14_-_Drawings.pdf
PDF 5 MB Posted
- Attached to
- FPCM-SAC-I001088-154-MF Sac Roof Replacement
- Solicitation number
- 0000036153
- Issued by
- California
About this file
The document is a set of architectural and structural drawings for a roof replacement project at the California State Prison in Sacramento, prepared by Hibser Yamauchi Architects for the California Department of Corrections and Rehabilitation (CDCR). The project, titled "CDCR SAC - Roof Replacement - Phase 1A", involves comprehensive roof renovation for 180 housing units across multiple facility sections (A1/A2, A3/A4, B1/B2, C1/C2, C3/C4, C5/C6, C7/C8). The drawings, dated February 8, 2021, detail a complete roof system replacement including demolition of existing roofing, installation of new 80-mil fully-adhered PVC membrane roofing, rigid insulation, protection boards, and associated components like scuppers, flashings, and parapet extensions.
The project includes specific technical specifications for roof reconstruction, with wind uplift ratings categorized into three zones (field at 60 PSF, perimeter at 90 PSF, and corners at 120 PSF). The structural drawings indicate work will be performed on existing concrete structures with precast planks, concrete columns, and walls, with careful attention to maintaining structural integrity during the renovation. The drawings also specify detailed requirements for materials, installation methods, and special inspections, including provisions for masonry construction, post-installed anchors, and welding testing. The project appears to be funded through the California Department of Corrections and Rehabilitation's Facility Planning, Construction and Management Division, with design services provided by the state's Design & Environmental Services & Standards Branch.
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| File | Type | Posted |
|---|---|---|
| 12_-_FPCM-SAC-I001088-154-MF.pdf | ||
| 14_-_Specs.pdf |
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Text version
0 100 200 300 40050100
SCALE : 1" =100'
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MO56
MO50
MINIMUM FACILITY
M19
T35
T36
T37
T38
T39
21.A
21.B
SUPPORT
FWF
T40
T41
T42
T31
T32
T33
T34
FACILITY A
FACILITY B
FACILITY C
A1
A2
A3
A4
A5
A6
A7
A8
B6
B3
B4
B5
B6
B7
B8
B2
B1
C1
C2
C3
C4
C5
C6
C7
C8
MAIN GATE
AC
AC
AC
AC
AC
A-101
O V
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A L
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MAINTENANCE GARAGE
CENTRAL MAINTENANCE
ARMORY
HOUSING FACILITY B-C
INFIRMARY
ADMINISTRATION
VISITING FACILITY A-C
CHAPEL FACILITY A-C
GYMNASIUM
MAIN KITCHEN
RECEIVING WAREHOUSE
ELECTRIC SUB-STATION
FAMILY VISITING
MINIMUM SUPPORT SERVICE
HOUSING FACILITY A
HOUSING FACILITY B
HOUSING FACILITY C
DORMITORY MIN. A
CENTRAL ADMINISTRATION
VOC. EDUCATION DRY CLEANING
SATELLITE KITCHEN
PLANT OPERATION
FOLSOM TRANSITIONAL TREATMENT CENTER
RECEIVING WAREHOUSE
P.I.A./ EOP/ PSU / AD-SEG
AD-SEG
ELECTRICAL SWITCHGEAR
P.I.A. WAREHOUSE
CTC / MHCB
MODULAR
MAINTENANCE STORAGE
SMALL MANAGEMENT YARD FAC. A
SMALL MANAGEMENT YARD FAC. B
PRIMARY CARE CLINIC
CENTRAL HEALTH SERVICES
A1/A8
B1 /B8
C1 / C8
15/16
1 9/M 1 9
21.A/21.B
27/28/29
31 /33
MO50
MO56
LOCAL FIRE AUTHORITY
FOLSOM CALIFORNIA CORRECTIONS AND REHABILITATIONS (CDCR)
300 PRISON ROAD, BOX 71
FOLSOM, CALIFORNIA 95630
N
BUILDING INDEX
GENERAL NOTES
SITE LEGEND
OVERALL SITE PLAN
SCALE: 1" = 100'
SHEET NUMBER
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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:_______________________________________
APPROVALS
CALIFORNIA STATE FIRE MARSHAL
AREA OF WORK (PHASE 1-A)
180 HOUSING UNITS - A1/A2, A3/A4,
B1/B2, C1/C2, C3/C4, C5/C6, C7/C8
1. LAY DOWN AREAS FOR REMOVED EQUIPMENT AND CONSTRUCTION WASTE
COLLECTION TO BE DETERMINED DURING CONSTRUCTION. THESE AREA(S)
SHALL NOT IMPACT, RESTRICT, OR PRECLUDE FIRE ACCESS OR IMPACT FIRE
SAFETY OF THE CONSTRUCTION SITE. THERE SHALL BE NO OBSTRUCTION TO
FIRE APPLIANCES, NOR SHALL THESE AREAS IMPACT SITE EGRESS.
MATERIALS LAYDOWN AREA-
(INSTALL TEMPORARY SECURITY FENCE
20 FT MIN AWAY FROM ANY BUILDING)
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XFMR PAD
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GEN. PAD
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SWBD
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UTIL. XFMR
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PRELIMINARY DRAWINGS
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DESIGN PHASE:
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FACILITY:
31'-3"
96'-3"
DEMOLITION LEGEND
AREA OF (E) BUILT-UP ROOFING SYSTEM TO BE REMOVED,
INCLUDING RIGID INSULATION, COUNTER FLASHING, FLASHING
AROUND PENETRATIONS, ETC. (E) 3" CONCRETE TOPPING OVER
PRECAST CONCRETE PLANK TO BE PATCHED AND REPAIRED AS
REQUIRED TO PREPARE STRUCTURE FOR NEW ROOF SYSTEM.
(E) WALKPAD TO BE REMOVED
GENERAL NOTES
1. ALL CONSTRUCTION DEBRIS GENERATED IN THE COURSE OF THIS PROJECT SHALL
BE REMOVED AND DISPOSED OF IN COMPLIANCE WITH ALL LOCAL, STATE AND
FEDERAL CODES AND REGULATIONS.
2. REPAIR/REPLACE ANY DAMAGED UTILITIES DURING THE COURSE OF WORK.
3. SOME ITEMS MAY NOT BE SHOWN DASHED ON THE THIS PLAN FOR FOR DEMOLITION.
FIELD SURVEY TO DETERMINE FULL EXTENT OF ITEMS INCLUDED WITH THIS
DEMOLITION WORK.
4. PROTECT BUILDING FROM DAMAGE WHICH MAY OCCUR FROM DEMOLITION, DUST,
WATER, ADVERSE WEATHER, ETC.
5. CONTRACTOR TO PATCH AND REPAIR ALL AREAS DAMAGED BY, OR INCIDENTAL TO
DEMOLITION AND/OR NEW WORK TO MATCH ADJACENT FINISHES UNLESS
OTHERWISE NOTED.
6. PAINT ALL (N) TRIMS AND FLASHING TO MATCH (E) COLOR.
7. REPLACE ALL (E) CONDUIT & PIPE SUPPORTS ON ROOF W/ (N) HARD PIPE SUPPORT
BLOCK.
8. REMOVE (E) CONDUIT OR PIPE IN CONFLICT WITH THE INSTALLATION OF (N) WORK.
REINSTALL AFTER COMPLETION OF (N) WORK.
9. REMOVE ALL (E) MECHANICAL UNITS, VENTS, AND FANS AS REQUIRED TO PERFORM
ROOFING AND FLASHING WORK. STORE AND PROTECT UNITS FOR REINSTALL TO
WORKING ORDER. SCHEDULE MEETING WITH HEAD OF MAINTENANCE AND
CONTRACTOR TO VERIFY WORKING ORDER OF HVAC SYSTEM PRIOR TO WORK AND
ONCE WORK IS COMPLETE.
10.PROTECT ALL LIVE PIPING, CONDUIT AND LOW VOLTAGE SERVICES PENETRATING
THE ROOF DURING DEMOLITION FOR FUTURE RECONNECTION.
11.PROTECT ELECTRICAL BOXES.
12. ALL INFORMATION SHOWN ON THE DRAWING RELATIVE TO (E) CONDITIONS IS GIVEN
AS THE BEST PRESENT KNOWLEDGE WITHOUT GUARANTEE OF ACCURACY. WHERE
ACTUAL CONDITIONS CONFLICT WITH THE DRAWING, THEY SHALL BE REPORTED TO
THE ARCHITECT SO THAT THE PROPER REVISIONS CAN BE MADE.
13. ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD.
14. FUEL GAS PIPING THAT SERVES ANY APPLIANCES THAT HAS BEEN DISCONNECTED
AND THEN RECONNECTED, SHALL BE INSPECTED AND TESTED FOR LEAKAGE IN
ACCORDANCE WITH CPC 1213, CMC 1303 AND NFPA 54.
SHEET NUMBER
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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:_______________________________________
APPROVALS
CALIFORNIA STATE FIRE MARSHAL
A-200
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A1/A2 A3/A4 B1/B2 C1/C2 C3/C4 C5/C6 C7/C8
1/16" = 1'-0"
0 5'
GRAPHIC SCALE:
50'
OVERALL ROOF PLAN - DEMOLITION (180 HOUSING UNITS - A1/A2, A3/A4, B1/B2, C1/C2, C3/C4, C5/C6, C7/C8)
SCALE: 1/16" = 1'-0"
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PRELIMINARY DRAWINGS
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DESIGN PHASE:
D01
TYP
D01
TYP
D05
D07
TYP
D14
TYP
D04
TYP
31'-3"
96'-3"
D01
TYP
D01
TYP
D05
D06
D08
TYP
D13
D13
D13
D10
TYP
D10
TYP
D12
TYP
D03
TYP
D01
TYP
D01
TYP
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DEMOLITION NOTES
(E) PARAPET COPING CAP TO BE REMOVED AND RECYCLED. INSPECT FOR WATER
DAMAGE.
