21-040-LAC_Replace-Roofs-Phase1_Final-Drawings_48.pdf
PDF 419 KB Posted
- Attached to
- FPCM-LAC-I001104-M035-RS
- Solicitation number
- 0000036277
- Issued by
- Los Angeles County, California
About this file
This document is a mechanical and plumbing detail sheet (MP501) for the California State Prison, Los Angeles County (LAC) Roofs - Phase 1 project, prepared by Turley Mechanical Engineering & Associates Group and Hibser Yamauchi Architects. The drawing set is dated August 31, 2023, and is part of the State of California Department of Corrections and Rehabilitation's Facility Planning, Construction and Management Division project. The sheet provides technical details for various roofing and mechanical system installations, including pipe supports, roof exhaust fan mounting, air handling unit (AHU) mounting, condensate drain trap configurations, and equipment gas connection details for the facility located at 44750 60th Street West in Lancaster, California.
The drawing includes specific technical specifications for roof modifications, such as curb adaptors, insulation extensions, pipe supports, and mounting details for mechanical equipment. The sheet has been approved by the Office of the State Fire Marshal with approval number 23-0002, issued on 10/10/23, with a final approval date of 11/20/2023. The detailed drawings provide guidance for contractors on precise installation methods, including specifications for welding, fastening, sealing, and supporting various mechanical and plumbing components, with careful attention to maintaining minimum heights, proper insulation, and adherence to existing equipment configurations.
View the file
Other files
Show 40 more
Latest 50 of 55 listed here. See the rest on GovTribe.
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
(E)RIGID INSUL.
(E) ROOF CURB
(E)DUCT
EXTEND UP &
OVER CURB.
(N)ROOF
(E) ANCHOR
WHERE (E)DIMENSION IS LESS THEN 10" PROVIDE
NEW CURB ADAPTOR EXTENSION
(E)CURB
(E)BACKDRAFT DAMPER, FIELD VERIFY IF
THE DAMPER EXISTS, CLEAN AND
LUBRICATE WHERE THE DAMPER EXISTS
CONTINUOUS "VULKEM"
SEALANT ALL AROUND
PERIMETER
(N)14GA CURB ADAPTOR EXTENSION FOR EACH FAN.
CONTRACTOR FABRICATED. CORNERS WELDED
CONTINUOUSLY. HEIGHT TO BE COORDINATED IN FIELD TO
MAINTAIN A MIN 10" TO CURB HEIGHT.
REINSTALLED EXH FAN
MIN 10"
(N) ROOF INSULATION
THICKNESS VARIES
NOTES:
1. EXTEND (E)DUCT AND CONNECT TO RAISED (E)FAN
AS NECESSARY
2. FIELD MEASURE (E)CURB SIZE FOR MATCHING UP
W/ NEW CURB ADAPTOR.
3. NEW CURB EXTENSIONS SHALL BE CONTINUOUSLY
WELDED 14GA GALV EQUAL TO THYBAR OR
MICROMETAL. FIELD COORDINATE ALL EXISTING
DIMENSIONS AND INSULATION THICKNESS AT EACH
LOCATION TO MAINTAIN MIN IDENTIFIED HEIGHTS.
(FIELD FABRICATED EXTENSIONS ARE ACCEPTABLE
WHERE THEY ARE EQUAL TO SPECIFIED PRODUCT).
(E)CONCRETE OVER
METAL DECK
22 GA COUNTER
FLASHING
4" SMS, 2 EA SIDE, 8
TOTAL
CONTINUOUS SEALANT ALL
AROUND PERIMETER
(N)14" SMS W/ RUBBER WASHER,
(2)EACH SIDE, (8)TOTAL
8" MIN
(N) 4 BAND NO HUB HUSKY
SD2000 CLAMP, HEAVY DUTY.
(E) VENT PIPE
10"MIN
CUT PIPE TO KEEP BAND
CLAMP COUPLING
CONCEALED
(N) INSULATION
EXTENSION CAST IRON
PIPE, SIZE TO MATCH (E)
ROOFING FLEXIBLE BOOT
SEALANT
BAND CLAMP
ROOF WELDED JOINT BY
ROOFING CONTRACTOR
PER MFG
RECOMMENDATION
NOTES:
1. CONTRACTOR TO INSPECT AND REPAIR
THE VENT STACK THAT ARE DAMAGED OR
SEPARATED AT JOINT IN ATTIC BELOW
ROOF
(N)VENT CAP, "SMITH" 1748,
MATCH VENT SIZE
(N) VENT PIPE,
MATCHING (E)SIZE
B-LINE B3373 RISER
CLAMP (E)CONCRETE OVER
METAL DECK
FINISHED ROOF
SET SUPPORT ON CLEAN LAYER
OF SINGLE PLY ROOFING
MATERIAL.
