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MISSION PLAZA ENHANCEMENTS
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024
$5
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MISSION PLAZA ENHANCEMENTS
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024
$5
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''
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MISSION PLAZA ENHANCEMENTS
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024
$5
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MISSION PLAZA ENHANCEMENTS
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024
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MISSION PLAZA ENHANCEMENTS
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024
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MISSION PLAZA ENHANCEMENTS
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024
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MISSION PLAZA ENHANCEMENTS
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024
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MISSION PLAZA ENHANCEMENTS
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024
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MISSION PLAZA ENHANCEMENTS
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024
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MISSION PLAZA ENHANCEMENTS
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024
6$''/(7+5(6+2/'
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MISSION PLAZA ENHANCEMENTS
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024
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MISSION PLAZA ENHANCEMENTS
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024
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MISSION PLAZA ENHANCEMENTS
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024
MATERIALS LEGEND
SYMBOL DESCRIPTION
BRICK PAVING TYPE 1
PATTERN: HERRINGBONE
COLOR: OLD TOWN RED
BRICK PAVING TYPE 3
PATTERN: HERRINGBONE
COLOR: DUSTY ROSE
BRICK PAVING TYPE 4
PATTERN: HERRINGBONE
COLOR: SUMMER WHEAT
BRICK PAVING TYPE 2
PATTERN: HERRINGBONE
COLOR: MOUNTAIN ROSE
SYMBOL LEGEND
SYMBOL DESCRIPTION
BENCH
MOVEABLE BISTRO TABLE
(OWNER FURNISHED, N.I.C.)
PLANTER POT TYPE B
TRIPLE STREAM WASTE RECEPTACLES.SEE NOTE 5.
POLE LIGHT
BIKE RACK
PLANTING AREA
LIMIT OF WORK
SAWCUT LINE
DRINKING FOUNTAIN/BOTTLE FILLER
GRANITECRETE
COLOR: NATURAL GOLD
BRICK PAVING TYPE 5
PATTERN: HERRINGBONE
COLOR: SUTTER GOLD
PLANTER POT TYPE AEXISTING TREE, SEE TP101
RIGHT OF WAY ROW
LIMIT OF WORK
B
A
1 2
3 4
5 BRICK EDGE BAND
COLOR: BURNT ROSE
(SHADING DELINEATES PERMEABLE PAVING)
ROOT BARRIER
* ACCESSIBLE SEATING AT BAR COUNTER
DETAIL
1 3
11 SEE
E-002
MONTEREY ST.
BROAD ST. MISSION SAN LUIS OBISPO DE TOLOSA
MURRAY
ADOBE
ROW ROW
APPROXIMATE LIMIT OF WORK
APPROXIMATE LIMIT OF WORK
SAN LUIS OBISPO COUNTY
HISTORICAL MUSEUM
ROW
GB
APPROXIMATE LIMIT OF WORK
GB
APPROXIMATE LIMIT OF WORK
E
E
EE
E
E EEEEEE
E
E
E
E
E
E
GBGB
WM
BF
E E
E
E
EE
EE
EX. LAWN
AREA
BRICK PAVING
MISSION STYLE RAILING
EX. REDWOOD TREE
"MOON TREE"
5 6
6 1
3 5
5 2 LANDSCAPE BOULDERS
2 BRICK EDGE BAND
TYP. 5
END NEW RAILING
P/A
P/A
P/A
P/A
P/AP/A
EX. SIDEWALK
BEGIN NEW
RAILING
BRICK PAVING 7
COLOR TRANSITION
3 GRANITECRETE PAVING
EXISTING RAILING
BRICK PAVING
TRANSITION PANEL
REPLACE/REPAIR IN- KIND
V-GUTTER DAMAGED BY
CONSTRUCTION
2 TREE UPLIGHTS PER
ELECTRICAL SHEETS,
2 PER TREE, TYP.
1 6 DECORATIVE PICKET FENCE
3 BRONZE PLAQUE
TREE PLANTING AT GRANITECRETE
STRING LIGHT POST
4 6 DECORATIVE
PICKET FENCE
4 SEE CG101 FOR PAVING ADJACENT TO ADOBE
DECORATIVE 6PICKET FENCE
EX. REDWOOD TREE
2 BAR COUNTER
PLANTER FENCE
(DASHED LINE AS
SHOWN, TYP.)
5 2
5 KIOSK
RESTROOM
EX. SIDEWALK
EX. REDWOOD TREE
R31'-9" R22'-6" R15'-6" R10'-6"
APPROX. RADII OF BRICK
COLORS. DASHED LINE
FOR REFERENCE ONLY.
SEE DETAIL 4/LC501.
5 1
5 END
WALL
2 GRANITE PLANTER CURB
15'
7'-3" 14'-3"
B
A
A
POT IRRIGATION
LANDSCAPE BOULDER 2
6 5
P/A
5 4
3 2 1
1 1
2 2 3 4 5
TREE UPLIGHTS PER ELECTRICAL. 2 PER TREE, TYP.
ASPHALT PAVING
SEE CG101
STAIR HANDRAIL 7
TRENCH DRAIN
PER CG101
2 GRANITE PLANTER
CURB
5 PLANTER FENCE
(DASHED LINE AS
SHOWN, TYP.)
UTILITY LID,
TYP. SEE
NOTE 1.
7 STAIR HANDRAIL
4 TYP. BOTH SIDES.
CLCL
1 EQ. EQ.
TRASH ENCLOSURE
FENCE/GATE PER
ARCHITECTURE SHEETS
RELOCATED "AUTHORIZED VEHICLES" +
ARROW SIGN. FINAL LOCATION TO BE
DETERMINED BY CITY TRAFFIC ENGINEER.
INSTALL PER CITY STANDARD DETAIL 7210. TOP
OF FOOTING SHALL BEGIN BENEATH BRICK.
A
B
C
A
B
C A
B C
B
A
C
B
A
B
A
B
TYP. 4. SEE NOTE 4 BELOW.
UTILITY LID, TYP. SEE NOTE 1.
ROLLING WASTE
RECEPTACLES
1 BENCH AT BRICK PAVING
4 3 BRICK PAVING - PERMEABLE
1 4
SEE NOTES 2 & 6
DRINKINGFOUNTAIN
3 *
ART KIOSK
FOOTING
4 EX. LAWN AREA
4 CAMERA POLE
PER E-003
(E) ART
SCULPTURE
LAWN
AREA
CAMERA POLE PER E-003
REPAIR IN-KIND PAVINGDAMAGED BY UTILITYLID.
TRASH RECEPTACLE 5
INSTALLATION
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & KIOSK
AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
7.12.23 0 20 feet
1"=10'-0"
10 30
MPMARISA PELTIERLMMP
CONSTRUCTION PLAN
LC101
NOTES
1. CONTRACTOR TO COORDINATE FINAL PLACEMENT OF ALL UTILITY LIDS (ELECTRICAL, WATER, SEWER, ETC.) WITH ASSOCIATED SUBCONTRACTOR AND LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
2. REFER TO SHEET A-911 FOR PRESERVATION WORK TO BE COMPLETED AT THE EXISTING ADOBE.
3. REFER TO SHEET TP101 AND TP501 FOR CONSTRUCTION PRACTICES AT EXISTING/RELOCATED TREES.
4. PROPOSED LARGE BOX SPECIMEN TREES AT GRANITECRETE PATIO SHALL BE INSTALLED PRIOR TO IRRIGATION PIPE AND ELECTRICAL CONDUIT. AFTERINSTALLATION OF TREES CONTRACTOR SHALL CONSULT WITH PROJECT ARBORIST TO CONDUCT AIR SPADE ROOT EXCAVATION TO IDENTIFY ROOTS TO BE PRESERVED.
PIPE AND CONDUIT SHALL BE HAND TRENCHED AND NO ROOTS OVER 1" INDIAMETER SHALL BE SEVERED WITHOUT PERMISSION OF THE PROJECT ARBORIST.
5. PERMANENT TRIPLE STREAM WASTE RECEPTACLES AS SHOWN IN THE LEGEND AND
LISTED IN THE TECHNICAL SPECIFICATIONS SHALL BE COLLECTED BY PARKS MAINTENANCE. ROLLING TRIPLE WASTE BINS ADJACENT TO THE RESTROOM SHALL BECOLLECTED BY SAN LUIS GARBAGE.
6. A QUALIFIED HISTORIC ARCHITECT OR ARCHITECTURAL HISTORIAN WITH
DEMONSTRATED EXPERIENCE WORKING WITH ADOBE STRUCTURES SHALL BERETAINED BY THE CITY TO MONITOR AND PROVIDE PROTECTION GUIDANCE FOR ANY WORK IN THE IMMEDIATE VICINITY OF THE PERIMETER OF THE MURRAY ADOBE.
OCCUPANT LOAD ANALYSIS FOR PATIO
TOTAL PATIO AREA: 955 SF
OCCUPANT LOAD FACTOR PER CBC 1004.5: 5 SF / PERSON
TOTAL OCCUPANT LOAD: 191 PERSONS
191 PERSONS x .2" /PERSON REQ WIDTH = 38.2" 76" PROVIDED OK PER CBC1007.1.1:
MAXIMUM DIAGONAL DIMENSION OF PATIO 45 FT
ALLOWABLE DISTANCE APART OF TWO EXITS: NOT LESS THAN 1/2 OF 45 FT DISTANCE APART OF CENTER OF TWO EXITS: 22.6 FT OK
3 3
MISSION PLAZA ENHANCEMENTS MISSION PLAZA RESTROOM & KIOSK
05.14.2024
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & KIOSK
AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
7.12.23 MPMARISA PELTIERLMMP
CONSTRUCTION DETAILS
BRICK PAVING
1 1/2" = 1'-0"
PROVIDE POLYMERIC SAND TO FILL IN
IRREGULARITIES IN JOINTS, TYP.
CLAY BRICK PAVER. BUTT JOINTS TIGHTLY.GEOTEXTILE FABRIC
WASHED CONCRETE
SAND SETTING BED
CLASS 2 AGGREGATE
BASE @ 95% RELATIVE
COMPACTION
RIP AND COMPACT TO
6" OF SUBGRADE TO 90%
RELATIVE COMPACTION
PLAN VIEW
HERRINGBONE PATTERN
NOTES:
1. TREAT EXISTING SOIL AND BACKFILL PRIOR
TO PAVER INSTALLATION WITH GROWTH
INHIBITOR.
2. SEAL ALL BRICK PAVING SURFACES WITH
SEALER PER SPECIFICATIONS.
3. BRICK PIECES SMALLER THAN 2" ARE NOT
PERMITTED FOR PAVING.
1 RRM-0201-MI1-42
BRICK EDGE BAND
3" = 1'-0"
1 BRICK PAVING
PLAN VIEW
P.C. CONCRETE FOOTER
1/2" MORTAR
SETTING BED
BRICK EDGEBAND
SOLDIER COURSE
BRICK EDGE BAND
ADJACENT
SURFACE PER
PLAN
8"
3/8" MORTAR JOINT
(1)#4 REBAR, CONT. HORIZ.,
CENTERED IN CURB.
2 RRM-0201-MI1-88
1'-0"
CORE DRILL HOLE W/
DIA. 1/2" LARGER
THAN POST AND FILL
W/ EPOXY, TYP. ALL
POSTS.
STEEL HANDRAIL
MOULDING
NOTES:
1. HANDRAIL COMPONENTS ARE A MIX OF BRONZE AND STEEL. FOR COMPONENTS THAT HAVE BRONZE ACCENTS MECHANICALLY ATTACHED, BRONZE SHALL BESEPARATED PRIOR TO SHOP PRIMING. REATTACH PRIOR TO WELDING.
2. PROVIDE CONTINUOUS WELDS ON ALL COMPONENT CONNECTIONS. REMOVE EXCESS SLAG AND GRIND ALL CORNERS SMOOTH.
3. ALL HANDRAIL COMPONENTS THAT ARE STEEL ONLY SHALL BE PAINTED BLACK.
4. CONTRACTOR TO PROVIDE SHOP DRAWINGS SHOWING ALL HANDRAIL COMPONENTS AND LAYOUT PRIOR TO FABRICATION.
5. ALL HANDRAIL COMPONENTS ARE AVAILABLE FROM WWW.JULIUSBLUM.COM.
SEE SPECIFICATIONS FOR ITEM NUMBERS.
HANDRAIL
CROSS-SECTION
3/4" = 1'-0"
STAIR HANDRAIL
1 14"
STEEL HANDRAIL MOULDING
38" x 1 14" FLAT BAR
NON-CIRCULAR PERIMETER: 5 58"
1'-0" 1'-4"
9"
LAMB'S TONGUE
1" ROUND STEEL POST W/
BRONZE CENTER, TYP.ROUND POST BASE
1 1516"
LAMB'S TONGUE
6 BRICK STEPS
7 RRM-0201-MI1-73
LC501
BRICK PAVING - PERMEABLE
1 1/2" = 1'-0"
GEOTEXTILE ON
BOTTOM AND SIDES OF
OPEN-GRADED BASE. MIRAFI
RS380i OR APPROVED EQUAL
SOIL SUBGRADE -
ZERO SLOPE
NO. 2 STONE SUBBASE
NO. 57 STONE
OPEN-GRADED BASE
NO. 8 AGGREGATEBEDDING COURSE
BRICK PAVER
NO. 8 AGGREGATE IN 1/4" JOINT SPACING
3 RRM-0201-MI1-116
BRICK EDGE BAND AT PERMEABLE BRICK
3" = 1'-0"
P.C. CONCRETE FOOTER
1/2" MORTAR
SETTING BED
BRICK EDGEBAND#4 REBAR, @ 12" O.C., BOTH WAYS
8"
3 BRICK PAVING -
PERMEABLE
BRICK PAVING 1
RRM-0201-MI1-117
4 BRICK EDGE BAND
MORTAR JOINT
BRICK EDGE BAND CONDITIONS
1 1/2" = 1'-0"
EDGE BAND AT GRANITECRETE
EDGE BAND AT PLANTING
BRICK EDGE BAND
EDGE BAND AT EXISTING CONCRETE
BRICK EDGE BAND
EXISTING CONCRETE
3 GRANITECRETE PAVING
FLUSH
BRICK PAVING PER PLANBRICK PAVING PER PLANBRICK PAVING PER PLAN NOTE: CONCRETE FOOTING DEPTHBENEATH EDGE BAND VARIES PERPAVING TYPE.