REMOVE (E) MECHANICAL UNIT AND CURB. STORE AND PROTECT FOR
REINSTALLATION. COORDINATE WITH CDCR REPRESENTATIVE IF CRANE IS
REQUIRED.
D01
D02
D03
D04
D05
D06
D07
REMOVE (E) ROOF HATCH. INSPECT FOR DAMAGE AND REPLACE IF DAMAGED.
PROTECT AND STORE FOR REINSTALLATION ON NEW CURB.
D08
D09
D10
D11
(E) ROOF VENT PIPE TO REMAIN. REMOVE (E) FLASHING. EXTEND TO 12" AFR
WHERE NECESSARY.
DEMOLISH (E) WALK PADS, TYP.
D12
DEMOLITION LEGEND
AREA OF (E) BUILT-UP ROOFING SYSTEM TO BE REMOVED,
INCLUDING RIGID INSULATION, COUNTER FLASHING, FLASHING
AROUND PENETRATIONS, ETC. (E) 3" CONCRETE TOPPING OVER
PRECAST CONCRETE PLANK TO BE PATCHED AND REPAIRED AS
REQUIRED TO PREPARE STRUCTURE FOR NEW ROOF SYSTEM.
(E) WALKPAD TO BE REMOVED
GENERAL NOTES
1. ALL CONSTRUCTION DEBRIS GENERATED IN THE COURSE OF THIS PROJECT SHALL
BE REMOVED AND DISPOSED OF IN COMPLIANCE WITH ALL LOCAL, STATE AND
FEDERAL CODES AND REGULATIONS.
2. REPAIR/REPLACE ANY DAMAGED UTILITIES DURING THE COURSE OF WORK.
3. SOME ITEMS MAY NOT BE SHOWN DASHED ON THE THIS PLAN FOR FOR DEMOLITION.
FIELD SURVEY TO DETERMINE FULL EXTENT OF ITEMS INCLUDED WITH THIS
DEMOLITION WORK.
4. PROTECT BUILDING FROM DAMAGE WHICH MAY OCCUR FROM DEMOLITION, DUST,
WATER, ADVERSE WEATHER, ETC.
5. CONTRACTOR TO PATCH AND REPAIR ALL AREAS DAMAGED BY, OR INCIDENTAL TO
DEMOLITION AND/OR NEW WORK TO MATCH ADJACENT FINISHES UNLESS
OTHERWISE NOTED.
6. PAINT ALL (N) TRIMS AND FLASHING TO MATCH (E) COLOR.
7. REPLACE ALL (E) CONDUIT & PIPE SUPPORTS ON ROOF W/ (N) HARD PIPE SUPPORT
BLOCK.
8. REMOVE (E) CONDUIT OR PIPE IN CONFLICT WITH THE INSTALLATION OF (N) WORK.
REINSTALL AFTER COMPLETION OF (N) WORK.
9. REMOVE ALL (E) MECHANICAL UNITS, VENTS, AND FANS AS REQUIRED TO PERFORM
ROOFING AND FLASHING WORK. STORE AND PROTECT UNITS FOR REINSTALL TO
WORKING ORDER. SCHEDULE MEETING WITH HEAD OF MAINTENANCE AND
CONTRACTOR TO VERIFY WORKING ORDER OF HVAC SYSTEM PRIOR TO WORK AND
ONCE WORK IS COMPLETE.
10.PROTECT ALL LIVE PIPING, CONDUIT AND LOW VOLTAGE SERVICES PENETRATING
THE ROOF DURING DEMOLITION FOR FUTURE RECONNECTION.
11.PROTECT ELECTRICAL BOXES.
12. ALL INFORMATION SHOWN ON THE DRAWING RELATIVE TO (E) CONDITIONS IS GIVEN
AS THE BEST PRESENT KNOWLEDGE WITHOUT GUARANTEE OF ACCURACY. WHERE
ACTUAL CONDITIONS CONFLICT WITH THE DRAWING, THEY SHALL BE REPORTED TO
THE ARCHITECT SO THAT THE PROPER REVISIONS CAN BE MADE.
13. ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD.
14. FUEL GAS PIPING THAT SERVES ANY APPLIANCES THAT HAS BEEN DISCONNECTED
AND THEN RECONNECTED, SHALL BE INSPECTED AND TESTED FOR LEAKAGE IN
ACCORDANCE WITH CPC 1213, CMC 1303 AND NFPA 54.
NOT USED
(E) OVERFLOW SCUPPER TO BE FILLED-IN.
D13
NOT USED
REMOVE AND PROTECT (E) EXHAUST FAN.
DEMOLISH (E) ROOF DRAIN, CAP ABANDONED DRAIN PIPE, SEE DETAIL
(E) ROOF MOUNTED ELECTRICAL CONDUIT TO BE REMOVE AND REPLACE,
OCCUR AT 180 HOUSING UNIT A3/A4 ONLY, SED
REMOVE (E) CRICKET
(E) ELECTRICAL CONDUIT PIPE PENETRATION TO BE REMOVED AND
RE-INSTALLED, SED.
D14
(E) WALL MOUNTED ELECTRICAL CONDUIT TO REMAIN, PROTECT IN PLACE, SED
A-901
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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:_______________________________________
APPROVALS
CALIFORNIA STATE FIRE MARSHAL
A-201
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5'
1/8" = 1'-0"
0 25'10' 15' 20'
GRAPHIC SCALE
PARTIAL ENLARGED ROOF PLAN - DEMOLITION (180 HOUSING UNITS - A1/A2, A3/A4, B1/B2, C1/C2, C3/C4, C5/C6, C7/C8)
SCALE: 1/8" = 1'-0"
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PRELIMINARY DRAWINGS
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DESIGN PHASE:
D05
D07
TYP
D01
TYP
D07
TYP
D14
TYP
31'-3"
96'-3"
D01
TYP
D01
TYP
D02
D08
TYP
D13
D13
D10
TYP
D10
TYP
D10
TYP
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TYP
D03
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TYP
D01
TYP
D01
TYP
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TYP
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TYP
D08
TYP
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TYP
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DEMOLITION NOTES
(E) PARAPET COPING CAP TO BE REMOVED AND RECYCLED. INSPECT FOR WATER
DAMAGE.
REMOVE (E) MECHANICAL UNIT AND CURB. STORE AND PROTECT FOR
REINSTALLATION. COORDINATE WITH CDCR REPRESENTATIVE IF CRANE IS
REQUIRED.
D01
D02
D03
D04
D05
D06
D07
REMOVE (E) ROOF HATCH. INSPECT FOR DAMAGE AND REPLACE IF DAMAGED.
PROTECT AND STORE FOR REINSTALLATION ON NEW CURB.
D08
D09
D10
D11
(E) ROOF VENT PIPE TO REMAIN. REMOVE (E) FLASHING. EXTEND TO 12" AFR
WHERE NECESSARY.
DEMOLISH (E) WALK PADS, TYP.
D12
DEMOLITION LEGEND
AREA OF (E) BUILT-UP ROOFING SYSTEM TO BE REMOVED,
INCLUDING RIGID INSULATION, COUNTER FLASHING, FLASHING
AROUND PENETRATIONS, ETC. (E) 3" CONCRETE TOPPING OVER
PRECAST CONCRETE PLANK TO BE PATCHED AND REPAIRED AS
REQUIRED TO PREPARE STRUCTURE FOR NEW ROOF SYSTEM.
(E) WALKPAD TO BE REMOVED
NOT USED
(E) OVERFLOW SCUPPER TO BE FILLED-IN.
D13
NOT USED
REMOVE AND PROTECT (E) EXHAUST FAN.
DEMOLISH (E) ROOF DRAIN, CAP ABANDONED DRAIN PIPE, SEE DETAIL
(E) ROOF MOUNTED ELECTRICAL CONDUIT TO BE REMOVE AND REPLACE,
OCCUR AT 180 HOUSING UNIT A3/A4 ONLY, SED
REMOVE (E) CRICKET
(E) ELECTRICAL CONDUIT PIPE PENETRATION TO BE REMOVED AND
RE-INSTALLED, SED.
D14
(E) WALL MOUNTED ELECTRICAL CONDUIT TO REMAIN, PROTECT IN PLACE, SED
A-901
SHEET NUMBER
P
M
E
T
E
C-26566
RENEWAL
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A
C
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L
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A
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N
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RDATE
F L
A
I
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F
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S
N
I
C
H
D
A R
H
I
C
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A A
Y
N
E
K
02-28-2021
R E
V
D A
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D
E S
C R
I P
T I O
N
D A
T E
F E
B R
U A
J O
B
N
O
H
IB
SE
R
YA
M
AU
C
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8.