B-LINE "DBE" DURA BLOK
ROOFTOP CHANNEL SUPPORT
W/ (2)12"ROD AND SUPPORT
CHANNEL. MAX SUPPORT
SPACING 6'-0". SUPPORT SHALL
BE WITHIN 12" OF ELBLOWS.
"DB" BURA BLOK (HEIGHT 5") IS
AN ACCEPTABLE ALTERNATIVE
WHEN PROPER PIPING SLOPE
CAN BE MAINTAINED.
ADJUSTABLE HEIGHT
STRUT MOUNTED CUSHION
PIPE CLAMP W/ BOLT, NUT &
WASHER
PIPE - SEE PLANS
FOR SIZE AND DUTY.
SEE SPECS FOR
INSULATION.
"THY" CURB MODEL TEMS-2 14 GA. GALV. ALL WELDED CONSTRUCTION. VERIFY
EXACT HEIGHT OF INSULATION TO MAINTAIN A MIN OF 8" FROM FINISHED ROOF TO
TOP OF RAIL. APPROXIMATE HEIGHT OF CURB IS 12"~16".
RAIL CAP BY CURB MANUFACTURER
SEAL BASE OF
RAIL W/MASTIC
4" SMS (MIN OF 3 SCREWS
TOTAL, PROVIDE MIN OF 1
SCREW WITHIN 8" ON EACH
SIDE OF EACH PIPE.
14 GA GALV. CAP BY CURB MANUFACTURE
"B-LINE" B-22 12GA
GALVANIZED CHANNEL
"B-LINE" GALVANIZED PIPE CLAMP
WITH BOLT, NUTS AND WASHER
EXTEND (N) ROOFING UP & OVER CURB
8" MIN
SET SCREW IN SEALANT (BELOW
CHANNEL) AND SEAL HEAD OF
LAG WITH PROSEAL 1024
PIPE W/ OR W/O
INSULATION. SEE PLANS
FOR SIZE AND DUTY
CALCIUM SILICATE SHIELD
ROOF
INSULATION
NOTES:
1. REFER TO GENERAL PIPE SUPPORT
SCHEDULE ON FOR MAX DISTANCE
BETWEEN SUPPORTS.
2. CURB CAN ALSO BE USED FOR CONDUIT
SUPPORT. SEE ELECTRICAL DRAWINGS
FOR MAX SUPPORT SPACING
REQUIREMENT.
3. PROVIDE SUPPORT WITHING 18" OF
ELBOWS.
2" HILTI KB-TZ2, MIN
2" EMBEDMENT,
(3)PER SIDE,
(6)TOTAL
NOMINAL PIPE SIZE
2"
4"-1"
4" AND LARGER
MAXIMUM SPACING
6'-0"
8'-0"
10'-0"
HORIZONTAL COPPER PIPE
NOMINAL PIPE SIZE MAXIMUM SPACING
NOTES:
1. PROVIDE MEANS OF PREVENTING DISSIMILAR METAL CONTACT
SUCH AS FELT OR NON ADHESIVE ISOLATION TAPE.
GALVANIZED FELT ISOLATORS SIZED FOR COPPER
TUBING MAY ALSO BE USED, TOLCO FIG.83.
GENERAL NOTES:
1. SEE TABLE BELOW FOR GENERAL PIPE SUPPORT SPACING.
GENERAL PIPE SUPPORT SCHEDULE
HORIZONTAL STEEL PIPE (GAS)
NOMINAL PIPE SIZE
2" - 1"
4"-1
2"
2" AND LARGER
MAXIMUM SPACING
8'-0"
10'-0"
10'-0"
HORIZONTAL STEEL PIPE
2" - 1"
4"-1
2"
2" AND LARGER
6'-0"
6'-0"
10'-0"
HORIZONTAL CAST IRON PIPE
NOMINAL PIPE SIZE MAXIMUM SPACING
2" - 6" EVERY OTHER JOINT UNLESS
OVER 4 FT, THEN SUPPORT
WITHIN EACH JOINT (SUPPORT
WITHIN 18" OF JOINT). SUPPORT
SPACING IS 7'O.C. MAX.
ROOFING INSULATION
(N)SINGLE PLY ROOF UP CURB
(E)AC CURB.