ROOT BARRIER PROTECTION,
PER PLAN
5 RRM-0201-MI1-87
3 3/4" X 8" X 2 1/2" BRICK
PAVERS AT STAIRS. CUT
BRICKS AS SHOWN PER
PLAN. SEE SPECS FOR
COLORS.
STAIR HANDRAIL 7
3 3/4" X 8" X 2 1/2" BRICK PAVER, TYP. CUT TO
FIT RISER HEIGHT PER GRADING PLAN.
3 3/4" X 8" X 2 1/2" BRICK PAVER
NOSING
ENLARGEMENT
3/4" = 1'-0"
BRICK STEPS
PAINTED CONTRASTING STRIPE PER SPECIFICATIONS. CONSTRASTING STRIPE
SHALL BE PARALLEL TOTHE NOSE OF THE STEP
AND EXTEND THE FULL
WIDTH OF THE STEP, ALL
STEPS, TYP.
3"
1'-4"
9"
#4 REBAR @ 12"
O.C., TYP.
HANDRAIL FOOTING,
WHERE OCCURS.
10"
2 BRICK EDGE
BAND
CLASS 2 AGGREGATE BASE
@ 95% COMPACTION
3/8" MORTAR, TYP.
1"
MAX.
6 RRM-0201-MI1-71
3 MISSION PLAZA ENHANCEMENTS
05.14.2024
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & KIOSK
AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
7.12.23 MPMARISA PELTIERLMMP
CONSTRUCTION DETAILS
2'-0"
1 BRICK PAVING
FG
P.C. CONCRETE CURB WALL
1/2" RADIUS, ALL EDGES
DECORATIVE PICKET FENCE 6
RETAINING CURB
1 1/2" = 1'-0"
2 BRICK EDGE
BAND
NOTE:
1. CONCRETE CURB WALL SHALL BE INTEGRAL COLORED,
SMOOTH TROWEL FINISH.
2. INTEGRAL COLOR SHALL BE CITY OF SLO STANDARD;
DAVIS COLORS, ADOBE 61078.
#4 REBAR, @ 12" O.C.BOTH WAYS
COMPACTED
SUBGRADE @ 90%
RELATIVE COMPACTION
FLUID APPLIED
WATERPROOFING
ALONG BACK OF CURB
8"
RRM-0201-MI1-40
1 DECORATIVE PICKET FENCE
1" = 1'-0"
APPROX. 60" O.C.,
POST LOCATIONS PER PLAN
FS
3 34" TYP.
FOOTING CONDITION 1
STEEL POST TOP WITH BALL
1" STEEL POST WITH BRONZE CENTER1/2" STEEL PICKET WITH BRONZE CENTER
ROUND POST BASE
P.C. CONCRETE FOOTING, TYP. ALL POSTS
1'-0" DIA.
EDGE BAND CONCRETE FOOTER
FOOTING CONDITION 2
RETAINING CURB 1
(4) #3 W/ #3 TIE
TOP AND BOTTOM
MALLEABLE IRON VALANCE
3/4" SQ. HORIZONTAL STEEL RAIL
2 BRICK EDGE BAND
HANDRAIL MOULDING WITH
38" X 1 14" FLAT BAR BENEATH
TERMINAL, CENTER AND
CORNER HANDRAIL PIECE
AT POST TOP
3/4" SQ. HORIZONTAL STEEL RAIL
NOTES:
1. FENCE COMPONENTS ARE A MIX OF BRONZE
AND STEEL. FOR COMPONENTS THAT HAVE
BRONZE ACCENTS MECHANICALLY
ATTACHED, BRONZE SHALL BE SEPARATED
PRIOR TO SHOP PRIMING. REATTACH PRIOR
TO WELDING.
2. PROVIDE CONTINUOUS WELDS ON ALL
COMPONENT CONNECTIONS. REMOVE
EXCESS SLAG AND GRIND ALL CORNERS
SMOOTH.
3. ALL FENCE COMPONENTS THAT ARE STEEL
ONLY SHALL BE PAINTED BLACK.
4. CONTRACTOR TO PROVIDE SHOP DRAWINGS
SHOWING ALL HANDRAIL COMPONENTS
AND LAYOUT PRIOR TO FABRICATION.
5. ALL FENCE COMPONENTS ARE AVAILABLE
FROM WWW.JULIUSBLUM.COM. SEE
SPECIFICATIONS FOR ITEM NUMBERS.
1/4
HSS 1.5 x 1.5 x 1/4
1" PAD EYE BOLT, WELD
ONTO END POSTS AT
PATIO OPENINGS.
RRM-0201-MI1-82
6 GRANITECRETE PAVING
1 1/2" = 1'-0"
CLASS II PERMEABLE AGGREGATE
BASE COMPACTED TO 88% TO 92%
GRANITECRETE: COMMERICAL 3 BAG MIX
COMPACTED 88%-92%
COMPACTED SUBGRADE @ 95%
RELATIVE COMPACTION
4" PERFORATED PIPE,
WHERE OCCURS. SEECIVIL PLANS.
3 RRM-0201-MI1-26
GRANITE PLANTER CURB
1 1/2" = 1'-0"
BRICK PAVING 1
PLANTER
AREA
1/2" MORTAR BED
6" BRICK EDGE BAND 2
1'-2"
GRANITE CURB
#5 x 8" DOWEL @ 24"
O.C., DRILL AND
EPOXY TO CONCRETE
P.C. CONCRETEFOOTER
ELEVATION
NTS
CONCAVE GROUT JOINT
GRANITE CURB, LENGTHS
MAY VARY.
BUTT JOINT AT CORNERS.
8"
UPLIGHT WHERE
OCCURS. SEE
ELECTRICAL SHEETS.
P.C. CONCRETEFOOTING AT EACHLIGHT. 2 LIGHTS PER
TREE, AS SHOWN ON
PLAN. AVOID LARGEROOTS.CONDUIT PER
ELECTRICAL SHEETS
NOTES:
1. GRANITE CURBS FOR THIS INSTALLATION ARE TO
BE HISTORICAL CURBS LOCATED AT THE CITY CORP
YARD. CURBS MAY DIFFER IN HEIGHT, LENGTH AND
WIDTH. CONTRACTOR TO WORK WITH LANDSCAPE
ARCHITECT TO SELECT APPROPRIATE PIECES.
GRIND/CHIP/CUT CURBS AS NEEDED TO FORM ACOHESIVE CURB INSTALLATION. 36" DEPTH ROOT
BARRIER PROTECTION,PER PLAN.
2 RRM-0201-MI1-85
6"
8" MOW CURB
1 1/2" = 1'-0"
COMPACTED SUBGRADE @ 95%
1/2" RADIUS, TYP.
(1) #4 REBAR, CONT. HORIZ.,
CENTERED IN CURB.
PC CONCRETE WITH INTEGRAL COLOR
AND MEDIUM BROOM FINISH, PERP. TO
DIRECTION OF CURB
NOTES:
A. PROVIDE CONTRACTION JOINT EVERY 10' MAX.
B. PROVIDE EXPANSION JOINT EVERY 20' MAX.
C. SPACE JOINTS EVENLY BETWEEN BEGINNING AND END POINTS.
D. TOP OF MOW CURB TO BE FLUSH WITH ADJACENT PAVING.E. INTEGRAL COLOR SHALL BE CITY OF SLO STANDARD; DAVIS COLORS, ADOBE 61078.
FLUSH IN D.G. PAVING
1" IN TURF
2" IN PLANTING AREA
8'
RRM-0201-MI1-61
4 APPROX. 60" O.C.,
POST LOCATIONS PER PLAN
FS
3 1/2", TYP.
1'-0" DIA.
BRICK EDGE BAND 2
P.C. CONCRETE FOOTING,
TYP. ALL POSTS.
EDGE BAND CONCRETE FOOTER
PLANTER FENCE
1" = 1'-0"
MALLEABLE IRON
VALANCE
POST TOP
WITH BALL
1/2" SQ. STEEL PICKET
3/4" SQ. HORIZONTAL STEEL RAIL
(4) #3 W/ #3 TIE
TOP AND BOTTOM
6 DECORATIVE PICKET FENCE
ROUND POST BASE
1" O.D. STEEL
POST
FENCE MOULDING
NOTES:
1. FENCE COMPONENTS ARE A MIX OF BRONZE
AND STEEL. FOR COMPONENTS THAT HAVE
BRONZE ACCENTS MECHANICALLY
ATTACHED, BRONZE SHALL BE SEPARATED
PRIOR TO SHOP PRIMING. REATTACH PRIOR TO
WELDING.
2. PROVIDE CONTINUOUS WELDS ON ALL
COMPONENT CONNECTIONS. REMOVE
EXCESS SLAG AND GRIND ALL CORNERS
SMOOTH.
3. ALL FENCE COMPONENTS THAT ARE STEEL
ONLY SHALL BE PAINTED BLACK.
4. CONTRACTOR TO PROVIDE SHOP DRAWINGS
SHOWING ALL HANDRAIL COMPONENTS AND
LAYOUT PRIOR TO FABRICATION.
5. ALLFENCE COMPONENTS ARE AVAILABLE
FROM WWW.JULIUSBLUM.COM. SEE
SPECIFICATIONS FOR ITEM NUMBERS.
1/4
HSS 1.5 x 1.5 x 1/4
RRM-0201-MI1-107
5 LC502
MISSION PLAZA ENHANCEMENTS
05.14.2024
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & KIOSK
AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
7.12.23 MPMARISA PELTIERLMMP
CONSTRUCTION DETAILS
BRONZE PLAQUE
1 1/2" = 1'-0"
8"x12"x1/2" THICK CAST BRONZE
PLAQUE. INSTALL AT BRICK EDGE BANDPER PLAN. FINAL DESIGN OF PLAQUE SHALL BE PROVIDED BY OWNER.
3 GRANITECRETE PAVING
FLUSH
1'-0"
3 GRANITECRETE PAVING
1 BRICK PAVING
BRONZE PLAQUE
PLAN
8"
2 BRICK EDGE BAND
BLIND STUD (4 TOTAL) MOUNTPLAQUE INTO CONCRETE. EPOXY INPLACE.
P.C. CONCRETE FOOTER
3 RRM-0201-MI1-105
CITY STANDARD BENCH, PER PLAN SURFACE MOUNT PER
MANUFACTURER. TOP OF
FOOTING SHALL BE 4"BELOW F.S., TYP.
BRICKPAVERS
BENCH AT BRICK PAVING
3/4" = 1'-0"
CONCRETE
FOOTING. WIDTH
PER FURNISHING.
4" METAL PIPE SPACER, FILL WITH
EPOXY. SPACER TO BE PLACEDUNDER BENCH FOOT SO AS TOBE CONCEALED FROM VIEW.
INSTALL FOOTING ON COMPACTED
CLASS II AGGREGATE BASE @ 95%COMPACTION.
30"
NOTE:
1. BENCHES SHALL BE CITY STANDARD, WITH (2) CENTER ARM RESTS.
RRM-0201-MI1-43
1 NOTES:
A. SUBMIT PHOTOGRAPHS OF BOULDERS
FOR APPROVAL FROM OWNER PRIOR
TO PURCHASING.
B. OWNER SHALL APPROVE FINAL
PLACEMENT IN THE FIELD.
LANDSCAPE BOULDER
3/4" = 1'-0"
SET 1/3 or 33% DEPTH OF BOULDER
BENEATH FINISH GRADE.
SUBGRADE
ADJACENT SURFACE
PER PLANS
BOULDER SIZING:
PROVIDE QUANTITIES OF BOULDERS PER QUANTITIES SHOWNON PLANS. BOULDER SIZES ARE LABELED ON PLANS PER THESYMBOLS SHOWN BELOW.
SYMBOL SIZE RANGE (H, L & W)
A 36"
B
C
48"
60"
SET FACE UP WITH LEAST
AMOUNT OF FISSURES, OR
FAULTS.NATURAL BOULDER. SEE
SPECIFICATIONS FOR TYPE,SEE PLANS FOR SIZE AND
LOCATION.
F.G.
RRM-0201-MI1-45
2 BRICK AND CONCRETE WALL
1" = 1'-0"
PLANTER
AREA
BRICK CAP,ROWLOCK
1/2" MORTAR BED
6"
INTEGRAL COLORED P.C.
CONCRETE WALL. SMOOTH
TROWEL FINISH ON ALL
EXPOSED SURFACES.
#4 REBAR @ 12 O.C.,
BOTH WAYS
COMPACTED
SUBGRADE @ 90%
COMPACTION
1 BRICK PAVING
BRICK EDGE BAND 2
7 STAIR HANDRAIL
FLUID APPLIED
WATERPROOFING
BRICK STEPS 6
A
BRICK CAP,ROWLOCK
3/8" MORTAR
JOINT
CONCRETE
WALL
ELEVATION A
5 RRM-0201-MI1-111 LC503
TREE PLANTING AT GRANITECRETE
1" = 1'-0"
3 8"
2'-4' FROM
EDGE OF
TRUNK
INTEGRAL COLORED
CONCRETE FOOTING AT
EACH LIGHT.
2 LIGHTS PER TREE, AS
SHOWN ON PLAN.
AVOID LARGE ROOTS.
UPLIGHT PER
ELECTRICAL SHEETS
AND SPECIFICATIONS.
FLUSH MOUNT.