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P
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C D
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F
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E M
E N
T
P H
A S E
A
C D
A L I F O
R N
I A
S T A T E
P R
I S O
N
S A C
R A M
E N
T O
P
R I S
A
D
R E
P R
E S
A
C
A
S A
C
S T
A T
E
O
F
C
A L
I F
O R
N I A
D E
P A
R T
M E
C
O R
R E
C T
I O
H
A B
I L
I T
A T
I O
N
F A
C I L
I T
Y
P
L A
N N
I N
G
C
O N
S T
R U
C T
I O
N
A
N
A G
E M
E N
T
D
I V
I S
I O
N
D E
S I G
V
I R
O N
M E
N T
R
V I C
A
N D
A R
A
N C
H
D E
S I G
N
S
E R
V I C
E S
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:_______________________________________
APPROVALS
CALIFORNIA STATE FIRE MARSHAL
A-202
P A
R T
I A
L
E
N L
A R
G E
D
R
O O
F
P
L A
N
D
E M
O L
I T
I O
N
M A
T C
H L I N
E
S
E
5'
1/8" = 1'-0"
0 25'10' 15' 20'
GRAPHIC SCALE
PARTIAL ENLARGED ROOF PLAN - DEMOLITION (180 HOUSING UNITS - A1/A2, A3/A4, B1/B2, C1/C2, C3/C4, C5/C6, C7/C8)
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
EE
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AutoCAD SHX Text V
AutoCAD SHX Text R
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AA
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BB
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AutoCAD SHX Text W
AutoCAD SHX Text Z
AutoCAD SHX Text T
AutoCAD SHX Text X
AutoCAD SHX Text Y
AutoCAD SHX Text
PRELIMINARY DRAWINGS
AutoCAD SHX Text
DESIGN PHASE:
C
A-501
N
S
L
O
P
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
D
A
B
A
C
A
F
A-501
E
A
D
A
C
A-501
A
A-501
B
A-501
A-601
31'-3"
95'-8"
REMODEL LEGEND
(N) 80 MIL, FULLY-ADHERED (CLASS A, UL 790) POLYVINYL
CHLORIDE (PVC) MEMBRANE ROOFING SYSTEM OVER 1/2"
PROTECTION BOARD OVER 6" RIGID INSULATION. PROVIDE
NEW FLASHING FOR ALL (E) ROOF PENETRATIONS.
COORDINATE RE-ROOFING WITH (E) UTILITIES AND
ELECTRICAL CONDUITS.
(N) PVC WALKPAD COMPATIBLE W/ (N) MEMBRANE. SURFACE
MUST BE 36" MIN. WIDE, AND INCREASED TO 72" MIN. WIDE
WHERE INDICATED AT MECHANICAL EQUIPMENT.
(N) PARAPET WALL EXTENSION, COLOR AND FINISH TO MATCH (E).
GENERAL NOTES
1. ALL CONSTRUCTION DEBRIS GENERATED IN THE COURSE OF THIS PROJECT SHALL
BE REMOVED AND DISPOSED OF IN COMPLIANCE WITH ALL LOCAL, STATE AND
FEDERAL CODES AND REGULATIONS.
2. REPAIR/REPLACE ANY DAMAGED UTILITIES DURING THE COURSE OF WORK.
3. SOME ITEMS MAY NOT BE SHOWN DASHED ON THE THIS PLAN FOR FOR DEMOLITION.
FIELD SURVEY TO DETERMINE FULL EXTENT OF ITEMS INCLUDED WITH THIS
DEMOLITION WORK.
4. PROTECT BUILDING FROM DAMAGE WHICH MAY OCCUR FROM DEMOLITION, DUST,
WATER, ADVERSE WEATHER, ETC.
5. CONTRACTOR TO PATCH AND REPAIR ALL AREAS DAMAGED BY, OR INCIDENTAL TO
DEMOLITION AND/OR NEW WORK TO MATCH ADJACENT FINISHES UNLESS
OTHERWISE NOTED.
6. PAINT ALL (N) TRIMS AND FLASHING TO MATCH (E) COLOR.
7. REPLACE ALL (E) CONDUIT & PIPE SUPPORTS ON ROOF W/ (N) HARD PIPE SUPPORT
BLOCK.
8. REMOVE (E) CONDUIT OR PIPE IN CONFLICT WITH THE INSTALLATION OF (N) WORK.
REINSTALL AFTER COMPLETION OF (N) WORK.
9. REMOVE ALL (E) MECHANICAL UNITS, VENTS, AND FANS AS REQUIRED TO PERFORM
ROOFING AND FLASHING WORK. STORE AND PROTECT UNITS FOR REINSTALL TO
WORKING ORDER. SCHEDULE MEETING WITH HEAD OF MAINTENANCE AND
CONTRACTOR TO VERIFY WORKING ORDER OF HVAC SYSTEM PRIOR TO WORK AND
ONCE WORK IS COMPLETE.
10.PROTECT ALL LIVE PIPING, CONDUIT AND LOW VOLTAGE SERVICES PENETRATING
THE ROOF DURING DEMOLITION FOR FUTURE RECONNECTION.
11.PROTECT ELECTRICAL BOXES.
12. ALL INFORMATION SHOWN ON THE DRAWING RELATIVE TO (E) CONDITIONS IS GIVEN
AS THE BEST PRESENT KNOWLEDGE WITHOUT GUARANTEE OF ACCURACY. WHERE
ACTUAL CONDITIONS CONFLICT WITH THE DRAWING, THEY SHALL BE REPORTED TO
THE ARCHITECT SO THAT THE PROPER REVISIONS CAN BE MADE.
13. ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD.
14. FUEL GAS PIPING THAT SERVES ANY APPLIANCES THAT HAS BEEN DISCONNECTED
AND THEN RECONNECTED, SHALL BE INSPECTED AND TESTED FOR LEAKAGE IN
ACCORDANCE WITH CPC 1213, CMC 1303 AND NFPA 54.
SHEET NUMBER
A
M
E
T
E
C-26566
RENEWAL
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02-28-2021
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N
D A
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B R
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AU
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H I A rc hi te ct s, In c.
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S tre et , S ui te
D av is
C A
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8.
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0.
8.
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P
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C D
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F
R
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E M
E N
T
P H
A S E
A
C D
A L I F O
R N
I A
S T A T E
P R
I S O
N
S A C
R A M
E N
T O
P
R I S
A
D
R E
P R
E S
A
C
A
S A
C
S T
A T
E
O
F
C
A L
I F
O R
N I A
D E
P A
R T
M E
C
O R
R E
C T
I O
H
A B
I L
I T
A T
I O
N
F A
C I L
I T
Y
P
L A
N N
I N
G
C
O N
S T
R U
C T
I O
N
A
N
A G
E M
E N
T
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I V
I S
I O
N
D E
S I G
V
I R
O N
M E
N T
R
V I C
A
N D
A R
A
N C
H
D E
S I G
N
S
E R
V I C
E S
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:_______________________________________
APPROVALS
CALIFORNIA STATE FIRE MARSHAL
OVERALL ROOF PLAN - REMODEL (180 HOUSING UNITS - A1/A2, A3/A4, B1/B2, C1/C2, C3/C4, C5/C6, C7/C8)
SCALE: 3/32" = 1'-0"
A-400
O V
E R
A L
L
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O O
F
P
L A
N R
E M
O D
E L
U
S I N
G
U
N I T
S A
A
A
A
B
B
C
C
C
C
C
C
C
C
N
N
N
N
N
N
N
A1/A2 A3/A4 B1/B2 C1/C2 C3/C4 C5/C6 C7/C8
1/16" = 1'-0"
0 5'
GRAPHIC SCALE:
50'
M A
T C
H L I N
E
S
H E
M A
T C
H L I N
E
S
H E
M A
T C
H L
I N
E
S
H E
M A
T C
H L
I N
E
S
H E
./5080-CCC Chapel Admin-A3.0.dwg ./5080-CCC Chapel Admin-A3.0.dwg ./5080-CCC Chapel Admin-A3.0.dwg ./5080-CCC Chapel Admin-A3.0.dwg ./5080-CCC Chapel Admin-A3.0.dwg AutoCAD SHX Text
HH
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AutoCAD SHX Text Z
AutoCAD SHX Text T
AutoCAD SHX Text X
AutoCAD SHX Text Y
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text L
./5080-CCC Chapel Admin-A3.0.dwg ./5080-CCC Chapel Admin-A3.0.dwg ./5080-CCC Chapel Admin-A3.0.dwg ./5080-CCC Chapel Admin-A3.0.dwg ./5080-CCC Chapel Admin-A3.0.dwg AutoCAD SHX Text
PRELIMINARY DRAWINGS
AutoCAD SHX Text
DESIGN PHASE:
A-501
31'-3"
95'-8"
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
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S
L
O
N
S
L O
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S
L
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N
S
L
O
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
B
A
C
A
F
A-501
A
A-501
B
A-501
TYP
A-601
T Y
P
TYP
TYP
TYP
TYP
TYP
REMODEL NOTES
(N) METAL COPING AT PARAPET, SEE DETAIL
A-900
RE-INSTALL (E) ROOF HATCH ON (N) CURB. SEE DETAIL
A-902
(N) GUARDRAIL, SEE DETAIL
A-902
(N) WALK-PAD
A-900
(E) MECHANICAL UNIT RE-INSTALLED OVER (N) RAISED CURB. SMD
REINSTALL (E) EXHAUST FAN, SMD.
(N) BOOT FLASHING AT (E) VENT PIPE
REINSTALL (E) CONDENSATE PIPE ON (N) SUPPORT BLOCK, SMD.
(N) CRICKET
(N) OVERFLOW SCUPPER
A-900
A-900
A-900
(N) BOOT FLASHING AT (E) ELECTRICAL CONDUIT PIPE
A-900
(RE) ELECTRICAL CONDUIT, OCCUR AT 180 HOUSING UNIT A3/A4 ONLY, SED
(N) PRIMARY SCUPPER
REMODEL LEGEND
(N) 80 MIL, FULLY-ADHERED (CLASS A, UL 790) POLYVINYL
CHLORIDE (PVC) MEMBRANE ROOFING SYSTEM OVER 1/2"
PROTECTION BOARD OVER 6" RIGID INSULATION. PROVIDE
NEW FLASHING FOR ALL (E) ROOF PENETRATIONS.