NOTES:
1. EXTEND (E)DUCT AND PROVIDE (N)OFFSET FITTINGS. SIZE AND GAUGE OF (N)DUCT AND FITTINGS
MATCH (E).
2. FIELD MEASURE (E)CURB SIZE FOR MATCHING UP W/ NEW CURB ADAPTOR.
3. NEW CURB EXTENSIONS SHALL BE CONTINUOUSLY WELDED 14GA GALV EQUAL TO THYBAR OR
MICROMETAL. FIELD COORDINATE ALL EXISTING DIMENSIONS AND INSULATION THICKNESS AT EACH
LOCATION TO MAINTAIN MIN IDENTIFIED HEIGHTS. (FIELD FABRICATED EXTENSIONS ARE
ACCEPTABLE WHERE THEY ARE EQUAL TO SPECIFIED PRODUCT).
20 GA GALV.
COUNTER FLASHING
PROVIDE RIGID INSULATION
4" SMS W/ RUBBER WASHER (3
PER BRACKET)
ATTACH UNIT TO CURB WITH
MOUNTING BRACKETS. SECURE
WITH 1/4" SMS (3 MIN PER BRACKET)
REINSTALL (E) AC
INSULATION IS
BEING INCREASED
AND THEREFORE A
CURB ADAPTOR IS
BEING ADDED.
MIN 10"
(N)CURB ADAPTOR,
(EXTENSION) THYBAR,
"MICROMETAL" OR EQUAL,
14GA CONSTRUCTION, ALL
WELDED JOINTS, HEIGHT TO BE
UP TO 24" TO MAINTAIN MIN 10"
FROM FINISHED ROOF TOP.
(N)16GAX4"WIDE
MOUNTING BRACKET.
FIELD FABRICATE. 3 PER
LONG SIDE, 2 PER
SHORT SIDE, 10 TOTAL
#10 SMS @12" O.C. ALONG EACH
SIDE OF UNIT.
(E)ANCHORAGE
CONTINUOUS SEALANT
ALL AROUND PERIMETER
(E)CONCRETE OVER METAL DECK
2"
TYP.
4" MIN.
(N) S.S. DRAWBAND, TYP.
(N) SEALANT, TYP. (SAD)
(N) SM. RAIN COLLAR, TYP.
PIPE
(N) PVC 60MIL FLASHING (SAD)
(N) LAP OR LIQUID SEALANT PER MFR. REQ'S. (SAD)
(N) PVC ROOFING ASSEMBLY, SEE
ARCHITECTURAL DRAWING (SAD)
EXTEND (E) PIPE TO MIN 12" ABOVE ROOF
FINISH MEMBRANE.
INSULATION WHERE OCCURS PER SPECS.
WHERE PIPING IS REQUIRED TO
BE INSULATE PROVIDE AP
ARMAFLEX CLOSED CELL
INSULATION W/ ALUMINUM
JACKET (PIPING WITHIN 6" OF
ROOF)
NEGATIVE PRESSURE
U TRAP OR
V TRAP
PIPE SIZE MATCH (E)
CLEAN OUT,
REMOVEABLE
SCREWED CAP.
PIPING SLOPE
TO
APPROVED
TERMINATION
POINT
SEE TRAP DETAIL ABOVE
N
NEGATIVE PRESSURE TRAP - DRAW THRU CONFIGURATION
N= NEGATIVE FAN PRESSURE (" W.C.)
H= N+ (1" MINIMUM)
H/2
H
H/2
FAN OFF FAN ON
1" MINIMUM
N=TSP
(E)AC OR AHU
NOTES:
1. REFER TO SPECIFICATION FOR DRAIN TRAP
AND PIPING REQUIREMENT.
2. STATIC PRESSURE TO BE TESTED. WITH
STATIC PRESSURE KNOWN, VERIFY EXISTING
CONDENSATE TRAP CONFIGURATION MEETS
SPECIFIED CONFIGURATION OR REPLACE WITH
NEW.
ROOFING INSULATION
(N)SINGLE PLY ROOF UP CURB
(E)AC CURB.
NOTES:
1. EXTEND (E)DUCT AND PROVIDE (N)OFFSET FITTINGS. SIZE AND GAUGE OF (N)DUCT AND FITTINGS
MATCH (E).
2. FIELD MEASURE (E)CURB SIZE FOR MATCHING UP W/ NEW CURB ADAPTOR.
3. NEW CURB EXTENSIONS SHALL BE CONTINUOUSLY WELDED 14GA GALV EQUAL TO THYBAR OR
MICROMETAL. FIELD COORDINATE ALL EXISTING DIMENSIONS AND INSULATION THICKNESS AT EACH
LOCATION TO MAINTAIN MIN IDENTIFIED HEIGHTS. (FIELD FABRICATED EXTENSIONS ARE
ACCEPTABLE WHERE THEY ARE EQUAL TO SPECIFIED PRODUCT).
