALE:
10
E201
SHEET NUMBER:
+18"
10
SHEET TITLE:
26
9
1
AC
+18"
28
(E) FC-3
AP1 - 11,13
11
ENLARGED
BOOKSTORE
POWER &
SIGNAL FLOOR
PLAN
+18"
(E) VAV-F
A# 03-116477
AP1 - 31
FOLLETT
BOOKSTORE
15
9
+72"
3
AP1 - 5,7,9
7
12
AP1 - 1
AP1 - 3
1
PROVIDE AND INSTALL NEMA 1 MOTOR RATED SNAP SWITCH. INTERCONNECT
EXHAUST FAN TO MECHANICAL UNIT PER MECHANICAL PLANS.
30
31
33
5
11
30
PROVIDE AND INSTALL J-BOX ABOVE FINISHED CEILING WITH (2) 20AMP 120V
CIRCUITS AND (1) 3/4" CONDUIT STUBBED OUT 6'-0" A.F.F. SCHOOL GC TO INSTALL
(2) EMPTY 3/4" CONDUIT W/ PULL STRING STUBBED OUT HERE AT 6" A.F.F. AND
STUBBED ABOVE FINISHED CEILING FOR FOLLETT DATA . REFER TO
ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
28
AP1 - 26,28
28
(E) VAV-H
13
CLERK ROOM
3
WEEKEND
COLLEGE
2
VAULT
4
+18"
26
15
AP1 - 15,17,19
+18"
3
SM
17
+18"
KEY PLAN
28
19
FC
2
10
+18"
21
4
AP1 - 24
1
AP1 - 18,20
26
26
SF
2
SM
5
HP
2
(VERIFY LOCATION
WITH MECHANICAL
CONTRACTOR)
23
21
23
J
F
10
26
AP1 - 25
AP1 - 29
1
J
+126" J
+126" J
25
J
J
AP1 - 21,23
25
17
N
275 W. Hospitality Lane Suite #100
San Bernardino, CA 92408
Phone: 909.890.3700
Fax: 909.890.3770
email: info@designwesteng.com
ENLARGED BOOKSTORE POWER & SIGNAL FLOOR PLAN
1/4" = 1'-0"
1
DESIGN WEST ENGINEERING
MECHANICAL
ELECTRICAL
ENERGY CONSULTANTS
3 MACARTHUR PLACE, SUITE 850
T 949.809.3380
SANTA ANA, CA 92707
WWW.SVA-ARCHITECTS.COM
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT
BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2014.
14-312
L
1.
COORDINATE LIGHT FIXTURE LOCATIONS AND LIGHT SWITCH LOCATIONS, COLOR,
AND STYLE WITH ARCHITECT.
2.
WHERE MOTION SENSORS ARE SHOWN ON PLANS, VERIFY WATTAGE AND
COVERAGE OF PRODUCT PROVIDED IS ADEQUATE FOR SPACE TO BE CONTROLLED.
COVERAGE IS TO BE ADJUSTED TO AVOID ACCIDENTAL ACTIVATION OUTSIDE OF
AREA. VERIFY WIRING REQUIREMENTS TO MOTION SENSORS, RELAY PACKS, ETC
WITH PRODUCT BEING PROVIDED.
14
F1E
8
8 EB
3
F1
8
F1
8
F1
8
F1E
8
8 EB
3
PRINT SHOP
11
F1
8
F1
8
F1E
8
8 EB
3
F1
8
F1
8
(E) OFFICE
-
RIO HONDO COLLEGE
AP1 - 8
(E) SECURITY
-
F6E
8 EB
F2
8
F2
8
F1
8
?
?
F4
8
F2
8
F2
8
F2E
8
8 EB
3
F4
8
PANEL 'AP2'
F1E
8
8 EB
3
PRINT SHOP
PUBLIC LOBBY
12
F4
8
F6E
8 EB
OWNER:
F2
8
15
1
F1
F1E
F1
F1
F1E
F1
F1
F1E
6
5
6
6
5
6
6
5
ER
LE O
REGIST
EE R
GIN
YA
FESSIONA
PRO
L
RD P. M
A
N
A
EN
ED
No. E19480
Exp. 6-30-2017
EL
A
AT E C T R I C
RN
E O
F CA L I F O
ST
IA
L
15a
3600 Workman Mill Rd, Whittier, CA 90601
K
CLIENT ADDRESS:
H
PROJECT NAME:
G
BOOKSTORE AND PRINT SHOP
GENERAL NOTES
F1
2
F1E
2 3
2 EB
F1
2
F1
2
F5
4c
F5E
3 4c
4 EB
F5
4c
3
F5E
4c
4 EB
F5
4c
CONSTRUCTION NOTES
AP1 - 4
F1
2
F1
2
F1
2
F1
2
1
PROVIDE LOW VOLTAGE PHOTOCELL. REFER TO WIRING DIAGRAM FOR
ADDITIONAL INFORMATION.