CONDUIT PER
ELECTRICAL SHEETS
LARGE BOX TREE PER
PLANTING PLAN
UNCOMPACTED NATIVE SOIL/AMENDMENTPER PLANTING SPECIFICATIONS
CAREFULLY COMPACT STABILIZED DG
AROUND ROOTS, BEING CAREFUL NOT TO
SEVER OR DAMAGE ROOTS.
NOTE:
1. PROPOSED LARGE BOX SPECIMEN TREES AT GRANITECRETE PATIO
SHALL BE INSTALLED PRIOR TO IRRIGATION PIPE AND ELECTRICAL CONDUIT. AFTER INSTALLATION OF TREES CONTRACTOR SHALLCONSULT WITH PROJECT ARBORIST TO CONDUCT AIR SPADE ROOT EXCAVATION TO IDENTIFY ROOTS TO BE PRESERVED. PIPE
AND CONDUIT SHALL BE HAND TRENCHED AND NO ROOTS OVER
1" IN DIAMETER SHALL BE SEVERED WITHOUT PERMISSION OF THE PROJECT ARBORIST.
STABILIZED DECOMPOSED GRANITE PERSPECIFICATIONS. COLOR MATCH TO GRANITECRETE COLOR. INTERFACE BETWEENGRANITECRETE AND STABILIZED DG SHALL FORM ONE FLUSH CONTINUOUS SURFACE.
CONTRACTOR TO INSTALL DG UNDER
DIRECTION OF PROJECT ARBORIST TODETERMINE RADIUS NEEDED FOR EACH TREE. 36" DEEP ROOT BARRIER
ALONG EDGE OF PAVERS
AS SHOWN PER PLAN
TOP OF CONCRETE SHALL
BE FLUSH W/ GRANITECRETE
BRICKEDGEBAND
RRM-0201-MI1-108
4 SOIL SEPARATOR FABRIC,
WRAP UP 4" ON ALL SIDES
OF POT AND ADHERE
WITH SILICONE ADHESIVE
POT IRRIGATION
1" = 1'-0"
PVC LATERAL
1 BRICK PAVING
1/2" SCH. 40 PVC PIPE
2" DIA. PLASTIC DRAIN PIPE. SEAL
CONNECTION TO POT WITH
SILICON SEALANT
3" LAYER OF WASHED
PEA GRAVEL
1/2" FLEX PVC TUBING
(LENGTH AS REQUIRED)
PLANTER POT PER
SPECIFICATIONS. DRILL BOTTOMTO ACCEPT PVC DRAIN PIPE
1/2" SCH 80 PVC
FEMALE ADAPTER TxT
1/2" SCH 80 PVC ELBOW
PLANTER MIX.
SEE SPECIFICATIONS
IRRIGATION BUBBLER.
SEE IRRIGATION PLANS
6 RRM-0201-MI1-48
BRICK PAVING COLOR TRANSITION
1/2" = 1'-0"BRICK PAVING COLOR 1
FEATHER COLOR TRANSITION BETWEEN EACH BRICK
COLOR APPROXIMATELY 2FT FROM CENTERLINE,
EACH SIDE, TYP. THERE SHALL BE NO CUTTING OFBRICKS TO ACHIEVE THIS LOOK, USE WHOLE BRICKS ONLY.
BRICK PAVING COLOR 2
THIS SECTION SHOULD BE 75% COLOR 1AND 25% COLOR 2.
THIS SECTION SHOULD BE 75% COLOR 2
AND 25% COLOR 1.
7 RRM-0201-MI1-106
3 3
3 MISSION PLAZA ENHANCEMENTS
05.14.2024
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & KIOSK
AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
7.12.23 MPMARISA PELTIERLMMP
CONSTRUCTION DETAILS
F.S.
ELEVATION
BRICK WALL A
1" = 1'-0"
BRICK PAVING 1
BRICK BAND PER PLAN, BOTH SIDES OF WALL.
SUB SLAB SHALL BE INTEGRAL TO WALL
FOOTING, TYP. ENTIRE LENGTH OF WALL.
P.C. CONCRETE FOOTING
10"
1'-9"
3/8" MORTAR JOINT, FLUSH
BRICK
COMPACTED SUBGRADE @ 90%
RELATIVE COMPACTION
WALL CAP PLAN
GALVANIZED MASONRY TIES FOR BRICK
SUPPORT, FASTEN TO CONCRETE CORE,
18" O.C., TYP. BOTH SIDES
#4 REBAR, BOTH WAYS @ 12" O.C., TYP.
3'-0"
RRM-0201-MI1-46
1 BAR COUNTER
1" = 1'-0"
POST BASE
HSS 1.5"x1.5"x1/4" STEEL POST
4"
APPROX. 5' O.C.
2'
1'-3" 9"
HSS 1.5"x1.5"x1/4"
STEEL FRAME. MITER
CORNERS AND WELD.
34'-0"
3 BRICK WALL B
ELEVATION VIEW FROM PATIO
1012" 1012 CL "
HSS 1.5"x1.5"x1/4" STEEL CENTERBAR. WELD TO POSTS ANDFRAME. 3'-0"
ACCESSIBLE
SEATING AREA
1/4" PERFORATED
STEEL TABLE TOP
NOTES:
1. SUBMIT SHOP DRAWINGS INDICATING ALL
WELDS, MATERIALS AND LAYOUT FOR
APPROVAL PRIOR TO FINAL FABRICATION.
2. ALL BAR COMPONENTS TO BE HOT ZIPPED
GALVANIZED AND PAINTED BLACK. GRIND ALL
WELDS AND SHARP EDGES SMOOTH PRIOR TO
GALVANIZING.
4" 1/4" PERFORATED STEEL TABLE TOP
4"
4"
17"
714"
SECTION
1/4
HSS 2 x 2 x 1/4
1/4
2'-7"
2 RRM-0201-MI1-114
F.S.
GALVANIZED MASONRY TIES FOR BRICK
SUPPORT, FASTEN TO CONCRETE CORE,
18" O.C., TYP. BOTH SIDES
3'-0"
CONCRETE MOW CURB PER PLAN. INTEGRAL
TO FOOTING, MED. BROOM FINISH ON
EXPOSED CURB FACE, CONTRACTION JOINTSEVERY 10' O.C., ENTIRE LENGTH OF CURB.
P.C. CONCRETE FOOTING
#4 REBAR, BOTH WAYS @ 12" O.C., TYP.
3/8" MORTAR JOINT, FLUSH
BRICK
COMPACTED SUBGRADE @ 90%
RELATIVE COMPACTION
10"
1'-9"
BRICK WALL B
1" = 1'-0"
TURF PER PLAN
2 BAR COUNTER
3 BRICK EDGE
BAND ATOP
FOOTING, TYP.
WATERPROOFING
AT BACK OF
FOOTING
PROVIDE 1" PVC WEEP HOLES @
3' O.C., ENTIRE LENGTH OF WALL.
WEEP HOLE SHALL STOP BEHIND
BRICK, PROVIDE OPENING IN
MORTAR FOR WEEP.
3 RRM-0201-MI1-113 LC504
STONE SEATWALL
1" = 1'-0"
1'-6"
2 BRICK EDGE BAND
4" MORTAR BASE
CLASS II COMPACTED BASE
@ 95% COMPACTION
MORTAR AND STONE CHIP. HOLD
BACK FROM EDGE TO MATCH
EXISTING WALLS.
SALVAGED STONE FROM
EXISTING WALLS
NOTE:
1. IT IS THE INTENTION THAT THIS SEATWALL MATCH
THE EXISTING WALLS IN MISSION PLAZA. FINISHED
RESULT SHOULD BE CONSTRUCTED IN A MANNER
TO SEAMLESSLY BLEND IN WITH EXISTING SITE
WALLS.
38"
8 1
RRM-0201-MI1-49
5 STRING LIGHT POST
3/4" = 1'-0"
3" O.D. ACORN POST CAP
HAND HOLE FOR RECEPTACLE WHERE
OCCURS, SEE ELECTRICAL SHEETS.
6 STRING LIGHT ATTACHMENT
DECORATIVE POST BASE
3 GRANITECRETE PAVING
1'-0" DIA.
4" BASE X 3" TOP O.D. X 0.125 THICK
ROUND TAPERED ALUMINUM POST.BLACK POWDER COAT FINISH.
3/4" x 17" x 3' ANCHOR BOLT PER MFR.
(4) #4 W/ #3 TIE TOP AND
BOTTOM & @ 18" O.C. MAX.
3" CLR.
(3) #3 TIES @ 1 1/2" O.C.
ELECTRICAL
CONDUIT
RRM-0201-MI1-110
4 SS 18" CABLE
SS 316" CABLE CLAMPS SS TURNBUCKLE
SS ELECTRICAL TIE
SS 18" CABLE
STRING LIGHTSTRING LIGHT CABLE
CABLE
THIMBLE
STRING LIGHT ATTACHMENT
1/4" = 1'-0"
SS 1/2"X2" EYE BOLT
SS CABLE THIMBLE
4 STRING LIGHT POST
NUT
RRM-0201-MI1-53
6 MISSION PLAZA ENHANCEMENTS
05.14.2024
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & KIOSK
AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
7.12.23 MPMARISA PELTIERLMMP
CONSTRUCTION DETAILS
CITDA
PROJECT TITLE:
DEDRCHAPSCPL
LC505
MISSION STYLE RAILING
1" = 1'-0" RRM-0201-MI1-83
1 BRICK PAVING TRANSITION PANEL
3" = 1'-0"
BRICK PAVING RUNNING BONDPATTERN, REUSE EXISTING BRICKS. 1 BRICK PAVING
EDGE OF IMPROVEMENTS, JOIN FLUSH.FORM ONE CONTINUOUS PATTERNBETWEEN EXISTING AND REPLACEDBRICK PAVERS AND EDGE BAND.DO NOT CUT BRICKS.
EXISTING BRICK PATH
SLOPE PANEL TO MEET
GRADE OF EXISTING PATH
PER GRADING PLAN
2 BRICK EDGE BAND
2 RRM-0201-MI1-104
34" WATER SUPPLY
BALL SHUTOFF VALVE
VALVE BOX
1 12" PVC DRAIN LINE
PAVER EXTENSION AND BOLTSBY MANUFACTURER
5"
1'-6"
FILTER
4' (W) X 2' (L) CONCRETE
PAVING PAD BENEATH PAVERS
PER PLAN
ACCESS
DOOR
PROVIDE P-TRAP WITH WYE
CLEANOUT IN CONCRETE
BOX. "WUNDERCOVER" LID
PER SPECS.
GRAVEL BOTTOM
ACCESSIBLE DRINKING FOUNTAIN
1" = 1'-0"
ADA FOUNTAIN STANDING PERSONS FOUNTAIN
CBC 11B-602 COMPLIANCE:
11B-602.1: DRINKING FOUNTAIN COMPLIES WITH 11B 307. THIS IS A FRONT APPROACH FOUNTAIN PLACED OUT OF THEPATH OF TRAVEL IN AN ALCOVE AGAINST A WALL/RAILING. SEE PLAN.11B-602.2: DRINKING FOUNTAIN HAS A CLEAR FLOOR SPACE AT THE FRONT OF THE FOUNTAIN OF 48IN MIN X 30IN MIN.
SEE PLAN.
11B-602.3: DRINKING FOUNTAIN HAS A MANUALLY OPERATED PUSH BUTTON LOCATED ON THE FRONT OF THE FOUNTAIN.
SEE LOCATION ON SECTION.
11B-602.4: SEE SECTION FOR SPOUT HEIGHT FOR BOTH ADA AND STANDING PERSONS FOUNTAIN.11B-602.5: SPOUT IS LOCATED 15 INCHES MINIMUM FROM THE VERTICAL SUPPORT POST AND 5 INCHES MAXIMUM FROM THE FRONT EDGE OF THE UNIT. SEE PLAN.
11B-602.6: SPOUT PROVIDES A FLOW OF WATER 4 INCHES HIGH MINIMUM. THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAXIMUM.
11B-602.7: SEE SECTION FOR SPOUT HEIGHT FOR BOTH ADA AND STANDING PERSONS FOUNTAIN.11B-602.8: DEPTH FROM THE FRONT OF THE FOUNTAIN TO THE BACK OF THE ALCOVE IS 18" DEEP.11B-602-9: ALCOVE ADDED TO DESIGN. 33" CLEAR PROVIDED ON EACH SIDE OF THE FOUNTAIN, 18" PROVIDED FROM THE FRONT OF THE FOUNTAIN TO THE BACK OF THE ALCOVE.
OPERABLE
PART, TYP.
BOTTLE FILLER
SPOUT
FRONT APROACH
HI-LO ADA BOTTLE
FILLER/DRINKING
FOUNTAIN
OPERABLE
PART, TYP
WHEELCHAIR
SPACE
PEDESTRIANPROTECTION
ZONE, TYP
32"
36"
SECTION PLAN
SPOUT
ADA FOUNTAIN STANDING PERSONS FOUNTAIN
1'-6"
33" TO
WALL, BOTH
SIDES
3 RRM-0201-MI1-118
ART KIOSK FOOTING
1 1/2" = 1'-0"
3 BRICK PAVING -
PERMEABLE
NOTES:
1. INSTALLATION TO BE COMPLETE IN ACCORDANCE
WITH MANUFACTURER SPECIFICATIONS AND
PROJECT SPECIAL PROVISIONS.
ART KIOSK
#4 @ 16" O.C.P.C. CONCRETEFOOTING
COMPACTED SUBGRADE
@ 95% RELATIVE
COMPACTION
(6) 1/2" DIA. HILTI HIT-HY 200 V3 W/ 5"
EMBEDMENT PER ICC ESR 4868.
SPECIAL INSPECTION REQUIRED.
1'-6" x 3'-6" LONG
3"
CLEAR,
TYP.