COORDINATE RE-ROOFING WITH (E) UTILITIES AND
ELECTRICAL CONDUITS.
(N) PVC WALKPAD COMPATIBLE W/ (N) MEMBRANE. SURFACE
MUST BE 36" MIN. WIDE, AND INCREASED TO 72" MIN. WIDE
WHERE INDICATED AT MECHANICAL EQUIPMENT.
(N) PARAPET WALL EXTENSION, COLOR AND FINISH TO MATCH (E).
(N) CONDUCTOR HEAD AND DOWNSPOUT, SEE DETAIL
A-900
A-901
A-901
A-901
(E) EXHAUST FAN TO REMAIN
(E) RELIEF HOOD TO REMAIN
(E) MECHANICAL EQUIPMENT TO REMAIN
EXTEND AS REQUIRED.
*NOTE: QUANTITY IS APPROXIMATE FOR
OVERALL PROJECT, VERIFY IN FIELD
EQUIPMENT LEGEND
(E) MECHANICAL EQUIPMENT TO REMAIN
QTY.
DESCRIPTIONSYMBOLS
(E) VENT PIPE PENETRATION TO REMAIN,
SHEET NUMBER
P
M
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C-26566
RENEWAL
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02-28-2021
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B R
U A
J O
B
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R
YA
M
AU
C
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S tre et , S ui te
D av is
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0.
8.
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P
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C D
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F
R
E P L A C
E M
E N
T
P H
A S E
A
C D
A L I F O
R N
I A
S T A T E
P R
I S O
N
S A C
R A M
E N
T O
P
R I S
A
D
R E
P R
E S
A
C
A
S A
C
S T
A T
E
O
F
C
A L
I F
O R
N I A
D E
P A
R T
M E
C
O R
R E
C T
I O
H
A B
I L
I T
A T
I O
N
F A
C I L
I T
Y
P
L A
N N
I N
G
C
O N
S T
R U
C T
I O
N
A
N
A G
E M
E N
T
D
I V
I S
I O
N
D E
S I G
V
I R
O N
M E
N T
R
V I C
A
N D
A R
A
N C
H
D E
S I G
N
S
E R
V I C
E S
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:_______________________________________
APPROVALS
CALIFORNIA STATE FIRE MARSHAL
A-401
P A
R T
I A
L
E
N L
A R
G E
D
R
O O
F
P
L A
N
R
E M
O D
E L
M A
T C
H L I N
E
S
E
M A
T C
H L I N
E
S
E
5'
1/8" = 1'-0"
0 25'10' 15' 20'
GRAPHIC SCALE
PARTIAL ENLARGED ROOF PLAN - REMODEL (180 HOUSING UNITS - A1/A2, A3/A4, B1/B2, C1/C2, C3/C4, C5/C6, C7/C8)
SCALE: 1/8" = 1'-0"
AutoCAD SHX Text
HH
AutoCAD SHX Text P
AutoCAD SHX Text
GG
AutoCAD SHX Text
LL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text O
AutoCAD SHX Text
JJ
AutoCAD SHX Text
KK
AutoCAD SHX Text
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AutoCAD SHX Text
JJ
AutoCAD SHX Text N
AutoCAD SHX Text M
AutoCAD SHX Text L
./5080-CCC Chapel Admin-A3.0.dwg ./5080-CCC Chapel Admin-A3.0.dwg ./5080-CCC Chapel Admin-A3.0.dwg ./5080-CCC Chapel Admin-A3.0.dwg ./5080-CCC Chapel Admin-A3.0.dwg AutoCAD SHX Text
PRELIMINARY DRAWINGS
AutoCAD SHX Text
DESIGN PHASE:
31'-3"
95'-8"
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
N
S
L
O
TYP
TYP
D
A
E
A
D
A
C
A-501
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
REMODEL NOTES
(N) METAL COPING AT PARAPET, SEE DETAIL
A-900
RE-INSTALL (E) ROOF HATCH ON (N) CURB. SEE DETAIL
A-902
(N) GUARDRAIL, SEE DETAIL
A-902
(N) WALK-PAD
A-900
(E) MECHANICAL UNIT RE-INSTALLED OVER (N) RAISED CURB. SMD
REINSTALL (E) EXHAUST FAN, SMD.
(N) BOOT FLASHING AT (E) VENT PIPE
REINSTALL (E) CONDENSATE PIPE ON (N) SUPPORT BLOCK, SMD.
(N) CRICKET
(N) OVERFLOW SCUPPER
A-900
A-900
A-900
(N) BOOT FLASHING AT (E) ELECTRICAL CONDUIT PIPE
A-900
(RE) ELECTRICAL CONDUIT, OCCUR AT 180 HOUSING UNIT A3/A4 ONLY, SED
(N) PRIMARY SCUPPER
REMODEL LEGEND
(N) 80 MIL, FULLY-ADHERED (CLASS A, UL 790) POLYVINYL
CHLORIDE (PVC) MEMBRANE ROOFING SYSTEM OVER 1/2"
PROTECTION BOARD OVER 6" RIGID INSULATION. PROVIDE
NEW FLASHING FOR ALL (E) ROOF PENETRATIONS.
COORDINATE RE-ROOFING WITH (E) UTILITIES AND
ELECTRICAL CONDUITS.
(N) PVC WALKPAD COMPATIBLE W/ (N) MEMBRANE. SURFACE
MUST BE 36" MIN. WIDE, AND INCREASED TO 72" MIN. WIDE
WHERE INDICATED AT MECHANICAL EQUIPMENT.
(N) PARAPET WALL EXTENSION, COLOR AND FINISH TO MATCH (E).
(N) CONDUCTOR HEAD AND DOWNSPOUT, SEE DETAIL
A-900
A-901
A-901
A-901
(E) EXHAUST FAN TO REMAIN
(E) RELIEF HOOD TO REMAIN
(E) MECHANICAL EQUIPMENT TO REMAIN
EXTEND AS REQUIRED.
*NOTE: QUANTITY IS APPROXIMATE FOR
OVERALL PROJECT, VERIFY IN FIELD
EQUIPMENT LEGEND
(E) MECHANICAL EQUIPMENT TO REMAIN
QTY.
DESCRIPTIONSYMBOLS
(E) VENT PIPE PENETRATION TO REMAIN,
SHEET NUMBER
P
M
E
T
E
C-26566
RENEWAL
O
S
T
T
A
C
I
L
E
T
A
I
N
C
RDATE
F L
A
I
C
F
O
E
S
N
I
C
H
D
A R
H
I
C
U
M
A A
Y
N
E
K
02-28-2021
R E
V
D A
T E
D
E S
C R
I P
T I O
N
D A
T E
F E
B R
U A
J O
B
N
O
H
IB
SE
R
YA
M
AU
C
H I A rc hi te ct s, In c.
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S tre et , S ui te
D av is
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0.
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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:_______________________________________
APPROVALS
CALIFORNIA STATE FIRE MARSHAL
A-402
P A
R T
I A
L
E
N L
A R
G E
D
R
O O
F
P
L A
N
R
E M
O D
E L
M A
T C
H L I N
E
S
E
5'
1/8" = 1'-0"
0 25'10' 15' 20'
GRAPHIC SCALE
PARTIAL ENLARGED ROOF PLAN - REMODEL (180 HOUSING UNITS - A1/A2, A3/A4, B1/B2, C1/C2, C3/C4, C5/C6, C7/C8)
SCALE: 1/8" = 1'-0"
./5080-CCC Chapel Admin-A3.0.dwg ./5080-CCC Chapel Admin-A3.0.dwg ./5080-CCC Chapel Admin-A3.0.dwg ./5080-CCC Chapel Admin-A3.0.dwg ./5080-CCC Chapel Admin-A3.0.dwg AutoCAD SHX Text
EE
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./5080-CCC Chapel Admin-A3.0.dwg ./5080-CCC Chapel Admin-A3.0.dwg AutoCAD SHX Text
PRELIMINARY DRAWINGS
AutoCAD SHX Text
DESIGN PHASE:
C
L
0'-0"
T.O. (E) F.F.
24'-4"
TOP OF (E) PARAPET
25'-8"
TOP OF (E) PARAPET
TYP
TYP
M A
T C
H L
I N
E
F A B C
TYP
BUILDING ELEVATION NOTES
(N) METAL COPING AT PARAPET, SEE DETAIL
(N) OVERFLOW SCUPPER, SEE DETAIL
(N) PRIMARY SCUPPER, SEE DETAIL
(N) CONDUCTOR HEAD AND DOWNSPOUT, SEE DETAIL
(N) PARAPET EXTENSION, SEE DETAIL
(N) GUARDRAIL, SEE DETAIL
(E) TILT-UP CONCRETE PANEL
A-900
A-901
A-900
A-900
A-901
A-902
A-901
A-901
C
L
0'-0"
T.O. (E) F.F.
24'-4"
TOP OF (E) PARAPET
25'-8"
TOP OF (E) PARAPET
TYP
TYP
TYP
M A
T C
H L
I N
E
FEDC
TYP
TYP
0'-0"
T.O. (E) F.F.