2
DAYLIT AREA, PER CALIFORNIA ENERGY CODE.
3
PROVIDE NON-SWITCHED 'HOT' POWER WIRE TO BATTERY PACK
CHARGING/SENSOR IN FIXTURE.
4
CIRCUIT LIGHTING TO EXISTING LIGHTING CIRCUIT IN ROOM.
5
CONNECT NEW LIGHT FIXTURE TO EXISTING EMERGENCY CORRIDOR CIRCUIT.
6
CONNECT NEW LIGHT FIXTURE TO EXISTING NON-EMERGENCY CORRIDOR
CIRCUIT.
IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
A# 03-116477
AC
1
F1
2
3
AP1 - 2 3
F1
2
F5E
4c
4 EB
F5
4c
F5E
3 4c
4 EB
F5
4c
SS
DATE
REVISIONS:
1
STAGING
7
FLS
DESCRIPTION
DATE
GENERAL REVIEW 04-01-2016
F5E
3 4c
4 EB
F1E
2 3
2 EB
F1
2
F6E
2 EB
FOLLETT
BOOKSTORE
15
F1
2
16
F1
2
DATE ISSUED:
11-11-2015
PROJECT NO:
2014-40156
1/4" = 1'-0"
SCALE:
F5
6b
F1
2
F1E
2 3
2 EB
OFFICE
6
F5
6b
F5
6b
F5
6b
F5
6b
OFFICE
5
E301
SHEET NUMBER:
SHEET TITLE:
CLERK ROOM
3
F3
F3
F2
2
F2
2
F2
2b
F3
F3
F2
2
F2
2
F2
2b
F2
2b
WEEKEND
COLLEGE
2
ENLARGED
BOOKSTORE
LIGHTING
FLOOR PLAN
3 AP1 - 6
VAULT
4
F2
2b
1
2
F3
F3
F2
2
F2
2
F2
2a
F5E
3 6a
6 EB
F5
6a
2
F5
6a
F5E
3 6a
6 EB
1
KEY PLAN
F5
6a
F2
2a
F6E
6 EB
F6E
6 EB
17
275 W. Hospitality Lane Suite #100
San Bernardino, CA 92408
N
Phone: 909.890.3700
Fax: 909.890.3770
email: info@designwesteng.com
ENLARGED BOOKSTORE LIGHTING FLOOR PLAN
1/4" = 1'-0"
1
DESIGN WEST ENGINEERING
MECHANICAL
ELECTRICAL
ENERGY CONSULTANTS
3 MACARTHUR PLACE, SUITE 850
T 949.809.3380
SANTA ANA, CA 92707
WWW.SVA-ARCHITECTS.COM
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT
BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2014.
14-312
HARD LID CEILING WITH NO ATTIC SPACE ABOVE. PROVIDE NEW SURFACE MOUNTED
RACEWAY PER NOTE '2' AND NEW ACCESS PANEL PER NOTE '1'.
CT-C
HARD LID CEILING WITH ATTIC SPACE ABOVE. PROVIDE ACCESS PANEL FOR EACH
ABOVE CEILING HEAT DETECTOR. PROVIDE NEW SURFACE MOUNTED RACEWAY WHEN
NECESSARY, SEE NOTE #2.
CT-D
HARD LID CEILING WITH ATTIC SPACE ABOVE. ATTIC SPACE COVERED WITH LINEAR
HEAT DETECTOR, SEE ATTIC SPACE PLAN. NEW FIRE ALARM CONDUIT SHALL BE
INSTALLED ABOVE CEILING.
CT-F
EXPOSED BEAM CEILING.
2
3/4" C - 2#12 + 12G TO (E) 120V PANEL.
2.
3
PROVIDE MONITOR MODULE FOR LINEAR HEAT DETECTOR CONNECTION SEE ATTIC
SPACE PLANS.
4
REFER TO SHEET '1'/E002 FOR RPS QUANTITY.