(2) #4 TOP AND BOTTOM
ART KIOSK WIDTH, PER
MANUFACTURER SPECS
4 RRM-0201-MI1-119
3 TRASH RECEPTACLE INSTALLATION
3/4" = 1'-0"
4", TYP.
ALL SIDES
6'-4 1/4"
INTEGRAL COLORED CONCRETE PAD INSTALL PAD ON CLASS II AGGREGATE BASE @ 95% COMPACTION 7'-0"
MOUNTING BRACKET PERMANUFACTURER. EMBED STUDS
INTO PAD PER MANUFACTURERS
RECOMMENDATIONS.
1 BRICK PAVING
5 RRM-0201-MI1-120
3 3
MISSION PLAZA ENHANCEMENTS MISSION PLAZA RESTROOM & KIOSK
05.14.2024
SYMBOL MANUFACTURER/MODEL ARC PSI GPM RADIUS DETAIL
HUNTER PROS-06-PRS30 04H 180 30 0.4 4'HUNTER PROS-06-PRS30 04Q 90 30 0.2 4'HUNTER MP CORNER PROS-12-PRS40-CV T ADJ 40 14' HUNTER MP STRIP PROS-12-PRS40-CV RST RCS 40 0.22 5'x15'HUNTER MP1000 PROS-12-PRS40-CV L 210-270 40 14'HUNTER MP1000 PROS-12-PRS40-CV M 90-210 40 14'HUNTER MP2000 PROS-12-PRS40-CV K 90-210 40 19'HUNTER PCB 50 360 30 0.5 3'RAIN BIRD 1806-5 SERIES STREAM 5H-B 180 30 1 5'RAIN BIRD 1806-5 SERIES STREAM 5Q-B 90 30 0.5 5'RAIN BIRD RWS-M-B-C 1402 360 40 0.5 3'
SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI GPM RADIUS DETAIL HUNTER PGJ-06 .75
TURF ROTOR, 6IN. POP-UP. ADJUSTABLE AND FULL CIRCLE.
30 0.64 15'
HUNTER PGJ-06 1.5
TURF ROTOR, 6IN. POP-UP. ADJUSTABLE AND FULL CIRCLE.
30 1.3 21'
HUNTER PGJ-06 2.0
TURF ROTOR, 6IN. POP-UP. ADJUSTABLE AND FULL CIRCLE.
30 1.7 24'
SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL
RAIN BIRD PEB
1IN., 1-1/2IN., 2IN. PLASTIC INDUSTRIAL VALVES. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION.
RAIN BIRD 44-LRC
1IN. BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING, LOCKING
THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY.
LANDSCAPE PRODUCTS INC. BGV
1/2", 3/4", 1", 1-1/4", 1-1/2", 2", 2-1/2", 3", 4" BRASS GATE VALVE. THREADED BONNET, NON-RISING STEM, PRESSURE
RATED TO 200 PSI. SAME SIZE AS MAINLINE.BUCKNER-SUPERIOR 3200 1"NORMALLY CLOSED BRASS MASTER VALVE THAT PROVIDESDIRTY WATER PROTECTION AND NO MINIMUM FLOWFEATURE, WHICH ENSURES RELIABLE OPENING AND CLOSING OF THE VALVE IN EXTREME HIGH OR LOW FLOW SCENARIOS.
AVAILABLE IN 3/4IN.,1IN.1-1/2IN.,2IN.,2-1/2IN. AND 3IN..
FEBCO 825Y 2"REDUCED PRESSURE BACKFLOW PREVENTER
CALSENSE WALL MOUNT CONTROLLER
EXISTING CALSENSE CONTROLLER TO BE RELOCATED ANDREUSED.FLOW SENSORRAINMASTER BRASS/IMPELLER/PLASTIC FLOW SENSOR, CITY
OF SLO SPEC
BACKFLOW ENCLOSURELOCKABLE ENCLOSURE, PER CITY SPECPOINT OF CONNECTION 2"EXISTING 2" MAINLINE IRRIGATION LATERAL LINE: PVC SCHEDULE 40IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC SCHEDULE 40
SLEEVE SIZE SHALL BE 2X THE PIPE DIAMETER. EXTEND 18"
BEYOND EDGE OF PAVING. PROVIDE SEPARATE SLEEVES FOR
ALL CONTROL WIRES.
.751.52.0
M
BF
C
ENCL
8650/LI5018550/LI5028650/LI5018650/LI5018650/LI5018650/LI5018650/LI5018650/LI5018650/LI5018620/LI5018550/LI5028630/LI5018560/LI5018560/LI5018610/LI5018610/LI5018610/LI5018520/LI5018640/LI5018650/LI5018650/LI5018670/LI5018670/LI501 1/LI502
6/LC503
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MONTEREY ST.
BROAD ST. MISSION SAN LUIS OBISPO DE TOLOSA
MURRAY
ADOBE
ROW
LIMIT OF WORK
LIMIT OF WORK
SAN LUIS OBISPO COUNTY
HISTORICAL MUSEUM
ROW
LIMIT OF WORK
LIMIT OF WORK
WL WL
UTL
W
W W W W
W W W W
W
W
W W W W W
C
BF
ENCL
M
2.0 2.0
2.0 2.02.0
APPROXIMATE
LOCATION OF (E)
MAINLINE, VERIFY
LOCATION IN FIELD
REMOVE (E) HEAD AND
ABANDON UNDERGROUND
PIPES IN PLACE, TYP.
5 8
1"
5.2 9
1"
APPROX. LOCATION
OF (E) MAINLINE,
ABANDON IN PLACE
INSTALL 2" PVC CONDUIT
AND PULL ALL (E) VALVE
WIRES TO NEW
CONTROLLER LOCATION.
INSTALL WUNDERCOVERS
VALVE BOX
POINT OF CONNECTION(POC):
TIE INTO (E) MAINLINE
(APPROX. LOCATION, VERIFY IN FIELD)
METER: EXISTING 2" METER (DEDICATED
IRRIGATION) LOCATED EAST IN CENTER
OF PLAZA
AVAILABLE PRESSURE: 60-75PSI
2.0 1.5
1.5 1.5
2.0 .75 .75
.75
.75
1 3.2
1"
2 2
1" 3 5
4 3 1"
1"
9.1 5
1"
9.86 6
1"
CONTRACTOR TO PROVIDE TEMPORARY IRRIGATION TO (E)
PLANTS AND TREES DURING CONSTRUCTION, TYP. ALL AREAS
AFFECTED OUTSIDE OF LIMIT OF WORK.
CONTRACTOR TO SUBMIT PLAN FOR HOW TEMPORARY
IRRIGATION WILL BE PROVIDED DURING CONSTRUCTION
OF THE PROJECT. PLAN NEEDS TO INCLUDE ELECTRICAL
REQUIREMENTS FOR TEMPORARY IRRIGATION
CONTROLLER. TEMPORARY IRRIGATION CONTROLLER
NEEDS TO BE PROTECTED FROM RAIN AND VANDALISM,
AND ACCESSIBLE TO PARKS MAINTENANCE STAFF
THROUGHOUT THE PROJECT.
(E) LAWN AREA.
REPLACEMENT HEADS
AND VALVES SHOWN
REPLACE (E) HEAD AND
CAP LINE OUTSIDE OF
NEW TURF BOUNDARYREMOVE (E) HEAD, TYP. TREE PROTECTION ZONE (TPZ), TYP.
MINIMIZE DISTURBANCE AS FEASIBLE
WITHIN TPZ. SEE SHEET TP101 FOR
ADDITIONAL TREE PROTECTION
MEASURES
LOCATIONS OFLATERAL IRRIGATIONLINES AREDIAGRAMMATIC.
INSTALL IN PLANTERS
AND BELOW
PROPOSED PATIO
PROVIDE FIVE (5) DEDICATED FLOOD
BUBBLERS AT 10' O.C. FOR "MOON
TREE" SUPPLEMENTAL IRRIGATION IN
CONVERTED TURF AREA
1.5 7
1"
NEW IRRIGATION CONTROLLER
LOCATED IN NEW RESTROOM
BUILDING.
ELECTRICAL CONTRACTOR TO
PROVIDE 120V CONNECTION.
LOCATE TEMPORARY IRRIGATION
CONTROLLER. WALL MOUNT AT
BACKBOARD PER ELECTRICAL
PLAN SHEET ES-101 NOTE #3.
ELECTRICAL CONTRACTOR TO
PROVIDE 120V CONNECTION
AND 2" PVC CONDUIT TO
WUNDERCOVER VALVEBOX
BELOW TEMP. BACKBOARD.
EXTEND 2" PVC SCH. 40 CONDUIT FROM WUNDERCOVER
VALVE BOX BELOW TEMP. BACKBOARD AND PULL ALL
EX. WIRING AT TEMP. LOCATION TO NEW CONTROLLERLOCATION.
NOTE: PRIOR TO DEMOLITION OF RESTROOMBUILDING. CONTRACTOR TO FIELD LOCATE ALLEXISTING VALVE WIRING, INTERCEPT AND EXTENDNEW WIRING TO TEMPORARY IRRIGATION
CONTROLLER AT BACKBOARD CONTRACTOR TO
PROVIDE MEANS AND METHOD FOR LANDSCAPE
ARCHITECT AND CITY TO REVIEW AND APPROVE
PRIOR INSTALLTION.
Generated: 2023-05-10 15:31
P.O.C. NUMBER: 01
Water Source Information: EXISTING 2" MAINLINE
FLOW AVAILABLEPoint of Connection Size: 2"Flow Available 77.18 GPMPRESSURE AVAILABLE Static Pressure at POC: 75 PSI
Pressure Available: 75 PSIDESIGN ANALYSIS
Maximum Multi-valve Flow: 40 GPM
Flow Available at POC: 77.18 GPM
Residual Flow Available: 37.18 GPM
Critical Station: 6
Design Pressure: 45 PSI Friction Loss: 0.45 PSI Fittings Loss: 0.04 PSI Elevation Loss: 0 PSI Loss through Valve: 1.7 PSI Pressure Req. at Critical Station: 47.2 PSILoss for Fittings: 0.17 PSILoss for Main Line: 1.72 PSILoss for POC to Valve Elevation: 0 PSILoss for Backflow: 11.9 PSILoss for Master Valve: 10 PSI Critical Station Pressure at POC: 70.9 PSI
Pressure Available: 75 PSI
Residual Pressure Available: 4.05 PSI
CRITICAL ANALYSIS
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & KIOSK
AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
7.12.23 0 20 feet
1"=10'-0"
10 30
JMMARISA PELTIERMPMP
IRRIGATION PLAN
IRRIGATION SCHEDULE
LI101
3 MISSION PLAZA ENHANCEMENTS
05.14.2024
MONTEREY ST.
BROAD ST. MISSION SAN LUIS OBISPO DE TOLOSA
MURRAY
ADOBE
ROW
LIMIT OF WORK
LIMIT OF WORK
SAN LUIS OBISPO COUNTY
HISTORICAL MUSEUM
ROW
LIMIT OF WORK
LIMIT OF WORK
NOTE: PRIOR TO DEMOLITION OF RESTROOMBUILDING. CONTRACTOR TO FIELD LOCATE ALLEXISTING VALVE WIRING, INTERCEPT AND EXTENDNEW WIRING TO TEMPORARY IRRIGATION
CONTROLLER AT BACKBOARD CONTRACTOR TO
PROVIDE MEANS AND METHOD FOR LANDSCAPE
ARCHITECT AND CITY TO REVIEW AND APPROVE
PRIOR INSTALLTION.
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & KIOSK
AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
7.12.23 0 20 feet
1"=10'-0"
10 30
JMMARISA PELTIERMPMP
HYDROZONE PLAN
HYDROZONE SCHEDULE
LI201
LOW - SHRUBS AND TREES 817 SQ FT
WATER USE CALCULATIONS
MODERATE - SHRUBS AND TREES 543 SQ FTHIGH - TURF 2,507 SQ FT VERY LOW - SHRUBS AND TREES 144 SQ FT
H
WATER USE CALCULATIONS
7 8
7 7
9 5 4
5 5
6 5
3 3 3
3 1
1 2 2 3
HYDROZONE NUMBER, TYP.
TREE PROTECTION ZONE (TPZ), TYP. MINIMIZE
DISTURBANCE AS FEASIBLE WITHIN TPZ. SEE SHEET TP101
FOR ADDITIONAL TREE PROTECTION MEASURES.
MISSION PLAZA ENHANCEMENTS
05.14.2024
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & KIOSK
AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
7.12.23 JMMARISA PELTIERMPMP
IRRIGATION DETAILS
CITY SDATE:
PROJECT TITLE:
SHEETDESIGDRAWNCHECKAPPROSCALEPLAN F
FE
JMMAMPMP
LI501
ENGRAVE "QC" ON LID.
ENGRAVE "IO" ON LID. ENGRAVE VALVE
STATION NUMBER
ON LID.
MISSION PLAZA ENHANCEMENTS
05.14.2024
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & KIOSK
AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
7.12.23 JMMARISA PELTIERMPMP
IRRIGATION DETAILS, NOTES, AND SPECIFICATIONS
LI502
PROJECT TITLE:
DESIGDRAWNCHECKAPPROSCALE
JMMAMPMP
ENGRAVE "MV"
AND "FS" ON LID.
1. CONTRACTOR SHALL SLEEVE UNDER PAVING PER PLANS AND SPECIFICATIONS. TWICE(2X) THE SIZE OF PIPE ENCLOSED. EXTEND ALL SLEEVES 18" BEYOND EDGE OF PAVING
2. IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING WILL BE DETERMINED AT THE TIME OF INSTALLATION. MAINLINE AND LATERALS SHALL BE PLACED IN THE SAME TRENCH WHEN POSSIBLE. ALL Q.C.
VALVES ARE TO BE LOCATED 12" FROM SIDEWALKS, CURBS, ASPHALT & CONCRETE SURFACES.