24'-4"
TOP OF (E) PARAPET
28'-4"
TOP OF (N) PARAPET
TYP
TYP
DCB
SHEET NUMBER
P
M
E
T
E
C-26566
RENEWAL
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F L
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02-28-2021
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S
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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:_______________________________________
APPROVALS
CALIFORNIA STATE FIRE MARSHAL
A-501
T Y
P I C
L
U
S I N
G
U
N I
U I L
D I N
G
S
E C
T I O
N S
TYPICAL 180 HOUSING UNIT BUILDING ELEVATIONS
SCALE: 1/16" = 1'-0"
TYPICAL 180 HOUSING UNIT BUILDING ELEVATIONS
SCALE: 1/16" = 1'-0"
TYPICAL 180 HOUSING UNIT BUILDING ELEVATIONS
SCALE: 1/16" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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PRELIMINARY DRAWINGS
AutoCAD SHX Text
DESIGN PHASE:
0'-0"
T.O. (E) F.F.
24'-4"
TOP OF (E) PARAPET
28-4"
TOP OF (N) PARAPET
25'-8"
TOP OF (N) PARAPET
24'-4"
TOP OF (E) PARAPET
0'-0"
1/2
1'-0
SLOPE
TYP
BUILDING SECTION NOTES
(N) CONDUCTOR HEAD W/ OVERFLOW AND DOWNSPOUT.
(N) PVC ROOF ASSEMBLY, SEE DETAIL
(N) SPLASH BLOCK
(N) CRICKET, SEE DETAIL
(E) TILT-UP CONCRETE PANEL
(E) CONCRETE DECK
(N) METAL COPING AT PARAPET, SEE DETAIL
A-900
(N) PARAPET EXTENSION, SEE DETAIL
A-901
(N) PRIMARY SCUPPER, SEE DETAIL
A-900
(N) OVERFLOW SCUPPER, SEE DETAIL
A-900
A-901
A-900
A-901
A-901
(E) MECHANICAL UNIT RE-INSTALLED OVER (N) RAISED CURB. SMD
0'-0"
T.O. (E) F.F.
24'-4"
TOP OF (E) PARAPET
24'-4"
TOP OF (E) PARAPET
27'-0"
TOP OF (N) PARAPET
25'-8"
TOP OF (N) PARAPET
03 02
TYP
1/2
1'-0
SLOPE
TYP
SHEET NUMBER
P
M
E
T
E
C-26566
RENEWAL
O
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T
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A
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I
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A
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02-28-2021
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S I G
N
S
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V I C
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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:_______________________________________
APPROVALS
CALIFORNIA STATE FIRE MARSHAL
A-601
T Y
P I C
L
U
S I N
G
U
N I
U I L
D I N
G
S
E C
T I O
N S
5'
1/8" = 1'-0"
0 25'10' 15' 20'
GRAPHIC SCALE
TYPICAL 180 HOUSING UNIT BUILDING SECTIONS
SCALE: 1/8" = 1'-0"
TYPICAL 180 HOUSING UNIT BUILDING SECTIONS
SCALE: 1/8" = 1'-0"
5'
1/8" = 1'-0"
0 25'10' 15' 20'
GRAPHIC SCALE
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AutoCAD SHX Text Z
AutoCAD SHX Text W
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PRELIMINARY DRAWINGS
AutoCAD SHX Text
DESIGN PHASE:
(N) STACKED TAPERED RIGID
INSULATION BOARD
ADHERED TO ROOF
SHEATHING
(N) PVC ROOFING SLOPED
TO DRAIN, SEE DETAILS THIS
SHEET
(N) 1/2" RIGID PROTECTION
BOARD, ADHERE TO
INSULATION
(N) PVC ROOFING
MEMBRANE, ADHERE TO
PROTECTION BOARD
CRICKET ASSEMBLY
SCALE: 1/2" = 1'-0"
S
L
O
P
E
S
L
O
P
E
S
L
O
P
E
ROOF DECK
VERTICAL SURFACE/
WALL OR CURB
ROOF SLOPE
RIGID INSULATION
CRICKET RIDGE
(0 % SLOPE)
ROOF CRICKET ASSEMBLY DIAGRAM
CRICKET
SLOPE
DIRECTION
SINGLE PLY ROOF ASSEMBLY
SCALE: 3" = 1'-0"
(N) 1/2" PROTECTION
BOARD. BOARD TO BE
SILICONIZED GYP.
SHEATHING W/
FIBERGLASS FACER
MATT., FULLY ADHERED
(N) PVC MEMBRANE
LAP MEM. PER MFR.
REQ'S.
(N) 6" MIN. (R-30) RIGID
INSULATION, EACH
LAYER FULLY ADHERED
(N) ADHESIVE PER
ROOFING MFR.
(E) LIGHTWEIGHT
CONCRETE TOPPING
ON METAL DECK
4" MIN
WALKPAD INSTALLATION
SCALE: N.T.S.
(N) PVC WALKPAD HEAT WELDED IN PLACE ALL 4 SIDES. DO NOT
CROSS FIELD SEAMS. START AND STOP WALK PAD INSTALLATION
2" FROM FIELD SEAM.
(N) PVC FIELD SEAM
(N) PVC WALK PAD
(N) PVC FIELD
MEMBRANE
(N) HEAT WELDED OUTSIDE EDGE
(N)
" PROTECTION BOARD
(N) 6" MIN. RIGID INSULATION
PVC UNIVERSAL CORNERS
PVC ROOFING ASSEMBLY,
SEE
PVC COATED
GALVANIZED SHEET
METAL (24 GA. MIN.)
PVC COVER STRIP OVER
COATED METAL
OVERFLOW SCUPPER ISOMETRIC
SCALE: N.T.S.
PVC FLASHING MEMBRANE,
SEE DETAIL
FIRE RETARDANT
TREATED WOOD
NAILER
NOTES:
1. (N) 22 GA. S.M. COPING & REGLETS TO BE PRE-FINISHED W/ KYNAR.
2. COLORS TO MATCH EXISTING.
3. SOLDER ALL JOINTS.
S L O
P E
D N
(N) 22 GA G.S.M. COPING CAP.
(N) FIRE RETARDANT TREATED
2X TOP PLATE
(N) ADHESIVE COLD APPLIED
MEMBRANE LAPPED OVER TOP
PLATE AND 2" DOWN VERTICAL
SURFACES, TYP.
(N) 3/8" Ø HILTI KWIK BOLT 3 SS
(COUNTERSUNK) EXPANSION
ANCHOR W/ 2" MIN. EMBED
@ 4'-0" O.C. TYP.
(N) CONT. CAULKING TYP.
(N) PVC FLASHING TO WRAP
OVER PARAPET.
METAL COPING AT PARAPET
SCALE: 3'-0" = 1'-0"
4"
LAP JOINT
(N) 22 GA. G.S.M. COPING CAP.
(N) 2X FIRE-TREATED WOOD NAILER.
(N) 3/8" Ø HILTI KWIK BOLT 3 SS
(COUNTERSUNK) EXPANSION ANCHOR
W/ 2" MIN. EMBED @ 4'-0" O.C. TYP.
(N) CMU.
S
L
O
(N) PVC FLASHING TO WRAP
OVER PARAPET.
10'-0" MAX.
TO NEXT LAP JOINT
METAL COPING LAP JOINT DETAIL
SCALE: 3'-0" = 1'-0"
NOTE:
1. FOR METAL COPING
LAP JOINT, SEE DETAIL
(N) PLASTER
FINISH.
FINISH AND
COLOR TO
MATCH (E)
WALL.
(N) CMU.
M I N
METAL CLEAT, 24 GA MIN
METAL CLEAT, 24 GA MIN
CURB FLASHING DETAIL
SCALE: 3" = 1'-0"
(N) HEAT WELDED LAP
(N) FASTENER AND PLATE
(N) PVC FLASHING MEMBRANE, FULLY
ADHERED TO SUBSRATE
(N) PVC BONDING ADHESIVE
(N) TERMINATION BAR AND
FASTENERS PER MANUFACTURER'S
RECOMMENDATIONS
(N) SPECIFIED SEALANT TOOLED NEATLY
(N) 24 GA. MIN. G.S.M. COUNTERFLASHING
(N) BUTYL TAPE
NOTE:
1. ALL FLASHING SHALL BE A MINIMUM OF
8" HIGH.
2. FOR CURB FLASHING AT
OUTSIDE CORNER SEE DETAIL
V A
R I E
S
(N) PVC ROOFING
ASSEMBLY, SEE DETAIL
(N) 2X FIRE RETARDANT TREATED
WOOD NAILER
(E) CONCRETE CURB
(N) 3/8" Ø HILTI KWIK BOLT 3 SS
EXPANSION ANCHOR W/ 2" MIN.
EMBED @ 4'-0" O.C. TYP.
CURB CORNER FLASHING
SCALE: N.T.S.
FOLD FLASHING OVER CURB
AND FASTEN PER
MANUFACTURER'S
RECOMMENDATIONS WITH
APPROVED FASTENERS
(N) PVC UNIVERSAL CORNER
(N) SUBSTRATE OVER (E)
ROOF DECK
(N) PVC MEMBRANE
(N) VAPOR BARRIER
CURB
ONE-PIECE BOOT FLASHING
SCALE: 3" = 1'-0"
M
I N
(N) EXTENSION CONDUIT OR VENT PIPE, SIZE TO
MATCH (E)
(N) CONTINUOUS BEAD OF SEALANT, SEE SPEC 07 90 00
(N) STAINLESS STEEL CLAMPING RING
(N) PVC, ONE-PIECE BOOT, HEAT
WELDED PER MFR. REQUIREMENTS
(N) PVC ROOFING ASSEMBLY, SEE DETAIL
(E) CONCRETE DECK
NOTES:
1. DO NOT CUT PREFABRICATED BOOT. IT MUST BE PULLED OVER
CONDUIT / VENT PIPE / POST.