SMOKE DETECTOR SHALL NOT BE MOUNTED LESS THAN 12" FROM EXISTING
LIGHTING FIXTURES AND LESS THAN 36" FROM EXISTING HVAC REGISTERS.
CONTRACTOR SHALL PROVIDE NEW 24"X24" ACCESS PANEL(S),FOR CEILING.
HEAT DETECTOR LOCATIONS PROVIDE FIRE RATED
ACCESS PANELS
SHALL BE USED IN THESE AREAS.
3.
NEW SURFACED MOUNTED RACEWAY SHALL BE SECURED TO CEILING OR
WALL JOISTS, NO TOGGLE BOLTS ARE ALLOWED.
4.
CONTRACTOR SHALL FIELD VERIFY EXISTING WALL CONDITION PRIOR TO
INSTALLATION OF ALL NEW WALL MOUNTED WIREMOLDS, OUTLETS,
EQUIPMENT, ETC. TO AVOID ANY INTERFERENCE WITH EXISTING
INSTALLATIONS. CONTRACTOR SHALL ROUTE NEW FIRE ALARM RACEWAY TO
AVOID ALL EXISTING RACEWAY, EQUIPMENT, DEVICES, ETC.
5.
FIRE ALARM CONDUIT SHALL BE 3/4" MINIMUM UNLESS OTHERWISE NOTED.
WIREMOLD SHALL HAVE EQUIVALENT OR LARGER CAPACITY IF REQUIRED.
6.
SEE RISER DIAGRAM FOR FA CABLING DETAILS.
7.
CONCEAL ALL CONDUIT ABOVE DROP CEILING. CONTRACTOR SHALL REMOVE
TILES AND RUNNERS AS NECESSARY FOR A COMPLETE INSTALLATION. ALL
DAMAGED TILES SHALL BE REPLACED WITH NEW TILES THAT MATCH EXISTING
TILES. ALL RUNNERS SHALL BE RE-INSTALLED AND INSPECTED.
E
B
C
F
1.
REFER DETAILS FOR NEW ACCESS PANEL INSTALLATION.
2.
NEW SURFACE MOUNTED WIREMOLD RACEWAY SHALL BE USED UNDER HARD LID CEILING AND
EXPOSED BEAM AREAS.
G
J
K
OWNER:
NOTES
L
3600 Workman Mill Rd, Whittier, CA 90601
CT-B
1.
CLIENT ADDRESS:
T-BAR CEILING WITH ACCESSIBLE SPACE ABOVE. NEW FIRE ALARM CONDUIT SHALL BE
INSTALLED ABOVE CEILING.
PROVIDE NEW 20A 1 POLE CIRCUIT BREAKER TO MATCH EXISTING & PROVIDE LOCKON DEVICE.
BOOKSTORE AND PRINT SHOP
CT-A
1
RIO HONDO COLLEGE
CEILING TYPE IDENTIFICATION
GENERAL NOTES
PROJECT NAME:
CONSTRUCTION NOTES
D
H
S3
173
CT-A
SD
CT-A
1D,1V,1A
SD
L=530'
V.D.=4.01%
1D,1V,1A
1D,1V,1A
S3
30cd
1A-8,1V-7
2D
175
2D
1D
admin
171
SD
177
163
1D,1V,1A
2D
admin
166
CT-A
SD
198
S
1D
1V,1A
SD
CT-A
2D
3
1A
L=350'
V.D.=1.93%
1D,1V,1A
SD
M
SEE FA ATTIC
SPACE PLANS
2D
info
180
S
S4
30cd
1A-5,1V-5
CT-A
(E) LOBBY 1D,1V,1A
A100
SD
125
SD
1D,1V,1A
S
SD
2D,2V,2A
SD
2D
admin
168
S
SD
CT-A
SD
SD
1D,1V,1A
CT-A
121
S4
15cd
1A-3,1V-3
S4
15cd
1A-2,1V-2
115
SD
122
S
S2
15cd
1A-10,1V-10
1D,1V,1A
S