3. ALL EQUIPMENT REQUIRED BUT NOT SPECIFIED ON THE DRAWING, TO COMPLETE THE WORK, SHALL BE PROVIDED BY THE IRRIGATION CONTRACTOR.
4. INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR SPECIFICATIONS.
5. CONTRACTOR SHALL COORDINATE POWER TO CONTROLLERS AND DEDICATE ONE (1) 20 AMP BREAKER FOR EACH CONTROLLER. THE AUTHORIZED REPRESENTATIVE SHALL REVIEW CONTROLLER LOCATIONS PRIOR TO INSTALLATION. 120 VOLT SERVICE AND HOOK-UP TO THE CONTROLLER SHALL BE COMPLETED BY A LICENSED ELECTRICAL CONTRACTOR. THIS COST IS TO BE A PART OF THE LANDSCAPE CONTRACTOR'S BID.
6. CONTRACTOR SHALL FAMILIARIZE THEMSELF WITH THE PLANS AND SITE CONDITIONS PRIOR TO BEGINNING WORK. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE PROJECT LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH THE WORK IN QUESTION.
7. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHTNOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BEBROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. IN THE EVENT THIS NOTIFICATION IS NOTPERFORMED, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY AT NOEXPENSE TO THE OWNER.
8. CONTRACTOR SHALL ADJUST HEADS AS NEEDED TO MINIMIZE OVERSPRAY ONTO HARDSCAPE AREAS.
9. SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES. LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE. LABEL ALL WIRES W/ WATERPROOF MARKERS AT ALL SPLICES AND VALVE MANIFOLDS.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL MATERIAL APPEARING ON PLAN.11. ALL EXISTING UTILITIES, WATER LINES AND FIRE HYDRANTS SHALL REMAIN CONNECTED AND IN FULL CONTINUOUS OPERATION DURING AND FOLLOWING ALL CONTRACT WORK.
12. LANDSCAPE CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR PRIOR TO DEMOLITION OR PROTECTION OF EXISTING MAINLINE AND CONTROLLER WIRE FOR FUTURE USE.
13. IF THE INTENT IS TO DEMO ANY IRRIGATION EQUIPMENT IN NEW CONSTRUCTION AREA, LANDSCAPE
CONTRACTOR SHALL SUPPLY ALL NEW MAINLINE AND CONTROL WIRE TO NEW REMOTE CONTROL VALVE AS DESIGNED PER THIS PLAN, TYPICAL.
14. ALL NEW IRRIGATION BOXES, AND ADDITIONAL BOXES NECESSARY FOR RETROFITS SHALL BE LOCATED IN PLANTING AREAS 18" MIN. AWAY FROM ADJACENT PAVING AND 5' MIN. AWAY FROM IMMEDIATE BUILDINGENTRIES.
15. CONTRACTOR SHALL NOT INSTALL ANY PLANTING UNTIL THE FOLLOWING ARE COMPLETED: 1. THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL. 2. HYDROSTATIC PRESSURE TESTS SHALL BE PERFORMED ON MAIN AND LATERAL LINES. 3. ALL ZONES SHALL PASS A COVERAGE TEST. 4. CONTROLLERS SHALL BE FULLY OPERATIONAL.
16. CITY IRRIGATION CONTROLLER WIRES SHALL ALL BE LOCATED WITHIN ELECTRICAL CONDUIT AND NOT DIRECT BURIED, TYPICAL.
IRRIGATION NOTES
IRRIGATION SPECIFICATIONS
REFER TO DIVISION III OF THE CURRENT CITY OF SAN LUIS
OBISPO STANDARD SPECIFICATIONS & ENGINEERING
STANDARDS.
PLAN
FG
NATIVE SOIL
SCH. 80 PVC TEE
LATERAL LINE, SIZE PER PLAN
SCH 80 PVC TEE
TREE BACKFILL, SEE PLANTING DETAILS
3/4" WASHED CRUSHED AGGREGATE BASE
BUBBLER NOZZLE (ABOVE ROCK) ON RISER,
SEE IRRIGATION LEGEND
DEEP ROOT WATER SYSTEM ASSEMBLY,
W/ TAMPER PROOF GRATE. PROVIDE
FILTER FABRIC SLEEVE PER MANUFACTURER.ROOTBALL
TREE TRUNK
SECTION
LATERAL LINE, SIZE PER PLAN
MARLEX TxT STREET ELL
DEEP ROOT WATER SYSTEM ASSEMBLY,
W/ TAMPER PROOF GRATE. WRAP
NYLON MESH TUBE W/ FILTER FABRIC
NOTES :
A. USE PIPE TEFLON TAPE ON ALL
PIPE THREADS. TIGHTEN THREADS
UNTIL MODERATELY SNUG (DONOT OVERTIGHTEN).
B. LOCATE TREE BUBBLER ON
ROOT BALL SIDE OF ROOT
CONTROL BARRIERS.
C. WHERE POSSIBLE, LOCATE TREE
BUBBLER AWAY FROM
ADJACENT HARDSCAPE AREAS
TO DISCOURAGE ROOT
GROWTH UNDER PAVING.
DEEP ROOT TREE BUBBLER
3/4" = 1'-0"
MARLEX TxT STREET ELL
RRM-0201-MI1-59 1
MISSION PLAZA ENHANCEMENTS
05.14.2024
TREES QTY BOTANICAL NAME COMMON NAME CONT WUCOLS
1 ALOE 'HERCULES' TREE ALOE 24"BOX LOW
2 CERCIS CANADENSIS 'FOREST PANSY' FOREST PANSY EASTERN REDBUD 48"BOX MODERATE 1 JACARANDA MIMOSIFOLIA JACARANDA MULTI-TRUNK 60"BOX MODERATE 4 OLEA EUROPAEA 'SWAN HILL' TM MULTI-TRUNKED SWAN HILL OLIVE 96"BOX LOW
SHRUBS QTY BOTANICAL NAME COMMON NAME CONT WUCOLS
5 ACACIA COGNATA 'COUSIN ITT' COUSIN ITT LITTLE RIVER WATTLE 5 GAL LOW 3 AGAVE OVATIFOLIA WHALE'S TONGUE AGAVE 5 GAL LOW
9 ANIGOZANTHOS 'BIG RED' RED KANGAROO PAW 5 GAL LOW
3 BOUGAINVILLEA X 'BARBARA KARST' BARBARA KARST BOUGAINVILLEA 15GA STAKED LOW 4 BOUGAINVILLEA X 'LA JOLLA' LA JOLLA BOUGAINVILLEA 5 GAL LOW 9 BOUGAINVILLEA X 'ROSENKA' ROSENKA BOUGAINVILLEA 5 GAL LOW5 HESPERALOE PARVIFLORA 'PERPA' TM BRAKELIGHTS RED YUCCA 5 GAL LOW 26 LOBELIA LAXIFLORA ANGUSTIFOLIA MEXICAN LOBELIA 5 GAL LOW3 LOMANDRA LONGIFOLIA 'PLATINUM BEAUTY' VARIEGATED RUSH 5 GAL LOW 4 MAHONIA REPENS CREEPING MAHONIA 5 GAL LOW
17 OLEA EUROPAEA 'MONTRA' TM LITTLE OLLIE OLIVE 15 GAL LOW 7 ROSA FLORIBUNDA 'ICEBERG' ICEBERG ROSE 5 GAL MODERATE
GROUND COVERS QTY BOTANICAL NAME COMMON NAME CONT WUCOLS 759 SF LOLIUM PERENNE PERENNIAL RYEGRASS SOD HIGH
PLANTING NOTES
1. THE CITY RESERVES THE RIGHT TO MAKE SUBSTITUTIONS, ADDITIONS, AND DELETIONS TO THE PLANTING LAYOUT AS WORK PROGRESSES.
2. CONTRACTOR SHALL INSTALL A 3" THICK LAYER OF MULCH IN ALL PLANTER AREAS PER SPECIFICATIONS.
3. ALL TREES MUST BE APPROVED AND TAGGED AT NURSERY BY ENGINEER.
MONTEREY ST.
BROAD ST. MISSION SAN LUIS OBISPO DE TOLOSA
MURRAY
ADOBE
ROW
APPROXIMATE LIMIT OF WORK
APPROXIMATE LIMIT OF WORK
SAN LUIS OBISPO COUNTY
HISTORICAL MUSEUM
ROW
APPROXIMATE LIMIT OF WORK
APPROXIMATE LIMIT OF WORK
E
E
EE
E
E EEEEEE
E
E
E
E
E
E
WM
BF
E E
E
E
EE
EE
REPAIR IN-KIND ANY
TURF DAMAGED BY
CONSTRUCTION
RELOCATED
OLIVE TREE
EXISTING TREE, TYP.
LANDSCAPE BOULDERS,
TYP. SEE LC101.
ROOT BARRIER
PROTECTION
REPAIR IN-KIND ANY
TURF DAMAGED BY
CONSTRUCTION
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & KIOSK
AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
7.12.23 0 20 feet
1"=10'-0"
10 30
MPMARISA PELTIERMPMP
PLANTING PLAN
PLANTING SCHEDULE
LP101
MISSION PLAZA ENHANCEMENTS
05.14.2024
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & KIOSK
AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
7.12.23 MPMARISA PELTIERMPMP
1 CITY STANDARD TREE PLANTING AND STAKING
NTS
2 CITY STANDARD SHRUB PLANTING
NTS
PLANTING DETAILS
LP501
MISSION PLAZA ENHANCEMENTS
05.14.2024
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-101
DETAIL REFERENCE BUBBLE WITH LEADER
DRAG STRUT CONNECTIONMOMENT CONNECTION
WIDE FLANGE STEEL COLUMN
NUMBER OF EVENLY SPACED
STEEL HSS TUBE COLUMN
WELDED WIRE FABRICELEVATION OF WALL OR FRAMESLOPED SURFACE
INDICATES SAND OR GROUTINDICATES GRAVELEARTH LAYER
NORTH ARROWSLOPEFULL HEIGHT SECTION INDICATORDETAIL REFERENCE BUBBLE
BEAM CAMBER AT MID-SPANSPECIAL STUD SPACING SEE TYPICALDOUBLE ANGLE BRACE
STEEL IN CROSS SECTION
FULL HEIGHT STIFFENER CONNECTION
STEPPED FOOTING
TOP/BOTTOM OF ELEVATIONS
TOP OF STEEL ± ELEVATIONMEMBER SPLICE
STEEL HSS OR PIPE COLUMN
(WWF LAYER)STEPPED SURFACE; FLOOR DEPRESSION
ANGLE BRACESHEAR STUDSSTEEL DETAILS
-
SBOT OF
EL = (-X'-X")
BOTTOM STEPPED FOOTING
WOOD POST
X
XX'-X"
INDICATES HEADER @ OPENING PER HEADER SCHEDULEINDICATES SPAN AND DIRECTION OF PREFABRICATED ROOF TRUSS (BY OTHERS)INDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST WITH WEB STIFFENER XXINDICATES BEARING WALLSHADED AREA INDICATES CALIFORNIA FRAMINGSHADED AREA INDICATES FOOTPRINT OF FLOOR ABOVEINDICATES SPAN AND DIRECTION OF ROOF RAFTER OR FLOOR JOIST XXINDICATES EXTENTS OF FRAMING OR OTHER STRUCTURAL ELEMENT
INDICATES PAD FOOTING TYPE PER SCHEDULE
1x INDICATES SHEAR WALL STRAP / HOLDOWN TYPE PER SCHEDULE
INDICATES BEARING CMU WALL BELOWINDICATES BEARING CMU WALL ABOVEINDICATES NON-BEARING CMU WALL BELOWINDICATES NON-BEARING CMU WALL ABOVEINDICATES EXISTING BEARING CMU WALLINDICATES BEARING CONCRETE WALL BELOWINDICATES EXISTING NON-BEARING CMU WALL INDICATES NON-BEARING CONCRETE WALL BELOWINDICATES BEARING CONCRETE WALL ABOVEINDICATES NON-BEARING CONCRETE WALL ABOVEINDICATES EXISTING NON-BEARING CONCRETE WALLINDICATES BEARING WOOD WALL BELOWINDICATES BEARING WOOD WALL ABOVE
INDICATES PLYWOOD SIDE FOR SHEARWALL
INDICATES NON-BEARING WOOD WALL BELOWINDICATES NON-BEARING WOOD WALL ABOVEINDICATES EXISTING BEARING WOOD WALL INDICATES EXISTING NON-BEARING WOOD WALL INDICATES EXISTING BEARING CONCRETE WALL KSI
FOOTING
HEIGHT
INCLUDEINFORMATION
INCLINFO
JST
INSP
INT
JOINTJOIST
KIPS
IDI-JSTINIF
HT
INCH
GRADE BEAM
HORIZONTAL
GROUND
HIGH POINT
H or HORIZHP
GBGRND
FACE OF MASONARYFOOT; FEET
FOMFJ
ELEVATOREDGE NAILEMBEDMENTEXISTING
EXTERIOR
EACH WAYEQUAL OR EQUIVALENT
EXIST or (E)
FDN
EWELEVESEQUIPEQ
STRUCTURAL STEEL SHAPES
WT, ST, MT
MC
AMERICAN STD CHANNEL SHAPE
MISC CHANNEL SHAPE
THRUTHKT & GT & BTOCTO
TBSTRUCT
STIFFSTL
SW
THREADEDTEMPERATURE; TEMPORARY
STIFFENERSSTEELSTANDARD
AMERICAN WOOD PRESERVERS ASSOCIATIONCONSTRUCTION JOINT; CONTROL JOINT
COMPLETE JOINT PENETRATION WELD
DIAPHRAGMDRAWINGDIAMETERDOWELEACH FACEELEVATION
EFELDWL
EACH
DIMDIAG
CONTRACTORCONSTRUCTIONCUBIC FOOT
PENNY (NAIL OR BAR DIA)
CONNECTION; CONNECTCONCRETE
DBL
CU FTd
DETAIL
CONSTRCONTRCJP CONTCONNCONC
BEARINGCENTER OF GRAVITYCENTER TO CENTERCANTILEVERCAMBER
COMPRESSIONCOLUMN
CONCRETE MASONRY UNIT
CLR
COMP
CMUCJCLBTWN
BLOCKING
BNBM
BLOCK
BLDGASTMAITC
SPECSSNSPCGSHTG
SEPPSIPVMT#PSL
SHEATHINGSHEET
SECTIONPARTIAL JOINT PENETRATION WELDREINFORCE; REINFORCINGPARALLEL STRAND LUMBERPAVEMENTREFERENCEREQUIREDPLATE WASHERPREFABRICATEDPLYWOOD
ORIGINAL
OD
PI
L
PC
OPP
NO or #
OC
MIN
(N)
MFR
PONDS PER LINEAL FOOTPROPERTY LINE
PERPENDICULAR
ADDL
APPROXIMATEARCHITECTURAL; ARCHITECTADJACENT
ARCHAPAAESSALUMALTADJ
ANCHOR BOLTAMERICAN CONCRETE INSTITUTE
AB
LINEAL FOOT
POUND(S)LOW POINTLEVEL OR LAMINATED VENEER LUMBER
MACHINE BOLTMASONRYMATERIAL
LINEAL; LINEAR
LONG SLOTTED HOLESLONG LEG VERTICAL
LFLT WT
MASMAXMATL
LVLLLVLLH
AMERICAN PLYWOOD ASSOCIATION)
KIPS PER SQUARE INCH
FTG
HSH HORIZONTALLY SLOTTED HOLES
INSIDE DIAMETERINSIDE FACEI-JOISTINSPECTION
INTERIOR
JT
K
GALVANIZED
HANGER
GLUED LAMINATED BEAM
HGR
GRGLB GALVGA
GRADEGAUGE