2. PREFABRICATED BOOTS, AND MUST BE USED WHENEVER
POSSIBLE TO FLASH PENETRATIONS 1" TO 8" IN DIAMETER
3. IF PENETRATION DOESN'T ALLOW FOR PIPE BOOT
INSTALLATION, USE ALTERNATE FLASHING METHOD. SEE DETAIL
EXTEND (E) PIPE TO MIN 12" ABOVE
ROOF FINISH MEMBRANE
(N) PIPE CLAMP
(E) PIPE TO REMAIN
PROVIDE (N) HILTI
FS-ONE MAX (OR OF
EQUAL) FIRESTOP
SEALANT AS NEEDED,
VIF, INSTALL PER MFR
REQUIREMENTS.
PENETRATION FLASHING
SCALE: 3" = 1'-0"
4"
TYP.
4"
TYP.
T Y
P
M
I N
(N) S.S. DRAWBAND, TYP.
(N) SEALANT, TYP.
(N) SM. RAIN COLLAR, TYP.
CONDUIT, VENT PIPE OR POST PENETRATION
(N) PVC 60MIL FLASHING
(N) LAP OR LIQUID SEALANT PER MFR. REQ'S.
(N) PVC ROOFING ASSEMBLY, SEE
EXTEND (E) PIPE TO MIN 12" ABOVE ROOF FINISH MEMBRANE.
PVC UNIVERSAL CORNERS
PVC ROOFING
ASSEMBLY,
SEE DETAIL
PVC COATED GALVANIZED
SHEET METAL (24 GA. MIN.)
PVC COVER STRIP
OVER COATED
METAL
PRIMARY SCUPPER ISOMETRIC
SCALE: N.T.S.
FIRE RETARDANT
TREATED WOOD
NAILER
PVC FLASHING
MEMBRANE,
SEE DETAIL
SHEET NUMBER
A
M
E
T
E
C-26566
RENEWAL
O
S
T
T
A
C
I
L
E
T
A
I
N
C
RDATE
F L
A
I
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F
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S
N
I
C
H
D
A R
H
I
C
U
M
A A
Y
N
E
K
02-28-2021
R E
V
D A
T E
D
E S
C R
I P
T I O
N
D A
T E
F E
B R
U A
J O
B
N
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T
P H
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A
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A L I F O
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I A
S T A T E
P R
I S O
N
S A C
R A M
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T O
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A T
I O
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F A
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P
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A
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A G
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S I G
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M E
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V I C
A
N D
A R
A
N C
H
D E
S I G
N
S
E R
V I C
E S
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:_______________________________________
APPROVALS
CALIFORNIA STATE FIRE MARSHAL
A-900
D E
T A
I L
S
AutoCAD SHX Text
PRELIMINARY DRAWINGS
AutoCAD SHX Text
DESIGN PHASE:
RAISED PARAPET
SCALE: 1 1/2" = 1'-0"
T.O. (N) PARAPET
24'-4"
T.O. (E) PARAPET
(N) PVC ROOFING
ASSEMBLY,
SEE DETAIL
A-900
(E) CONCRETE WALL
(N) TERMINATION BAR W/
FASTENER BY ROOFING MFR.
(N) PVC FLASHING TO WRAP OVER
PARAPET
HEAT WELD PVC FLASHING
TO ROOF MEMBRANE
8"
(E) CONCRETE DECK TOPPING
(N) CMU WALL, AND
REINFORCEMENT, S.S.D.
A-900
(N) 22 GA G.S.M. COPING
CAP. SEE DETAIL
(N) VAPOR BARRIER
M
I N
(N) 2X FIRE RETARDANT
TREATED WOOD NAILER
(N) PLASTER FINISH. FINISH
AND COLOR TO MATCH (E)
WALL.
(N) LEVELING GROUT/MORTAR
TO RECEIVED (N) CMU WALL.
REINFORCEMENT,
SEE STRUCTURAL
DETAIL
(N) 3/8" Ø HILTI KWIK BOLT 3
SS EXPANSION ANCHOR W/ 2"
MIN. EMBED @ 4'-0" O.C. TYP.
10"
V A
R I E
S
P A
R A
P E
T
E
X T
E N
S I O
N
H E
I G
V
R
I E
S
NOTES:
1. (N) 22 GA. S.M. COPING & REGLETS
TO BE PRE-FINISHED W/ KYNAR.
2. COLORS TO MATCH EXISTING.
3. SOLDER ALL JOINTS.
PRIMARY SCUPPER AT PARAPET
SCALE: 3" = 1'-0"
1 1/2"
S
LO
P E
D N
1/2 ":1
'-0
S
LO
P E
D N
1/2 ":1
'-0
1'-6"
1'-0"
A-902
(N) HEAT WELDED LAPS PER
MANUFACTURER REQUIREMENTS
(N) PVC ROOFING ASSEMBLY, SEE DETAIL
A-900
(N) VAPOR BARRIER
(E) CONC. PLANK
(N) 2X FIRE RETARDANT TREATED WOOD NAILER
(N) PVC COATED
22 GA. METAL SCUPPER.
(N) 3/8" Ø HILTI KWIK BOLT 3 SS EXPANSION
ANCHOR W/ 2" MIN. EMBED @ 4'-0" O.C. TYP.
(N) PVC COATED
22 GA. MTL CLEAT
8"
O
P E
N I N
G
3/4"
1'-4"
3/4" 3/4"
SECTION
ELEVATION
WALL OPENING
BEYOND
(N) 20 GA. GALV.
STEEL CONDUCTOR
HEAD
1" METAL STRAP AT 4'-0" O.C.
W/ 1/4" X 1-1/2" EXPANSION BOLT
(E) CONC. TOPPING SLAB
T.O. (N) PARAPET
(N) 22 GA G.S.M. COPING CAP, SEE DETAIL
(N) HEXAGON HEAD, SLOTTED
DRIVE, SELF-TAPPING CONC.
SCREW W/ 1 1/2" MIN EMBED., @
24" O.C., TYP.
(N) BACKER ROD AIR SEAL
ON ALL FOUR FLANGES
A-900
6"X4"X14 GA. MIN.
RECTANGULAR EXTRA
STRONG GALV. TUBE
DOWNSPOUT. SEE
DETAIL
NOTES:
1. (N) 22 GA. S.M. COPING & REGLETS
TO BE PRE-FINISHED W/ KYNAR.
2. COLORS TO MATCH EXISTING.
3. SOLDER ALL JOINTS.
OVERFLOW SCUPPER AT PARAPET
SCALE: 3" = 1'-0"
1 1/2"
S
LO
P E
D N
1/4 ":1
'-0
(N) HEAT WELDED LAPS
PER MANUFACTURER
REQUIREMENTS
(N) PVC ROOFING
ASSEMBLY, SEE DETAIL
(N) VAPOR BARRIER
(E) CONC. TOPPING SLAB
(N) PVC COATED 22 GA.
OVERFLOW SCUPPER.
SEE DETAIL
(N) TOP OF PARAPET
(N) 2X FIRE RETARDANT TREATED WOOD NAILER
M
I N
(N) 3/8" Ø HILTI KWIK BOLT 3 SS
EXPANSION ANCHOR W/ 2" MIN. EMBED @
4'-0" O.C. TYP.
A-900
A-900
(E) PRESTRESSED
PRECAST PLANK
ABANDONED DRAIN PIPE CAP AND STRAP
SCALE: 3" = 1'-0"
(E) CONCRETE
DECK
(N) DRAIN CAP SECURED
TO CONCRETE DECK W/
(4)-#8 SCREW
STRAP ABANDONED
DRAIN TO UNDERSIDE
OF DECK.
(N) PVC MEMBRANE
ROOF ASSEMBLY
(E) ABANDONED
DRAIN PIPE.
SHEET NUMBER
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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:_______________________________________
APPROVALS
CALIFORNIA STATE FIRE MARSHAL
A-901
D E
T A
I L
S
AutoCAD SHX Text
PRELIMINARY DRAWINGS
AutoCAD SHX Text
DESIGN PHASE:
GENERAL NOTES
100TN001
1. INTERPRETATION OF DRAWINGS & SPECIFICATIONS
a. WHERE SPECIFICATIONS HAVE BEEN PREPARED FOR THIS PROJECT, THEY ARE ARRANGED
IN SEVERAL SECTIONS, BUT SUCH SEPARATION SHALL NOT BE CONSIDERED AS THE LIMITS
OF THE WORK REQUIRED OF ANY SEPARATE TRADE. THE TERMS AND CONDITIONS OF
SUCH LIMITATIONS ARE WHOLLY BETWEEN THE CONTRACTOR AND THEIR
SUBCONTRACTORS.
b. IN GENERAL, THE WORKING DETAILS WILL INDICATE DIMENSIONS, POSITION AND KIND OF
CONSTRUCTION, AND THE SPECIFICATIONS, QUALITIES AND METHODS. ANY WORK
INDICATED ON THE WORKING DETAILS AND NOT MENTIONED IN THE SPECIFICATIONS, OR
VICE VERSA, SHALL BE FURNISHED AS THOUGH FULLY SET FORTH IN BOTH. WORK NOT
PARTICULARLY DETAILED, MARKED OR SPECIFIED, SHALL IDENTICAL OR SIMILAR TO LIKE
CASES OF CONSTRUCTION THAT ARE DETAILED, MARKED OR SPECIFIED. IF CONFLICTS
OCCUR ON DRAWINGS AND/OR SPECIFICATIONS, THE MOST EXPENSIVE MATERIALS OR
METHODS WILL PREVAIL.
c. SHOULD AN ERROR APPEAR IN THE WORKING DETAILS OR SPECIFICATIONS OR IN WORK
DONE BY OTHERS AFFECTING THIS WORK, THE CONTRACTOR SHALL NOTIFY THE
ARCHITECT AT ONCE AND IN WRITING. IF THE CONTRACTOR PROCEEDS WITH THE WORK
SO AFFECTED WITHOUT HAVING GIVEN SUCH WRITTEN NOTICE AND WITHOUT RECEIVING
THE NECESSARY APPROVAL, DECISION OR INSTRUCTIONS IN WRITING FROM THE OWNER,
THEN THE CONTRACTOR SHALL HAVE NO VALID CLAIM AGAINST THE OWNER, FOR THE
COST OF SO PROCEEDING AND SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT.