1D,1V,1A
(E) OFFICE
122G
CT-A
SD
1D,1V,1A
CT-A (E) OFFICE-2
--2
(E) OFFICE-1
--1
120
SD
1D,1V,1A
CT-A
Space
183
CT-A (E) OFFICE-1
122B-1
119
SD
1D,1V,1A
1D,1V,1A
SD
117
SD
S
S4
15cd
1A-1,1V-1
118
1D,1V,1A
CT-A
1D,1P
S
A# 03-116477
145
1V,1A
142
SD
146
SD
140
(N) 'FAA'
2D,2V,2A
STORAGE
10
2D,2V,2A
AC
SD
CT-C
CT-D
15
S5
30cd
1A-4,1V-4
S5
30cd
1A-3,1V-3
2D,2V,2A
190
SD
2D,2V,2A
192
SD
193
2D
REVISIONS:
3
194
S
M
1
2D,2V,2A
1D,1V,1A
1D,1V,1A
182
S
187
HD
S5
15cd
1A-2,1V-2
STAGING
7
2V,2A
181
SD
(E) WOMENS RR
4
S1
1A-10
S5
15cd
1A-1,1V-1
CT-C
S
SD
15a
1D,1V,1A
M
S1
75cd
1A-3,1V-3
136
138
SD
SD
2D
2D
2D,2V,2A
1D,1V,1A
S
SEE FA ATTIC
SPACE PLANS
191
139
C
HD
DESCRIPTION
DATE
GENERAL REVIEW 04-01-2016
WP
131
188
1D,1V,1A
SS
3
SD
CT-C
FLS
DATE
1D,1V,1A
2V,2A
S
CT-A
S1
30cd
1A-7,1V-6
S
SEE FA ATTIC
SPACE PLANS
S1
30cd
1A-9,1V-8
1D,1V,1A
(E) MENS RR
3
CT-C
1D,1V,1A
SD
180
S1
30cd
1A-2,1V-2
CT-C
SD
2D,2V,2A
130
SD
CT-C
108
SD
(E) MECHANICAL
-
106
(E) OFFICE
122A
SD
16
DATE ISSUED:
11-11-2015
PROJECT NO:
2014-40156
CT-A
1D
CT-A
2D,2V,2A
(E) OFFICE-2 SD
122B-2
S2
30cd
1A-5,1V-5
S
SD
SD
1D,1V,1A
(E) OFFICE
122C
SD
1D,1V,1A
(E) BEAMS
(N) PANEL 'FACP'
& 'FATC-1'
104
CT-A
2
(E) BEAMS
1D
SD
100
1D,1V,1A
1D,1V,1A
SD
S
1D,1V,1A
VAULT
4
1
103
CT-C
129
CLERK ROOM
3
CT-A
SD
1D,1V,1A
S
S1
30cd
1A-1,1V-1
M
SEE FA ATTIC
SPACE PLANS
1D
SD
FOLLETT
BOOKSTORE
15
WEEKEND
COLLEGE
2
132
2D
1D,1V,1A
S1
30cd
1A-5,1V-5
SHEET TITLE:
137
SD
S
2D,2V,2A
128
FA101
SHEET NUMBER:
135
2D,2V,2A
SD
(N) RPS 4
1D,1V,1A
SD
TO FATC-1
1D
S2
30cd
1A-4,1V-4
SD
134
2D
101
107
S
CT-A
105
CT-A
133
CT-F
1/8" = 1'-0"
SCALE:
OFFICE
5
OFFICE
6
TO FATC-1
102
1D,1V,1A
S
1D,1V,1A
CT-A
2D,2V,2A
(E) BUSINESS
OFFICE AREA
-
1D,1V,1A
IDENTIFICATION STAMP
DIVISION OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
1D,1V,1A
HD
1D,1V,1A
(E) OFFICE
122H
S
SD
1D,1V,1A
1D,1V,1A
(E) VAULT
109
S
CT-A
1D,1V,1A
186
SD
183
1D,1V,1A
1D,1V,1A
SD
3
2V,2A
1
113
2D
1D,1V,1A
TO FATC-1
2D,2V,2A
2V,2A
SD
2D
116
S2
30cd
S 1A-9,1V-9
1D,1V,1A
1D,1V,1A
114
(E) SD
PURCHASING
122J
185
S
C
S
CT-A
SD
1D,1V,1A
S2
15cd
1A-6,1V-6
112
1D,1V,1A
M
2D,2V,2A
189
2D,2V,2A
L=225'
EOLD V.D.=2.06%
JAN.
