21-040-LAC_Replace-Roofs-Phase1_Final-Drawings_47.pdf
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- Attached to
- FPCM-LAC-I001104-M035-RS
- Solicitation number
- 0000036277
- Issued by
- Los Angeles County, California
About this file
This document is a structural engineering detail sheet (Sheet S501) for a California Department of Corrections and Rehabilitation (CDCR) project located at California State Prison, Los Angeles County in Lancaster, CA. The sheet titled "TYPICAL DETAILS" provides comprehensive technical drawings for roof replacement work (Phase 1), specifically focusing on concrete repair, wall modifications, and structural reinforcement techniques. The project is associated with Job Number 21-040 and Project Number 5843.1, with design work completed by Hibser Yamauchi Architects, Inc. on August 31, 2023.
The detailed drawings include specific technical specifications for sawcut openings in existing concrete walls, concrete deterioration repair methods, pipe supports, wall extensions, and various structural connection techniques. Key technical elements include using epoxy dowels (Hilti HIT-HY 200), specific rebar placement requirements, galvanized steel components, anchor bolt specifications (Hilti Kwik Bolt TZ2), and precise measurements for wall and pipe modifications. The drawings have received approvals from the California Office of the State Fire Marshal (approval dated 10/10/23) and include a CASp (Certified Access Specialist) tracking number, indicating compliance with accessibility standards.
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Text version
DOWEL #4 BARS
INTO (E) CONC
CENTER SAWCUT
WITH (E) BM BELOW
(N) 3500 PSI LW CONC,
DEPTH TO MATCH EXISTING
(N) #4 @ 18"CC EA WAY
(N) 16GA DECK, DEPTH
TO MATCH EXISTING
PUDDLE WELD TO EVERY
LOW FLUTE @ 12"CC
(E) CONC TO BE
REMOVED TO CREATE
(N) OPENING
DRILL 1 1/2"Ø MAX
HOLE EA CORNER
PRIOR TO CHIPPING
SAWCUT EDGES CHIP
REMAINING AND REMOVE
REMAINING WEDGES,
DO NOT OVERCUT
(E) PRECAST CONC
WALL TO REMAIN
OPENING
SAWCUT OPENING IN EXISTING WALL
NOTE:
OPENING TO BE MAX 8"x18" @ SCUPPERS AND MAX 14"x25" @ ACCESS PANEL
#5 HORIZ BAR
S E E P
L A N
(E) PRE-CAST CONCRETE
WALL PER PLAN
EPOXY DOWELS
w/ HILTI HIT-HY 200
FOR CONTROL JOINT SEE
CMU TO MATCH WALL
THICKNESS w/ #5 VERTS @
8"CC TYP GROUT ALL CELLS
NOTE:
CONTRACTOR TO AVOID REBAR
IN (E) PRECAST WALL
3"
SAWCUT OR BUILD UP GROUT
BED AT TOP OF (E) CONC WALL
TO CREATE LEVEL SURFACE
S501w A R
C H
V E R
IF
Y
E M
B E D
4" 4"
VERTICAL BARS
CLEAR SPACE OR
COMPRESSABLE
MATERIAL IN JOINT
CL WCJ
SEE NOTES
CMU WALL GROUT
ALL CELLS
PREFORMED JOINT
FILLER
BACKING ROD AND
JOINT SEALANT
NOTE:
LOCATE CONTROL JOINTS IN ALIGNMENT WITH (E) WALL CONTROL JOINTS
PER 6/S501
M
A X
M
IN
A X
2" PL1/2x2x0'-4"
PL1/2x4x1'-3" w/ 3/4"Ø
HOLES FOR ANCHOR
ON 12 GA STEEL OR
EQUIVALENT
NOTES:
1. EXPOSED STEEL SHALL BE HOT DIP GALVANIZED.
2. ALL ANCHORS SHALL BE 5/8"ØSS HILTI KWIK BOLT
TZ2 w/ 3 1/4" EMBED, (2 PER BRACKET)