NO VERBAL APPROVAL, DECISION, OR INSTRUCTION SHALL BE VALID OR BE THE BASIS FOR
ANY CLAIM AGAINST THE OWNER, ITS OFFICERS, EMPLOYEES OR AGENTS. THE
FOREGOING INCLUDES TYPICAL ERRORS IN THE SPECIFICATIONS OR NOTATIONAL ERRORS
IN THE WORKING DETAILS WHERE THE INTERPRETATION IS DOUBTFUL OR WHERE THE
ERROR IS SUFFICIENTLY APPARENT AS TO PLACE A REASONABLY PRUDENT CONTRACTOR
ON NOTICE THAT, SHOULD THE CONTRACTOR ELECT TO PROCEED, THEY ARE DOING SO AT
THEIR OWN RISK.
2. CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS.
3. SHOP DRAWING NOTE:
a. WHEN NOT ADDRESSED BY DIVISION 1 OF THE SPECIFICATIONS, SUBMITTALS SHALL BE
ELECTRONIC PDF FORMAT.
b. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE
TO THE STRUCTURAL ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN
CONCEPT BY INDICATING WHICH MATERIAL THE CONTRACTOR INTENDS TO FURNISH AND
INSTALL, AND BY DETAILING THE FABRICATION AND INSTALLATION METHODS THE
CONTRACTOR INTENDS TO USE ON A STAND ALONE SET OF DOCUMENTS. DUPLICATION OF
DESIGN DOCUMENTS FOR THE PURPOSE OF SHOP DRAWINGS IS NOT ACCEPTABLE.
c. PRIOR TO FABRICATION, SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE
STRUCTURAL ENGINEER. SHOP DRAWING SUBMITTALS SHALL INCLUDE, BUT ARE NOT
NECESSARILY LIMITED TO, STRUCTURAL STEEL, REINFORCING STEEL, & GLUE-LAMINATED
BEAMS.
d. PRIOR TO SUBMISSION THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS FOR
CONFORMANCE WITH THE CONTRACT DOCUMENTS AND SHALL STAMP SUBMITTALS AS
BEING "REVIEWED FOR CONFORMANCE".
e. SHOP DRAWING SUBMITTALS PROCESSED BY THE STRUCTURAL ENGINEER ARE NOT
CHANGE ORDERS.
f. ANY DETAIL ON THE SHOP DRAWINGS THAT DEVIATES FROM THE CONTRACT DOCUMENTS
SHALL CLEARLY BE MARKED WITH THE NOTE "THIS IS A CHANGE".
g. SHOP DRAWINGS OR CALCULATIONS SUBMITTED FOR REVIEW THAT REQUIRE
RESUBMITTAL FOR RE-REVIEW SHALL BE BILLED HOURLY FOR SUCH TIME TO THE GENERAL
CONTRACTOR. RE-REVIEW WILL NOT PROCEED WITHOUT WRITTEN APPROVAL FROM THE
GENERAL CONTRACTOR FOR ADDITIONAL ENGINEERING REVIEW SERVICES.
4. SAFETY NOTE:
a. IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS, AS
THEY APPLY TO THIS PROJECT, OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE
STATE OF CALIFORNIA LATEST EDITION, AND ALL OSHA REQUIREMENTS.
b. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION
OF ALL FORMS AND SHORING REQUIRED. SHORING INDICATIONS (LOCATION, DIRECTION,
DURATION, ETC.) ARE ONLY SHOWN ON THE STRUCTURAL DRWGS WHEN REQUIRED TO
IMPLEMENT THE DESIGN INTENT OF THE FINAL WORK PRODUCT. DETERMINATION
WHETHER SHORING IS REQUIRED FOR TEMPORARY OR INTERMEDIATE CONDITIONS
DURING CONSTRUCTION IS WHOLLY THE RESPONSIBILITY OF THE CONTRACTOR.
c. THE OWNER AND THE STRUCTURAL ENGINEER DO NOT ACCEPT ANY RESPONSIBILITY FOR
THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS.
5. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER WHERE A
CONFLICT OR DISCREPANCY OCCURS BETWEEN THE STRUCTURAL DRAWINGS AND ANY
OTHER PORTION OF THE CONTRACT DOCUMENTS OR EXISTING FIELD CONDITIONS. SUCH
NOTIFICATION SHALL BE GIVEN IN DUE TIME SO AS NOT TO AFFECT THE CONSTRUCTION
SCHEDULE. IN CASE OF A CONFLICT BETWEEN STRUCTURAL DRAWINGS AND SPECIFICATIONS
THE MORE RESTRICTIVE CONDITION SHALL TAKE PRECEDENCE UNLESS WRITTEN APPROVAL
HAS BEEN GIVEN FOR THE LEAST RESTRICTIVE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS
WITH ARCHITECTURAL PRIOR TO COMMENCING ANY WORK.
6. WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR
TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION ON THIS PROJECT. SHOULD THERE
BE ANY QUESTION, CONTACT THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO
PROCEEDING.
7. WHEN CONSTRUCTION ATTACHES TO OR IS WITHIN AN EXISTING BUILDING, A COMPLETE SET OF DRAWINGS OF THE EXISTING BUILDING SHALL BE KEPT ON THE JOB SITE. CONTRACTOR TO
OBTAIN THESE DRAWINGS FROM THE OWNER (IF THEY ARE AVAILABLE).
8. CONTRACTOR SHALL PROVIDE AN ALLOWANCE EQUAL TO 2% OF THE BID FOR STRUCTURAL
STEEL, MISC. IRON AND REINFORCING STEEL TO BE USED AT THE DISCRETION OF THE
STRUCTURAL ENGINEER. UNUSED AMOUNT TO REVERT TO THE OWNER UPON COMPLETION
OF THE JOB.
9. ANY SUBSTITUTIONS FOR STRUCTURAL MEMBERS, HARDWARE OR DETAILS SHALL BE
REVIEWED BY THE ARCHITECT AND STRUCTURAL ENGINEER. SUCH REVIEW WILL BE BILLED
ON A TIME AND MATERIALS BASIS TO THE GENERAL CONTRACTOR WITH NO GUARANTEE THAT
THE SUBSTITUTION WILL BE ALLOWED.
10. DO NOT SCALE DRAWINGS. CONTACT THE ARCHITECT OR STRUCTURAL ENGINEER FOR ANY
DIMENSIONS NOT SHOWN.
11. THESE DRAWINGS ARE NOT COMPLETE UNTIL REVIEWED AND ACCEPTED BY THE
ENFORCEMENT AGENCY AND SIGNED BY THE STRUCTURAL ENGINEER.
DESIGN CRITERIA
100TN002-19
1. CODES AND STANDARDS
2019 CALIFORNIA BUILDING CODE (CBC w/
STATE OF CA AMENDMENTS)
ASCE 7-16
ACI 318-14
AISC 360-16, 341-16, 358-16
AISI S100-16, S240-15, S400-15
TMS 402/602-16
2018 NDS, 2015 SDPWS
2. LATERAL LOADS
SEISMIC:
SITE CLASS D
SS = 0.413 ; SDS = 0.404
S1 = 0.212 ; SD1 = 0.308
IP = 1.5 TYPICAL
IP = 1.5 PER ASCE 7-16 SECT 13.1.3
RISK CATEGORY: IV
SEISMIC DESIGN CATEGORY: D
WIND:
V= 105 MPH
RISK CATEGORY: IV
EXPOSURE CATEGORY: C
GCPI = ±0.18
CMU SPLICE & DEVELOPMENT LENGTHS (f'm = 2000 PSI)
BAR
SIZE
fy
(KSI)
6" CMU
CENTER
60#3
60#4
#5
#6
#7
1.0
1.0
1.0
1.3
1.3 γ
EF
8" CMU 10" CMU 12" CMU
12"
13"
20"
38"
52"
12"
21"
33"
12"
18"
28"
53"
12"
13"
20"
38"
52"
14"
24"
37"
12"
13"
20"
38"
52"
13"
22"
35"
CONCRETE MASONRY UNITS (CMU)
410TN001
1. ALL MASONRY SHALL BE MANUFACTURED AND PLACED IN ACCORDANCE WITH TMS 402,
"BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES", AND TMS 602 "SPECIFICATION
FOR MASONRY STRUCTURES".
2. MASONRY UNITS AND COMPONENTS THAT ARE DAMAGED ARE NOT TO BE INSTALLED IN THIS
PROJECT. REINFORCEMENTS AND ACCESSORIES ARE NOT TO BE STORED ON THE GROUND
AND ARE TO BE PROTECTED FROM PERMANENT DISTORTIONS.