-
143
1D,1V,1A
CT-A
CT-A
CT-A
SD
1D,1V,1A
EOLD
S1
L=435'
15cd
1A-13,1V-11 V.D.=5.71%
2D
148
2D
184
S2
30cd
1A-1,1V-1
109
2D,2V,2A
CT-A
1D,1V,1A
S
CT-A
1D,1V,1A
(E) FINANCE
179
1D,1V,1A
S2
30cd
1A-2,1V-2
(E) MICROFILM
AND
2V,2A
PHOTOGRAPHY
AREA
164
110
S
1D,1V,1A
CT-A
2V,2A
(E) OFFICE
-
SD
SEE FA ATTIC
SPACE PLANS
SD
111
S
CT-A
S2
15cd
1A-7,1V-7
(E) OFFICE
-
CT-A
M
(E) LOUNGE
-
123
S4
30cd
1A-4,1V-4
(E) OFFICE
-
SEE FA ATTIC
SPACE PLANS
1D,1V,1A
195
S3
30cd
1A-1,1V-1
147
SD
SD
C
2D,2V,2A
1D,1V,1A
CT-A
S
CT-A
1D,1V,1A
161
S5
15cd
1A-7,1V-7
CT-A
2D,2V,2A
S4
30cd
1A-6,1V-6
126
SD
S
S
2V,2A
2D
S2
15cd
1A-8,1V-8
SD
CT-A
2D
(E) CORRIDOR
-
SD
(E) BOARD
CONFERENCE
ROOM
106
WP
1D,1A
S5
30cd
1A-5,1V-5
158
144
SD
157
3
1D,1V,1A
196
(E) BOARD ROOM
102
S
EOLD
197
3
CT-A
S4
1A-7
S5
30cd
1A-6,1V-6
124
127
S3
30cd
1A-2,1V-2
1D,1V,1A
164
SEE FA ATTIC
SPACE PLANS
L=450'
EOLD
V.D.=2.48%
SD
1D,1V,1A
PRINT SHOP
PUBLIC LOBBY
12
2V,2A
C
STORAGE
-
141
CT-A
No. E19480
Exp. 6-30-2017
EL
A
AT E C T R I C
RN
E O
F CA L I F O
CT-A
149
150
S1
PRINT SHOP
30cd
11
1A-11,1V-9
(E) SECURITY
-
S
SD
SD
S
SD
CT-A
1D,1V,1A
S1
30cd
1A-12,1V-10
1D,1V,1A
1D,1V,1A
1D,1V,1A
S
S3
30cd
1A-4,1V-4
2V,2A
151
SD
(E) OFFICE
-
2D,2V,2A
S
CT-A
S
CT-A
159
M
SEE FA ATTIC
SPACE PLANS
(E) OFFICE
-
CT-A
160
M
admin
181
1D,1V,1A
170
SD
2D
162
SD
169
CT-A
3
CT-A
SD
admin
172
2D
SD
CT-C
2D
CT-A
156
(E) OFFICE
-
2V,2A
hr
163
2D
SD
SD
1D,1V,1A
1D,1V,1A
(E) OFFICE
-
(E) OFFICE-3
--3
SD
2D
CT-A
SD
174
178
elec.
19
S3
30cd
1A-6,1V-5
176
SD
SD
2D
2D
T
1D
admin
169
S
S
S3
30cd
1A-3,1V-3
HD
CT-A
S3
15cd
1A-7,1V-6
165
166
S
EOLD
CT-A
2D,2V,2A
S
1D,1V,1A
mail
165
1D,1V,1A
172
179
SD
1D,1V,1A
171
SD
CT-A
SD
1D,1V,1A
152
SD
SD
155
S
S1
30cd
1A-8,1V-7
FIRST FLOOR
FIRE ALARM
PLAN
1D,1V,1A
CT-A
1D,1V,1A
S1
30cd
1A-4,1V-4
2A
CT-A
17
1D,1V,1A
3
(E)120V
1
PANEL
WP
S
admin
161
154
2D
SD
ST
president's office
162
admin
173
SD
153
L
168
admin
170
Room
174
REGIST
14
167
EE R
GIN
YA
ER
LE O
2A
FESSIONA
PRO
L
RD P. M
A
N
A
EN
ED
S 1A-5
IA
WP
S1
1A-6
275 W. Hospitality Lane Suite #100
San Bernardino, CA 92408
Phone: 909.890.3700
Fax: 909.890.3770
email: info@designwesteng.com
FIRST FLOOR FIRE ALARM PLAN
1/8" = 1'-0"
1
DESIGN WEST ENGINEERING
MECHANICAL
ELECTRICAL
ENERGY CONSULTANTS
3 MACARTHUR PLACE, SUITE 850
T 949.809.3380
SANTA ANA, CA 92707
WWW.SVA-ARCHITECTS.COM
THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS
INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF
EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT
BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR
DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA
ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2014.
14-312