3. FOR 5/8"Ø ANCHORS TEST TO 60#-FT TORQUE.
4. BUSH HAMMER CONC FLAT AT ANCHOR POINT.
1 1/2"Ø STD PIPE
RAILS, SEE ARCH
HSS2.500x0.250
POST @ 6'-0" MAX
1/4
M
IN
.1 1/2"
" 4
1 1/2"1'-0"
1/4
TYP
(E) PRECAST CONC
WALL PER PLAN
CMU WALL EXTENSION
PER
S501
3" 1'-0"
A
A
(E) PRECAST CONC WALL
DRILL & EPOXY (5) #4 DOWELS
w/ 3" EMBED @ (E) PRECAST
CONC WALL
(3) #4 BARS @ 3"CC
CONC SCUPPER
VERIFY w/ ARCH
1'-0"
(E) PRECAST CONC WALL
SCUPPER OPNG PER
S501
SECTION A-A
6"
TYP
1"
EQ EQ
CL PIPE
T Y P
E Q
E Q
C L P
IP
E
PIPE POST
3/16
SECTION A-A
(4) 3/8"Ø HILTI KB-TZ2
w/ 2"EMBED
A A
(E) CONC o/ MTL DECK
STEEL TUBE 1 1/2x1 1/2x10GA
1/8
TUBE TO
TUBE TYP
STEEL GRATING,
SEE ARCH
STEEL TUBE 1 1/2x3x10GA
1/8
TUBE TO
PIPE TYP
M
IN1
1 1/4"Ø STD PIPE
POST, SEE ARCH
3/16
PIPE TO
PL TYP
PL1/4x2 1/2"Ø
BASE PL8x8x1/4;
1/6"OVERSIZED
HOLE TYP
BASE PL8x8x1/4;
1/6"OVERSIZED
HOLE TYP
1 1/2"Ø STD PIPE
POST, SEE ARCH
/2
/2
3/16
PL TO PL;
(3) SIDES
BENT PL1/4x4" LONG
(E) PIPE
OUTSIDE Ø+1"
(E P
IP
E O
U T S
ID
E Ø
M A X
/2
BENT PL1/4x3"x0'-8"x4"
LONG LLV
(2) 3/8"Ø HILTI KB-TZ2 SS
w/ 2" EMBED (E) CONC WALL
6" MIN
SECTION A-A
M
A X
C L E P
IP
E
A
A
(2) 3/8"Ø HILTI KB-TZ2 SS
w/ 2" EMBED
(E) CONC WALL
(E) PIPE
PIPE SUPPORT @
10'-0" CC MAX
2" 2"
(E) CONC CURB
#4 HORIZ BAR
E M
B E D
IN
C L R
/2
(E) WATER
HEATER LEG
3/4" CHAMFER TYP
CURB EXTENSION
WHERE NEEDED FOR
ROOFING MINIMUMS
(E) COND o/ MTL DECK
1/4
PL TO PL;
TYP
#4 VERT @ 12"CC w/ STD
HOOK; EPOXY DOWELS
w/ HILTI HIT-HY200
2" 10"
1/4
PL TO PL;
TYP
PL1/2x3x0'-6" EA SIDE OF LEG w/ (2) 3/4"Ø A307 BOLTS
MATCH IN FIELD SPACING
(E) WATER HEATER LEG
PL1/2x12x1'-2"
PL1/2x12x1'-2" EA SIDE OF CURB w/ (2) 3/4"Ø
THRU BOLTS
S
S TA TE OF CAL I FOR N I A
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600 Q STREET, SUITE 200
SACRAMENTO, CA 95811
916 443 0303
CALIFORNIA DEPARTMENT OF
CORRECTIONS AND REHABILITATION
ACCESS COMPLIANCE REVIEW
APPROVAL OF THIS PLAN DOES NOT
AUTHORIZE OR APPROVE ANY OMISSION OR
DEVIATION FROM THE APPLICABLE REGULATIONS.
TRACKING NUMBER:___________________
DATE:____________________________
REVIEWER:_________________________
APPROVAL
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S501
APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE
TYPICAL DETAILS
DETAIL
S501
1" = 1'-0"1
CONCRETE DETERIORATION REPAIR
DETAIL
S501
3" = 1'-0"5 329SD012 - Sawcut Opening in (e) Slab or (e) Wall
DETAIL
S501
1" = 1'-0" 6 Drafting 1
DETAIL
S501
1" = 1'-0"7 Drafting 2
DETAIL
S501
1" = 1'-0"3 Drafting 5
DETAIL
S501
1" = 1'-0"4 Drafting 3
DETAIL
S501
1" = 1'-0"9 Drafting 6
DETAIL
S501
1" = 1'-0"2 Drafting 11
DETAIL
S501
1" = 1'-0"10 Drafting 14
09/15/2023
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 .