3. WHEN THE AMBIENT AIR TEMPERATURE IS BELOW 40°F, THE COLD WEATHER PROCEDURES
FROM TMS 602, ARTICLE 1.8C ARE TO BE IMPLEMENTED. WHEN THE AMBIENT AIR
TEMPERATURE IS ABOVE 90°F, THE HOT WEATHER PROCEDURES FROM TMS 602, ARTICLE 1.8D
ARE TO BE IMPLEMENTED.
4. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90 . f'm = 2000 PSI. f'm SHALL BE VERIFIED IN ACCORDANCE WITH TMS 602, ARTICLE 1.4 B.2. CONCRETE BLOCK UNITS SHALL BE
LIGHTWEIGHT. ALL MASONRY CONSTRUCTION IS TO BE GROUTED SOLID. INTEGRAL WATER
REPELLENT/EFFLORESCE CONTROL ADMIXTURES SHALL BE PROVIDED WITHIN THE CONCRETE
MASONRY UNITS. ADMIXTURE SHALL BE RAINBLOC BY ACM CHEMISTRIES, DRY-BLOCK BY W.R.
GRACE & CO, OR CALIFORNIA APPROVED EQUAL.
5. MORTAR SHALL BE TYPE S PER ASTM C270. INTEGRAL WATER REPELLANT/EFFLORESCE
CONTROL ADMIXTURES SHALL BE PROVIDED WITHIN THE MORTAR. RHEOPEL PLUS BY BASF
CORPORATION, OR CALIFORNIA APPROVED EQUAL.
6. GROUT SHALL CONFORM TO ASTM C476. COARSE GROUT SHALL BE USED IN ALL MULTI-WYTHE
GROUT SPACES OF 2 INCHES OR MORE AND IN ALL FILLED-CELL MASONRY CONSTRUCTION.
GROUT SHALL BE PROPORTIONED TO ATTAIN A 28 DAY COMPRESSIVE STRENGTH EQUAL TO
THE SPECIFIED f'm VALUE NOTED ABOVE. NOT MORE THAN 5% OF THE PEA GRAVEL SHALL
PASS THE NO. 8 SIEVE AND 100% SHALL PASS THE 3/8" SIEVE. WHEN REQUIRED, GROUT
STRENGTH SHALL BE VERIFIED IN ACCORDANCE WITH ASTM C1019. GROUT MIX SHALL HAVE
APPROXIMATELY 1 LB OF SIKAGROUT AID, OR APPROVED EQUAL, PER 100 LBS OF
CEMENTITIOUS MATERIAL.
7. REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 UNO. REINFORCING STEEL TO
BE WELDED SHALL CONFORM TO ASTM A706. CONTRACTOR SHALL SUBMIT REBAR MILL
CERTIFICATES.
8. VERTICAL REINFORCING SHALL CONSIST OF #5 BARS AT 16" ON CENTER, LOCATED AT EACH
FACE OF MASONRY WALL, UNO. LOCATE BARS AT ALL CORNERS, WALL ENDS,
INTERSECTIONS, JAMBS AND AT EACH SIDE OF A WALL JOINT. LOCATE BARS OR ADD
ADDITIONAL BARS DIRECTLY UNDER FRAMING MEMBERS SUCH AS BEAMS, JOISTS, GIRDERS,
AND TRUSSES WHERE CENTER TO CENTER SPACING OF FRAMING MEMBERS EXCEED 48"CC.
DOWELS WITH STANDARD 90° HOOKS INTO THE FOUNDATION SHALL MATCH AND LAP VERTICAL
REINFORCING, TYPICAL, UNLESS NOTED OTHERWISE.
9. INTERMEDIATE HORIZONTAL REINFORCING SHALL CONSIST OF #4 BARS AT 16" ON CENTER, LOCATED AT THE CENTER OF THE MASONRY WALL, UNO. LOCATE TWO (2) #5 HORIZONTAL
BARS AT ALL ELEVATED FRAMING ASSEMBLIES, SUCH AS ROOFS, FLOORS, AND STAIRS. ALSO, LOCATE ONE #5 HORIZONTAL BAR AT TOPS OF PARAPETS, TOPS OF FREE-STANDING WALLS, AT THE BOTTOM OF ALL WALLS, AND ALIGNED WITH THE SLAB-ON-GRADE. PLACE A #5 BAR AT
EACH FACE OF THE MASONRY WALL ABOVE AND BELOW ALL WALL OPENINGS, UNO. EXTEND
THESE BARS A MINIMUM OF A LAP LENGTH PAST THE EDGE OF THE OPENING. WHERE
EXTENSION CAN NOT BE ACHIEVED, BEND BARS UP OR DOWN FOR A DISTANCE EQUAL TO THE
SPECIFIED LAP LENGTH.
10. PLACE ALL HORIZONTAL BARS IN BOND BEAM UNITS. WHEN 2 BARS ARE USED, STAGGER LAPS
MINIMUM OF 5'-0".
11. MINIMUM REBAR CLEARANCE TO FACE SHELL IS ONE BAR DIAMETER OR 1/2", WHICHEVER IS
GREATER. WHERE WALLS ARE EXPOSED TO EARTH OR WEATHER, A MINIMUM COVER FOR THE
REINFORCING BARS OF 2" SHALL BE MAINTAINED.
12. BEFORE BLOCK IS PLACED ON CONCRETE, THOROUGHLY CLEAN CONCRETE OF ALL LAITANCE
AND ALL LOOSE MATERIAL. ROUGHEN AS IN A CONCRETE CONSTRUCTION JOINT.
13. CONCRETE BLOCK MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED VERTICAL
CONTINUITY OF THE CELLS. ALL HEAD AND END JOINTS SHALL BE SOLIDLY FILLED WITH
MORTAR FOR A DISTANCE IN FROM THE FACE OF THE WALL OR UNIT NOT LESS THAN THE
THICKNESS OF THE LONGITUDINAL FACE SHELLS. BOND SHALL BE PROVIDED BY LAPPING
SUCCESSIVE COURSES OR BY EQUIVALENT MECHANICAL ANCHORAGE.
14. VERTICAL CELLS SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR
UNOBSTRUCTED CONTINUOUS VERTICAL CELL.
15. LOW-LIFT GROUTED CONSTRUCTION SHALL CONFORM TO CBC SECTION 2104A1.3.1.2.2. HIGH-
LIFT GROUTED CONSTRUCTION SHALL CONFORM TO CBC SECTION 2104A.1.3.1.2.3 AND
DSA IR #21-2.13.
16. CLEAN OUT OPENINGS SHALL BE PROVIDED AT THE BOTTOMS OF ALL CELLS TO BE FILLED AT EACH LIFT OR POUR OF GROUT WHERE SUCH LIFT OR POUR OF GROUT IS IN EXCESS OF 4'-0" IN HEIGHT, IN ACCORDANCE WITH CBC SECTION 2104A.1.3.1.2.3. ANY OVERHANGING MORTAR OR
OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM INSIDE OF SUCH CELLS. THE
CLEAN OUTS SHALL BE SEALED AFTER INSPECTION AND BEFORE GROUTING. MECHANICALLY
VIBRATE ALL GROUT POURS.
17. REINFORCEMENT IS TO BE SUPPORTED IN PLACE TO PREVENT DISPLACEMENT CAUSED BY
PLACEMENT OF GROUT AND MORTAR OR BY CONSTRUCTION LOADS.
18. THOROUGHLY CLEAN ALL CELLS AND BOND BEAMS OF MORTAR BEFORE GROUTING.
19. ALL CELLS SHALL BE FILLED SOLIDLY WITH GROUT. ALL GROUTING SHALL BE DONE UNDER
THE OBSERVATION OF A QUALIFIED INSPECTOR. REFER TO SPECIAL STRUCTURAL INSPECTION
SECTION OF THESE NOTES FOR FREQUENCY OF GROUTING INSPECTION.
20. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION
JOINTS, OR KEYS, SHALL BE FORMED BY STOPPING THE POUR OF GROUT 1-1/2" BELOW THE
TOP OF THE UPPERMOST UNIT.
21. EVERY VERTICAL BAR IN WALLS SHALL BE LAPPED PER THE TABLE BELOW WITH A DOWEL OF
THE SAME SIZE EXTENDING FROM THE FOUNDATION. CARRY EACH DOWEL TO WITHIN 3" OF
THE BOTTOM OF THE FOUNDATION AND TERMINATE WITH 90 DEGREE HOOK. DOWELS SHALL
BE STRAIGHT AND PLUMB.
22. ALL EMBEDDED ITEMS (BOLTS, STRAPS, ETC.) SHALL BE SECURED IN PLACE PRIOR TO
GROUTING. CUT A HOLE IN THE FACE SHELL TO ATTAIN A MINIMUM OF 1/2" GROUT ALL AROUND
EMBEDDED ITEMS AT THE FACE SHELL. WITHIN THE CELL OF THE UNIT, PROVIDE A MINIMUM
OF 8" OF GROUT AROUND EMBEDDED ITEMS. AT HORIZONTAL ANCHOR INSTALLATIONS,
MAINTAIN A MINIMUM CLEAR DISTANCE OF 1/2" BETWEEN END OF ANCHOR AND FACE SHELL OF
UNIT.
23. SINGLE CONDUITS (3/4" MAX) MAY BE PLACED IN VERTICAL CELLS NOT CONTAINING VERTICAL.
REBAR. NO HORIZONTAL CONDUITS ALLOWED IN WALL CONSTRUCTION.
24. ANCHOR BOLTS CAST IN…
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