FACE OF CONCRETEFIELD NAILFLANGEFLOOR JOISTFRAMINGFACE OF WALLFACE OF STUD
FTFRMGFOWFOSFNFOCFLGFLRFIN
FLOORFINISH
ENGINEEREACH SIDEEQUIPMENT
FOUNDATION
EXT
ENGRENEMBED
TYP TYPICAL
PIPE-XPIPE-XX
HSS
C
PIPE L
W
WWFWDWPW/OW/UNO
VSH VERT
UT
DBL EXTRA STRONG PIPE SHAPEEXTRA STRONG PIPE SHAPE
HOLLOW STRUCTURAL SECTIONSTANDARD PIPE SHAPESTRUCT TEE SHAPE
ANGLE SHAPE
W SHAPE
WELDED WIRE FABRICWORK POINT; WATERPROOFWOODWITHOUTWITH
VERTICAL SLOTTED HOLES
ULTRA-SONIC TESTUNLESS NOTED OTHERWISE
VERTICAL
TOP or TTHRTOWTOSTOFTEMP
STIRR
SYM
SSSSLSTGRSTDSQ
TOP OF STEEL/TOP OF SLABTOP OF CURB; TOP OF CONCRETETHICKNESS/THICKTHROUGHTOP OF WALLTOPTOP OF FOOTINGTONGUE & GROOVETOP AND BOTTOMTOP OF
TIE BEAMSYMMETRICALSHEAR WALLSTRUCTURAL
STIRRUPSHORT SLOTTED HOLES
STAINLESS STEEL
STAGGERSQUARE
AWPA
AMERICAN SOCIETY FOR TESTING MATERIALSAMERICAN INSTITUTE OF TIMBER CONSTRUCTION
DF DOUGLAS FIR/LARCH
DIMENSIONDIAGONALELECTRICALEXPANSION JOINT
DWGELECEJEADIAPHDN DOWN
CENTER
DEPARTMENTDOUBLE
COUNTERSINK; COUNTERSUNKCONTINUE; CONTINUOUS
CTR
DEPTDET
CTSK
BETWEENCLEARANCE; CLEARCENTER LINECAST-IN-PLACE
COL
CIPBRGCAM OR CCANT CGCC
BUILDINGBOUNDARY NAILBOTTOMAMERICAN WELDING SOCIETY
BLKBOT OR BBRCBLKG
BRACEBEAM
AWS
SOG SIM
SCHED
RF
Ø
SHT
SECT
REINFREFREQD
PREFABPLYPTPWPSF
PJP
PROP
SPECIFICATIONSSLAB ON GRADESHEAR NAILSPACINGSIMILAR
ROUND; DIAMETER
ROOFSEPARATIONSCHEDULEPOUNDS PER SQUARE INCHPOUNDS PER SQUARE FOOTPOUND; NUMBERPRESSURE TREATEDPROPERTY
MECHANICAL
NEWNORTH
ON CENTER
NOT TO SCALENUMBER
OPENINGOPPOSITEOUTSIDE FACEORIENTED STRAND BOARDOPPOSITE HAND MINIMUM; MINUTE
OUTSIDE DIAMETER
MISCELLANEOUSMANUFACTURER
PARA OR //
PLF PLPLCS
P OR PL.PERP
OPNGOSBORIGOHOF
NTSMECHMISC
N
PLYWOOD INDEXPRECAST; PIECEPLATE
PLACES
PARALLEL
ARCHITECTURAL EXPOSED STRUCTURAL STEELAMERICAN NATIONAL STANDARDS INSTITUTEAMERICAN INSTITUTE OF STEEL CONSTRUCTIONADDITIONALANCHORALTERNATEALUMINUMAPPROVEDENGINEERED WOOD ASSOCIATION (FORMERLY THE
ANCHAPPROXAPPVDANSIAISCACI
LIGHTWEIGHT
MAXIMUM
LONG LEG HORIZONTAL
MB
LPLSHLINLB(S) OR #
DIA OR Ø
LSL LAMINATED STRAND LUMBER
A & B ABOVE AND BELOW
RR ROOF RAFTER
PA POST ABOVE
FTA FLOOR TIE ABOVE
KP KING POST
WO WHERE OCCURS
ABV ABOVE
KS KING STUD
TS TRIMMER STUD
C1 INDICATES CONTINUOUS FOOTING TYPE PER SCHEDULE
SYMBOLS WALL TYPES SHEET INDEX
ABBREVIATIONS
S-101 SHEET INDEX, ABBREVIATIONS, & SYMBOLSS-102 GENERAL NOTESS-103 GENERAL NOTESS-104 GENERAL NOTESS-105 SPECIAL INSPECTIONS & TESTSS-201 RESTROOM FOUNDATION & ROOF FRAMING PLANS-211 KIOSK FOUNDATION & ROOF FRAMING PLANS-221 CMU ELEVATIONSS-301 TYPICAL CONCRETE DETAILSS-302 TYPICAL CONCRETE DETAILSS-303 FPOUNDATION DETAILSS-401 TYPICAL MASONRY DETAILSS-402 TYPICAL MASONRY DETAILSS-403 TYPICAL MASONRY DETAILSS-404 TYPICAL STEEL DETAILSS-405 TYPICAL STEEL DETAILSS-406 TYPICAL STEEL DETAILSS-407 TYPICAL STEEL DETAILSS-411 STEEL DETAILSS-412 STEEL DETAILS
DO DO OVER HDR HEADER
F1
X
MISSION PLAZA ENHANCEMENTS
05.14.2024
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-102
1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES AND STANDARDS:
A. 2019 CALIFORNIA BUILDING CODE, PART 2, VOLUME 2 OF 2, AND TITLE 24 C.C.R. 2019 EDITION AND LATEST REVISIONS (INCLUDING SUPPLEMENTS AND ERRATA) HEREIN REFERRED TO AS “THE CODE”.
B. ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA).
C. CODES & STANDARDS REFERENCED IN THE CODE OR LISTED IN THESE NOTES AND SPECIFICATIONS.
2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OFTHE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK
PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE
CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.
3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.
4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. IN NO INSTANCE SHALL DIMENSIONS BE SCALEDFROM THE DRAWINGS.
5. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING:
A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS UNLESS
NOTED AND/OR DETAILED ON THE STRUCTURAL DRAWINGS
C. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS,
SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWNE. FLOOR AND ROOF FINISHESF. MISCELLANEOUS DRAINAGE AND WATERPROOFING G. ALL FIREPROOFING REQUIREMENTS INCLUDING FIREPROOFING OF STRUCTURAL STEEL H. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS
6. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING:
A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED.
B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.
C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES.
D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS.
7. SEE CIVIL DRAWINGS FOR THE FOLLOWING:
A. HEIGHT AND/OR ELEVATION OF:
a. FINISHED SURFACE
b. TOP OF WALL
c. TOP OF GRADE
d. FINISHED GRADE
e. SLOPE
B. SITE CONCRETE WALKWAYS, CURBS & PAVING
8. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURESNECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUTNOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT ETC. THE
CONTRACTOR IS RESPONSIBLE FOR PROVISION OF TEMPORARY SHORING AND OTHER CONSTRUCTION AIDS,
INCLUDING ALL ENGINEERING OF SUCH SYSTEMS, FOR TEMPORARY SUPPORT OF NEW AND/OR EXISTING
STRUCTURAL ELEMENTS AS REQUIRED FOR ERECTION AND OTHER CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION (UNO). OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE
INSPECTION OF THE ABOVE ITEMS OR CONCERN CONSTRUCTION MEANS AND METHODS OR CONSTRUCTION SAFETY.
9. BACKFILL SHALL NOT BE PLACED BEHIND EXTERIOR AND INTERIOR RETAINING WALLS UNTIL THE CONCRETE / CMU HAS ACHIEVED FULL DESIGN STRENGTH. FOR BRACED WALLS SUPPORTED BY STRUCTURAL DIAPHRAGMS.
BACKFILL SHALL NOT BE PLACED BEHIND THE WALL UNTIL THE DIAPHRAGM HAS BEEN INSTALLED , AND FOR CONCRETE DIAPHRAGMS, HAS ACHIEVED FULL DESIGN STRENGTH.
10. THE CONTRACT STRUCTURAL DRAWINGS SHOW THE BUILDING IN ITS FINAL INTENDED POSITION. CONTRACTOR SHALL MAKE PROVISIONS IN THE LAYOUT OF THE BUILDING TO TAKE INTO ACCOUNTS SHRINKAGE, CREEP,SHORTENING, ETC..
11. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS, UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHENDRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURALDRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS.
12. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE THE VERSION REFERENCED IN CHAPTER 35 OF THE CODE OR AS REFERENCED IN THE APPLICABLE DESIGN STANDARD.
13. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH
STRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER AND GEOTECHNICAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY.
14. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. THE CONTRACTOR TO DESIGN AND PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.
15. CONTRACTOR SHALL COORDINATE SHORING WITH DRAWINGS OF RECORD TO INSURE PROVISIONS FOR
POCKETS, BLOCKOUTS, OFFSETS, STEPPED FOOTINGS AND ANY OTHER ITEMS AFFECTED BY THE SHORING
16. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO WORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.
A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.
B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.
17. EDGE OF SLAB DIMENSIONS TO BE COORDINATED AND VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO FABRICATION.
GENERAL
1. FLOOR LIVE LOADS: (2019 CBC SECTION 1603.1.1)
2. ROOF LIVE LOADS (2019 CBC SECTION 1603.1.2)3. ROOF SNOW LOADS (2019 CBC SECTION 1603.1.3):
4. WIND DESIGN DATA (2019 CBC SECTION 1603.1.4) :
5. EARTHQUAKE DESIGN DATA (2019 CBC SECTION 1603.1.5):
6. GEOTECHNICAL INFORMATION (2019 CBC SECTION 1603.1.6):
REFER TO FOUNDATION GENERAL NOTES
7. FLOOD DESIGN DATA: (2019 CBC SECTION 1603.1.7)
THIS PROJECT IS NOT IN A FLOOD PLAIN
SITE AND OCCUPANCY PARAMETERS
PARAMETER VALUE REFERENCE
RISK CATEGORY II 2019 CBC TABLE 1604.5
SEISMIC IMPORTANCE FACTOR I = 1.0 ASCE 7-16 TABLE 1.5-2 MAPPED SPECTRAL RESPONSE ACCELERATIONS:
S S = 1.059g
2019 CBC 1613.2.1
S 1 = 0.39g
SITE CLASS D 2019 CBC 1613.2.2SPECTRAL RESPONSE COEFFICIENTS:
S DS = 0.847g
2019 CBC 1613.2.4
S D1 =
COMPONENTS & CLADDING WIND PRESSURES (PSF)
LOCATION COMPONENT TRIBUTARY AREA (SQ FT) 10 100 500
ROOF
ZONE 1 -1.8 -0.8 -0.8
ZONE 2e -1.8 -0.8 -0.8
ZONE 2n -2.0 -1.2 -1.0
ZONE 2r -1.8 -0.8 -0.8
ZONE 3e -2.5 -1.5 -1.0
ZONE 3r -2.0 -1.2 -1.0
ALL ZONES 0.9 0.5 0.5
OVERHANG
ZONE 1 -2.6 -1.6 -1.6
ZONE 2e -2.6 -1.6 -1.6
ZONE 2n -2.8 -2.0 -1.8
ZONE 2r -2.6 -1.6 -1.6
ZONE 3e -3.3 -2.3 -1.8
ZONE 3r -2.8 -2.0 -1.8
WALL
ZONE 4 -24.9 -21.6 -19.0
ZONE 5 -30.7 -23.9 -19.0
POSITIVE 22.9 19.0 17.1
BUILDING PARAMETERS
PARAMETER VALUE REFERENCE
SEISMIC DESIGN CATEGORY SDC = D 2019 CBC 1613.2.5
BASIC SEISMIC FORCE RESISTING SYSTEM
SPECIAL REINFORCED MASONRYSHEAR WALLS
RESTROOM KIOSK
ASCE 7-16 TABLE
12.2-1 RESPONSE MODIFICATION FACTOR R = 2 1.25
SYSTEM OVERSTRENGTH FACTOR Ωo = 2 1
2 1.25
DEFLECTION AMPLIFICATION FACTOR Cd = 1 3 4 1.25DESIGN BASE SHEAR V = 20.8k 4.62k ASCE 7-16 12.8.1 SEISMIC RESPONSE COEFFICIENTS Cs = 0.380 0.608 ASCE 7-16 12.8.1.1 ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE PROCEDURE ASCE 7-16 12.8
FLOOR LIVE LOADS
OCCUPANCY OR USE UNIFORM (PSF) CONC. (LBS) REFERENCE
TOILET ROOMS 60 ___ ASCE 7-16 TABLE C4.3-1
ROOF LIVE LOADS
OCCUPANCY OR USE UNIFORM (PSF) CONC. (LBS) REFERENCE
ROOF
ORDINARY FLAT, PITCHED AND CURVED ROOFS (THAT ARE NOT OCCUPIABLE) 20 ___
2019 CBC TABLE
1607.1
SNOW DESIGN DATA
PARAMETER VALUE REFERENCE
GROUND SNOW LOAD Pg = 0 PSF ASCE 7-16 7.2
WIND DESIGN DATA
PARAMETER VALUE REFERENCE
ULTIMATE DESIGN WIND SPEED (3-SEC GUST) VULT = 90 MPH 2019 CBC FIG. 1609.3 NOMINAL DESIGN WIND SPEED (3-SEC GUST) VASD = 70 MPH 2019 CBC 1609.3.1 EXPOSURE CATEGORY C 2019 CBC 1609.4.3
INTERNAL PRESSURE COEFFICIENT: GCpi = ± 0.18 ASCE 7-16 TABLE 26.13-1
DESIGN INFORMATION
1. GEOTECHNICAL INFORMATION AND FOUNDATION DESIGN IS BASED ON THE FOLLOWING GEOTECHNICAL REPORTS AND SUPPLEMENTS/ADDENDUMS. COPIES OF THE REPORTS AND SUPPLEMENTAL LETTERS SHALL BE AVAILABLE AT THE JOBSITE AT ALL TIMES.