20 GA GALV.
COUNTER FLASHING
PROVIDE RIGID INSULATION
4" SMS 12"O.C.
INSULATION IS
BEING INCREASED
AND THEREFORE A
CURB ADAPTOR IS
BEING ADDED.
MIN 10"
(N)CURB ADAPTOR,
(EXTENSION) THYBAR,
"MICROMETAL" OR EQUAL,
14GA CONSTRUCTION, ALL
WELDED JOINTS, HEIGHT TO BE
UP TO 24" TO MAINTAIN MIN 10"
FROM FINISHED ROOF TOP.
#10 SMS @12" O.C. ALONG EACH
SIDE OF UNIT.
(E)ANCHORAGE
CONTINUOUS SEALANT
ALL AROUND PERIMETER
(E)CONCRETE OVER METAL DECK
(E)AHU, TO BE
RAISED
SEALANT
#8 FASTENERS
@ MAX 16" O.C.
3"x3"x1/4" ANGLE x 3" LONG EA. ANCHOR
POINT @ 24"O.C.
FLEXIBLE CONNECTION
UNION
NOTE: PAINT ALL EXPOSED GAS COMPONENTS GRAY.
CGA OR AGA APPROVED
6" DIRT LEG
SEE PLANS FOR SIZE
RUNOUT TO FURNACE SECTION
MAY BE REDUCED TO SIZE TO
(E)GAS REGULATOR, TO BE
REUSED. IF NOT IN GOOD
CONDITION, REPLACE W/ (N)
(N)GAS VALVE. SIZE TO MATCH
PIPE FEEDING UNIT, TYP.
MATCH (E) CONNECTION SIZE
GAS PIPING CONNECT TO
2ND CONNECTION ON AHU,
PROVIDE SAME
CONFIGURATION AS 1ST
CONNECTION SHOWING ON
DETAIL.
FOR AHU ONLY. AC UNITS
AND WATER HEATERS DO
NOT HAVE 2ND
CONNECTION.
NOTES:
1. THIS DETAIL IS USED FOR CONDENSATE
DRAIN PIPING ONLY. OTHER PIPE SUPPORT
SEE DETAIL D/MP501.
Project Engineer:
U R L E YT M E C H A N IC A L
E N G I N E E R I N G
G R O U P, I N C.& ASSOCIATES
(916) 325-1065
FAX: (916) 325-1075
Email: office@turleymech.com
2431 Capitol Avenue Sacramento, CA 95816
Project Manager:
GYang
Job Number:
Project Drafter: Login:
Plot Date: Aug 25, 2023 - 4:07pm
22107-PH1JT
JT
SHEET NUMBER
S
TA
TE
O
F C
A
LI
FO
R
N
IA
D E P A R
TM
E N
T O
F C
O R
R E C
TI
O
N S A
N D
R E H
A B
IL
IT
A
TI
O N
FA
C
IL
IT
Y P
LA
N
N
IN
G , C
O N
S
TR
U C
TI
O
N A
N D
M A N
A G
E M
E N
T D
IV
IS
IO
N
DE
SI
G N
SE
RV
IC
ES
A
ND
S
TA
ND
AR
DS
B
RA
NC
H
DE
SI
G
N
SE
RV
IC
ES
S
EC
TI
O N
APPROVAL
L A C
V1
C A L
IF
O R
N
IA
S T A T E P
R
IS
O N
L O
S A
N G
E L E S C
O U
N T Y
T H
S T R
E E T , W
E S T
LA
N
C A S T E R
, C A
R E P L A C
E R
O O
F S
P H
A S E
A U
G U
S T
W O
R K
IN
G D
R A W
IN
G
S
. 1
A rc h it e ct s, I n c.
H
IB
S E R Y
A M
A U C
H I n d S tr e e t, S u it e
D a vi s, C
A
.7
.1 o ff ic e
.7
.4 f a x
MP501
M E C
H A N
IC
A L P
L U M
B
IN
G D
E T A
IL
S
V1
OFFICE OF THE STATE FIRE MARSHAL
shall be available on the project site at all times.
10/10/23
APPROVED FIRE AND PANIC ONLY
Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans
23-0002
11/20/2023 CASp-491 #1317
File details come from the government source that posted it. Updated .