2. SPREAD OR CONTINUOUS FOOTINGS:
NOTES:
A. THE ALLOWABLE CAPACITY MAY BE INCREASED BY ONE-THIRD WHEN CONSIDERING LOADS OF SHORT DURATION SUCH AS WIND OR SEISMIC FORCES.
B. THE ALLOWABLE LATERAL RESISTANCE CAN BE TAKEN AS THE SUM OF THE FRICTIONAL RESISTANCE AND PASSIVE RESISTANCE WITH THE LESSER REDUCED BY 33 PERCENT.
C. THE UPPER 0 FOOT OF SOIL NOT PROTECTED BY PAVEMENT SHALL BE NEGLECTED WHEN CALCULATING PASSIVE RESISTANCE.
D. COMPACTED FILL SHOULD BE PREPARED PER SECTION 6.0 GEOTECHNICAL EVALUATION REPORT
4. SLAB ON GRADE SUPPORT SHALL BE PER THE GEOTECHNICAL INVESTIGATION REPORT AND TYPICAL DETAILS IN THE CONSTRUCTION DOCUMENTS.
5. WHERE NOT SHOWN ON THE DRAWINGS, CONTRACTOR TO PROVIDE FOR DESIGN AND INSTALLATION OF ALL
CRIBBING, SHEATHING AND SHORING REQUIRED AND SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION
PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES.
6. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER AND/OR SEEPAGE.
7. EXCAVATION FOR FOOTINGS SHALL BE APPROVED BY THE INSPECTOR OR GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE AND REINFORCING.
8. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE CONCRETE OR GROUT HAS ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE ORPROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING.
9. EXCAVATIONS SHALL BE CUT SQUARE AND SMOOTH, WITH LEVEL BOTTOMS.
10. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY
COMPACTED IN LAYERS IN ACCORDANCE WITH THE GEOTECHNICAL INVESTIGATION REPORT AND APPROVED BY THE GEOTECHNICAL ENGINEER. FLOODING WILL NOT BE PERMITTED. ALL FILLS USED TO SUPPORT FOUNDATIONS SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER REPRESENTATIVE PERSECTION 1705.6 OF THE CODE.
11. ALL ABANDONED FOOTINGS, UTILITIES, ETC. SHALL BE REMOVED. NEW FOOTINGS MUST EXTEND INTO UNDISTURBED SOILS.
ELEMENT
ALLOWABLE
BEARING
CAPACITY
(PSF) A
ALLOWABLE LATERAL RESISTANCE B
PASSIVE
RESISTANCE
(PSF/FT BELOW
GRADE)
FRICTION
RESISTANCE
(COEFFICIENT OF
FRICTION)
BUILDING
FOUNDATION 2,000 350
150 (2:1 SLOPING DOWN) 0.35
RET WALL 1,500
REPORT/ADDENDUM TITLE PREPARED BY DATE PROJECT #
GEOTECHNICAL ENGINEERING REPORT
MISSION PLAZA RESTROOM AND CAFE
SAN LUIS OBISPO MISSION PLAZA
SAN LUIS OBISPO, CALIFORNIA
EARTH SYSTEMS PACIFIC
4378 OLD SANTA FE
ROAD SAN LUIS OBISPO,
CA 93401
OCTOBER 21, 2022 305341-001
FOUNDATION
1. DIMENSIONS SHALL BE DEFINED TO INCLUDE BOTH HORIZONTAL DIMENSIONS AND VERTICAL DIMENSIONS (ELEVATIONS).
2. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS.
3. SEE ARCHITECTURAL DRAWINGS FOR DIMENSION NOT NOTED ON STRUCTURAL DRAWINGS.
4. SEE ARCHITECTURAL AND/OR CIVIL DRAWINGS FOR FINISH FLOOR ELEVATIONS.
5. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND/OR ROOF ELEVATIONS.
6. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES.
DIMENSIONS
EXISTING CONDITIONS
1. ALL INFORMATION SHOWN ON THE PLANS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE FROM PLANS SUPPLIED BY THE OWNER, BUT WITHOUT GUARANTEE OF ACCURACY.
2. WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE INFORMATION PRESENTED, THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. NO MODIFICATIONS OF THE PLANS FOR NEW CONSTRUCTION SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT.
EXISTING UNDERGROUND UTILITIES
1. THE ARCHITECT AND ENGINEERS ARE NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE DRAWINGS. DRAWINGS, IF ANY, IS APPROXIMATE. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THECONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND/OR STRUCTURAL ENGINEER SHOULD ANY SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES WHICH MAY RESULT FROM HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES.
3. AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER MUST BE OBTAINED AT LEAST TWO WORKING DAYS BEFORE STARTING WORK WITH THIS PERMIT.
A. FOR PROJECTS IN SOUTHERN CALIFORNIA TELEPHONE NO. 1-800-422-4133.
B. FOR PROJECTS IN NORTHERN CALIFORNIA TELEPHONE NO. 1-800-227-2600.
MATERIAL ASTM STANDARD
PORTLAND CEMENT (TYPE II)A C150
CONCRETE AGGREGATES (HARDROCK) C33CONCRETE AGGREGATES (LIGHTWEIGHT)C C330 WATERB C1602
COAL FLY ASH OR POZOLLAN (CLASS F) C618
NATURAL OR MANUFACTURED SAND C33
SLAG C989
CONCRETE
LOCATION IN STRUCTURE MINIMUM STRENGTH (PSI) DENSITY (PCF) MAX SLUMP (IN±1) MAX WATER/CEMENT RATIO SLAG/ FLY ASHA (MAX)
CONCRETE
FOUNDATIONS, GRADEBEAMS, TIE BEAMS
4,000 150 4 0.5 0.15
CONCRETE BASEMENT
WALLS/STEM WALLS 4,000 150 4 0.5 0.15
CONCRETE SLAB ONGRADE 3,000 150 4 0.45 0.15
STAIRS ON GRADE, CURBS
AND OTHER NONSTRUCTURAL CONCRETE 3,000 150 4 0.5 0.15
SITE WALLS 3,000 150 4 0.5 0.15
1. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THE PROVISIONS OF ACI 318-14.
2. CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING STANDARDS:
A. FOR SOILS WITH HIGH CONCENTRATIONS OF SULFATES (EXPOSURES S2 OR S3 PER ACI 318-14 TABLE
19.3.2.1) PORTLAND CEMENT SHALL BE TYPE V. VERIFY WITH PROJECT GEOTECHNICAL REPORT.
B. WATER SHOULD ONLY BE ADDED AT THE BATCH PLANT. IN NO CASE SHALL THE DESIGN WATER/ CEMENT RATIO BE EXCEEDED.
C. PUMICE AGGREGATE SHALL NOT BE USED.
3. CONCRETE MIXES SHALL BE PROPORTIONED BASED ON SECTION 26.4.3 OF ACI 318-14, WHICH REFERENCES ACI 301-10 ARTICLE 4.2.3. MIX DESIGNS SHALL INCLUDE DOCUMENTATION OF MIX AVERAGE COMPRESSIVE STRENGTH THROUGH FIELD TEST DATA OR TRAIL MIXTURES IN ACCORDANCE WITH ACI 301-10 ARTICLE 4.2.3.4.SCHEDULE OF STRUCTURAL CONCRETE STRENGTHS AND LOCATIONS (UNO):
A. AS MEASURED BY CEMENTITIOUS WEIGHT
4. READY MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C94 OF C685.
5. DEPOSITING AND CONVEYING OF CONCRETE SHALL CONFORM TO SECTION 26.5 OF ACI 318-14 AND PROJECT SPECIFICATIONS.
6. ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED SHALL BE CLEANED AND ROUGHENED TO 1/4" AMPLITUDE.
7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.
8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED WITHOUT SEORAPPROVAL. NOTIFY THE SEOR IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THE DRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS.
9. PIPES EMBEDDED IN CONCRETE:
A. CONCRETE
a. PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOTE BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY SEOR.
b. NO CONDUITS SHALL BE PLACED IN CONCRETE FILL OVER METAL DECK. c. PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS.d. DO NOT STACK CONDUITS, SPACE EMBEDDED PIPES AND CONDUITS AT A MINIMUM OF 3 DIAMETERS CLEAR FROM OTHER EMBEDDED PIPES/CONDUITS AND REBAR.
1. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE CODE AND WITH THE PROVISIONS OF ACI 318-14, ASTM A706, GRADE 60 UNO. ASTM A615 GR 60 STEEL MAY BE SUBSTITUTED FOR ASTM A706 GR60 STEEL PER ACI 318-14 SECTION 20.2.2.5 PROVIDED THE FOLLOWING CONDITIONS ARE MET:
A. THE ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI.
B. THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL YIELD STRENGTH IS NOT LESS THAN
1.25. C. WHERE REINFORCEMENT COMPLYING WITH ASTM A615 IS TO BE WELDED, CHEMICAL TESTS SHALL BE PERFORMED TO DETERMINE WELDABILITY IN ACCORDANCE WITH SECTION 26.6.4 OF ACI 318-14.
2. BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
3. WELDED WIRE REINFORCEMENT (WWR), PLAIN OR DEFORMED, SHALL CONFORM TO ASTM A185. WELDED DEFORMED WIRE REINFORCEMENT (WWR) SHALL CONFORM TO ASTM A1064. ALL WWR FOR STAIR PANS AND ALL WWR FOR CONCRETE FILL ON METAL DECK TO BE PLAIN WWR. PROVIDE LAPS PER ACI 318-14 SECTION
25.5.3 OR 25.5.4 MINIMUM. WWR SHALL BE SUPPORTED ON APPROVED CHAIRS.
4. REINFORCING BAR LAP SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP ALL HORIZONTAL BARS AT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS.
A. MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN CONCRETE SHALL BE PER ACI 318-14 SECTION 25.5.2 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.
B. MINIMUM LAP SPLICE LENGTH FOR REINFORCING STEEL BARS IN MASONRY SHALL BE PER ACI 530-13 SECTION 8.1.6.7.1 OR 9.3.3.4 AND THE REINFORCING SCHEDULE ON THE DRAWINGS.
5. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION IS MADE. ALL REINFORCING CONFORMING TO DIFFERING ASTM SPECIFICATIONS AND/OR OF DIFFERING
GRADES SHALL BE CLEARLY MARKED TO DIFFERENTIATE THEM FROM OTHER REINFORCING STEEL IF CONCURRENTLY PRESENT ON SITE.
6. WHERE WELDING OF REINFORCING IS APPROVED BY THE STRUCTURAL ENGINEER, IT SHALL BE DONE BY AWS CERTIFIED WELDERS USING E80XX OR APPROVED ELECTRODES. WELDING PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF STRUCTURAL WELDING CODE- REINFORCING STEEL", AWS-D1.4-15. REINFORCING BARSTO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706.
7. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SUPPORTED BEFORE THE CONCRETE IS
PLACED AND SHALL BE SECURED AGAINST DISPLACEMENT DURING CONSTRUCTION WITHIN PERMITTED TOLERANCES. ADEQUATE SUPPORTS ARE ALSO NECESSARY TO KEEP THE REINFORCING STEEL AT THE PROPER DISTANCE FROM THE FORMS. USE WIRE BAR SUPPORTS, PRECAST CONCRETE SUPPORTS, SPACERS, BOLSTERS, REINFORCEMENT OR OTHER MEANS OF SUPPORT PER THE "CRSI MANUAL OF STANDARD PRACTICE", LATEST EDITION.
8. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "CRSI MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", LATEST EDITION.
9. COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ARCHITECT FOR APPROVAL BY THE SEOR PRIOR TO FABRICATION IN ACCORDANCE WITH THE SPECIFICATIONSAND APPLICABLE CODES. THESE DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OF CONCRETE. THE REINFORCING PLACEMENT DRAWINGS SHALL INCLUDE ALL PRIMARY REINFOREMENT, LAP SPLICES, TIES, DOWELS, HEADED U-DOWELS, EMBED PLATES, ANCHOR BOLTS, ETC. AREAS OF CONGESTIONSHALL BE DETAILED SUFFICIENTLY TO DEMONSTRATE THAT PLACEMENT OF REBAR MEETS SPACING REQUIREMENTS OF ACI 318-14.
10. MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED TO THE INSPECTOR OF RECORD PRIOR TO PLACEMENT OF CONCRETE PER ACI 318-14 SECTION 26.13.2.3 OF THE CODE.
11. WHEN REQ'D, INSPECTION OF CONCRETE SHALL INCLUDE INSPECTION DURING INSTALLATION OF REINFORCING STEEL. INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL,
CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OR REINFORCING STEEL.
12. CONCRETE PROTECTION FOR REINFORCEMENT13. MECHANICAL BAR SPLICE CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-14 SECTION
25.5.7 USE OF MECHANICAL CONNECTIONS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. SPLICES MUST BE TESTED AS INDICATED IN THE CONCRETE REINFORCEMENT SPECIFICATION. ACCEPTABLE PRODUCTS INCLUDE:
LENTON STANDARD COUPLERS (IAPMO-ES 0129)LENTON FORM SAVERS, TYPE SA (IAPMO-ES 0129)LENTON WELDABLE HALF COUPLERS (IAPMO-ES 0129)LENTON LOCK COUPLERS PER (IAPMO-ES 0129)NOTE THAT REBAR ATTACHED TO PLATE USING LENTON WELDABLE HALF COUPLERS SHALL BE ASTM A706 PER IAPMO-ES 0129.
ALL MECHANICAL BAR SPLICE CONNECTIONS IN SPECIAL STRUCTURAL WALLS, SPECIAL MOMENT FRAMES AND CONCRETE DIAPHRAGMS SHALL BE TYPE 2 CONFORMING TO THE REQUIREMENTS OF ACI 318-14 SECTION 18.2.7 & 18.12.7.4
THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE
PROVIDED FOR
REINFORCEMENT IN CAST-IN-PLACE CONCRETE
(NON-PRESTRESSED):
MINIMUM COVER,
IN.
A. CONCRETE CAST AGAINST AND PERMANENTLY
EXPOSED TO EARTH 3B. CONCRETE EXPOSED TO EARTH OR WEATHER:
NO.6 THROUGH NO. 18 BAR NO.5 BAR, W31 OR D31 WIRE & SMALLER 2 1 1
2"
C. CONCRETE NOT EXPOSED TO WEATHER OR INCONTACT WITH GROUND:
SLABS, WALLS, JOISTS: NO.14 AND NO.18 BARS NO.11 BAR & SMALLER BEAMS, COLUMNS: PRIMARY REINFORCEMENT TIES, STIRRUPS,
SPIRALS
1 1
2"
3 4"
1 1
2"
REINFORCING STEEL
MISSION PLAZA ENHANCEMENTS
05.14.2024
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-103
1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF "SPECIFICATION FOR MASONRY STRUCTURES" (TMS 402-16) PUBLISHED BY THE MASONRY SOCIETY AND WITH CHAPTER 21 OF THECODE.
2. CONCRETE MASONRY UNITS SHALL COMPLY WITH SECTION 2103.1 OF THE CODE AND BE HOLLOW LOAD BEARING CONFORMING TO ASTM C90 AND MEET THE FOLLOWING REQUIREMENTS:
3. MORTAR SHALL CONFORM TO SECTION 2103.2 OF THE CODE AND ASTM C270 AND HAVE THE FOLLOWING PROPERTIES AND STRENGTHS: SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.
4. GROUT SHALL COMPLY WITH SECTION 2103.3 OF THE CODE AND ASTM C476. GROUT SHALL MEET THE FOLLOWING REQUIREMENTS:
SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.
5. MORTAR AND GROUT COMPONENTS SHALL CONFORM WITH THE FOLLOWING:
6. ADMIXTURES SHALL NOT BE USED IN GROUT EXCEPT BY SPECIFIC CONSENT OF SEOR.
SEE NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR TESTING REQUIREMENTS.
7. REINFORCING BARS - SEE NOTES UNDER "REINFORCING STEEL" FOR REQUIREMENTS.
8. PROVIDE A MINIMUM OF 1/2" CLEAR BETWEEN MAIN REINFORCING AND MASONRY UNITS.
9. ALL CELLS SHALL BE GROUTED SOLID.
10. DESIGN f'm = 2,000 PSI FOR CMU CONSTRUCTION, TYPICAL. PRISM TESTING SHALL BE PERFORMED AS PER THE REQUIREMENTS OF PROJECT SPECIFICATIONS. SEE ALSO NOTES UNDER "TEST AND INSPECTION REQUIREMENTS" FOR REQUIREMENTS.
11. USE RUNNING BOND PATTERN UNO BY ARCHITECT. USE OPEN ENDED UNITS FOR STACKED BOND PATTERN.12. USE OF "HIGH-LIFT" GROUT CONSTRUCTION IS SUBJECT TO APPROVAL BY SEOR AND JURISDICTION. MAX GROUT LIFT HEIGHT SHALL BE 5'-4" IN ACCORDANCE WITH TMS 602-16 ARTICLE 3.5D. GROUT LIFT HEIGHT MAY BE INCREASED TO 12'-8" IF THE FOLLOWING CONDITIONS ARE MET:
A. MASONRY HAS CURED FOR AT LEAST 4 HOURS
B. GROUT SLUMP IS MAINTAINED BETWEEEN 10" - 11"
C. NO BOND BEAMS OCCUR BETWEEN TOP AND BOTTOM OF POUR HEIGHT D. CLEANOUTS ARE PROVIDED AT 32" MAX OC FOR CLEANING AND INSPECTION PRIOR TO GROUTING PER TMS 602-16 ARTICLE 3.2F.
13. CONSOLIDATE GROUT AT TIME OF PLACEMENT USING MECHANICAL VIBRATION OR USE A SELF
CONSOLIDATING GROUT
14. EMBEDDED PIPES AND CONDUITS
A. CONDUITS, PIPES AND SLEEVES MAY BE EMBEDDED IN MASONRY ONLY IF COMPLYING WITH THE FOLLOWING REQUIREMENTS:
a. THEY SHALL BE SPACED NO CLOSER THAN 3 DIAMETERS ON CENTER b. THE MAXIMUM AREA OF VERTICAL PIPES, CONDUITS, OR SLEEVES PLACED IN MASONRY COLUMNS OR PILASTERS SHALL NOT EXCEED 2 PERCENT OF THE CROSS SECTION c. THE MAXIMUM NUMBER OF PIPES ALLOWED IN A CELL FOR WALLS IS THE FOLLOWING:d. WRAP PIPES AND FITTINGS WITH 1 4" FOAM TAPE MIN.
B. PIPES SHALL NOT BE EMBEDDED IN MASONRY WHEN:
a. CONTAINING LIQUID GAS OR VAPORS AT TEMPERATURES HIGHER THAN 150° F b. UNDER PRESSURE IN EXCESS OF 55 PSI
c. CONTAINING WATER OR OTHER LIQUIDS SUBJECT TO FREEZING C. ALUMINUM PIPES SHALL NOT BE EMBEDDED IN CMU
COMPONENT ASTM NOTES
SAND ASTM C144
LIME ASTM C207
PORTLAND CEMENT ASTM C150 TYPE I or II, LOW ALKALI, < 6 MONTHS OLD PEA GRAVEL ASTM C301
MASONRY
WALL DESIGN STRENGTH NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS DENSITY f'm = 2,000 PSI 2,000 PSI MINIMUM MEDIUM WIEGHTf'm = 2,500 PSI 3,250 PSI MINIMUM MEDIUM WIEGHT WALL DESIGN STRENGTH MORTAR TYPE MORTAR 28 DAY COMPRESSIVE STRENGTH f'm = 2,000 PSI S 2,000 PSI MINIMUM
f'm = 2,500 PSI M 2,500 PSI MINIMUM
WALL DESIGN STRENGTH COMPRESSIVE STRENGTH GROUT 28 DAY MIX DESIGN f'm = 2,000 PSI 2,000 PSI
3 PARTS SAND
2 PARTS PEA GRAVEL
1 PART PORTLAND CEMENT
8-11 INCH SLUMP
f'm = 2,500 PSI - SUBMIT MIX DESIGN
WALL THICKNESS REINFORCED CELL UN-REINFORECED CELL
8" (2) 1
2" Ø
(1) 3 4" Ø
(3) 1
2" Ø
(2) 3 4" Ø
(1) 1" Ø
12"
(4) 1
2" Ø
(3) 3 4" Ø
(2) 1" Ø
(1) 1 1
4" Ø
(5) 1
2" Ø
(4) 3 4" Ø
(3) 1" Ø
(2) 1 1
4" Ø
1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED BY AN APPROVED AND LICENSED FABRICATOR IN ACCORDANCE WITH AISC 360-16 AND CHAPTER 22 OF THE CODE.
2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION AS INDICATED BELOW (UNO):
W SHAPES, WT SHAPES A992
ANGLES, CHANNELS A36
HSS A500 GRB
SIMPLE SHEAR TAB CONNECTION PLATES
(AS NOTED ON DWG'S) A36
HIGH STRENGTH BOLTS A325/F1852, A490SC/F2280SC
(AS NOTED ON DRAWINGS) A325SC/F1852SC
ANCHOR RODS (AS NOTED ON DRAWINGS) F1554 GR36
COMMON/MACHINE BOLTS A307 GR A
3. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL STEEL FOR REVIEW AND APPROVAL BY THE AOR AND SEOR PRIOR TO FABRICATION.
4. BOLT HOLES USED IN STEEL SHALL BE 1/16" LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, EXCEPT AS NOTED.
5. ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE, MASONRY, SPRAY ON FIREPROOFING,
OR ARE ENCASED BY BUILDING FINISH, SHALL BE LEFT UNPAINTED, EXCEPT AS REQUIRED FOR DESIGNATION OF PROTECTED ZONES.
6. PRIOR TO FABRICATING PLATES, MEMBERS, OR OTHER STEEL ASSEMBLIES ATTACHED TO REINFORCED
CONCRETE/MASONRY USING POST-INSTALLED ANCHORS, CONTRACTOR SHALL LOCATE ALL REINFORCEMENT AND CONFIRM CONSTRUCTABILTY OF ANCHOR LOCATIONS. SHOULD CONFLICTS WITH REINFORCEMENT
OCCUR, CONTRACTOR SHALL COORDINATE AND SUBMIT ALTERNATE ANCHOR LOCATIONS AND REVISED STEEL FABRICATIONS TO SEOR FOR REVIEW AND APPROVAL. DO NOT CUT OR DAMAGE EXISTING REINFORCEMENT.
7. ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL EXPOSED TO THE WEATHER SHALL BE HOT DIP GALVANIZED AFTER FABRICATION, UNLESS CALLED OUT TO BE PAINTED ON THE CONSTRUCTION DOCUMENTS.
PROTECT FIELD WELDS EXPOSED TO THE WEATHER VIA PRIME AND PAINT OR BRUSH / COLD GALVANIZING.
REFER TO ARCH DRAWINGS FOR STEEL FINISH. ALL ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL CONFORM TO REQUIREMENTS OF AISC 303-16.
8. ALL WELDING IS TO BE DONE BY CERTIFIED WELDERS USING E70XX ELECTRODES (UNO). ALL WELDS SHALL BE IN CONFORMANCE WITH THE PROJECT SPECIFICATIONS AND THE CODE FOR WELDING IN BUILDINGCONSTRUCTION (AWS D1.1-10) OF THE AMERICAN WELDING SOCIETY. SEE SPECIAL INSPECTIONS SECTION FORWELDING INSPECTION REQUIREMENTS. ALL WELDING FOR ELEMENTS OF THE LATERAL FORCE RESISTING SYSTEM SHALL PER AWS D1.8-09.
9. THE CONTRACTOR SHALL SUBMIT ALL WELDING PROCEDURE SPECIFICATIONS FOR REVIEW AND APPROVAL BY SEOR. THE SUBMITTED WELDING PROCEDURES SHALL INCLUDE ONLY THOSE PROCEDURES RELEVANT TO THIS PROJECT. ALL WELDED JOINTS SHALL BE PREQUALIFIED PER AWS OR BE QUALIFIED BY TEST PER AWS. APROCEDURE QUALIFICATION RECORD (PQR) SHALL BE INCLUDED WITH THE WPS IF THE WELDING PROCEDURE OR JOINT IS QUALIFIED BY TESTING. THE ELECTRODE MANUFACTURER AND PRODUCT/TRADE NAME SHALL BE IDENTIFIED IN THE WPS IN ADDITION TO THE AWS ELECTRODE CLASSIFICATION NAME. A COPY OF THE
ELECTRODE MANUFACTURER'S TECHNICAL DATA SHEETS WITH THE RECOMMENDED WELDING PARAMETERS SHALL BE SUBMITTED WITH THE WPS.
10. 100 PERCENT ULTRASONIC TESTING IS REQUIRED FOR ALL COMPLETE JOINT PENETRATION GROOVE WELDS.11. IF INTERMIXING OF WELD FILLER MATERIAL IS REQUIRED AT SPECIFIC WELDED JOINTS, AND IF ONE OF THE FILLER METALS IS FCAW-S, SUBMIT A WELDING PROCEDURE SPECIFICATION (WPS) AND QUALIFY BY TESTING.
12. DISCONTINUITIES IN WELDS CREATED BY ERRORS OR BY FABRICATION OR ERECTION OPERATIONS, SUCH AS TACK WELDS, ERECTION AIDS, AIR ARC GOUGING AND FLAME CUTTING SHALL BE REPAIRED AS REQUIRED BYSEOR.
STRUCTURAL STEEL
1. ALL HEADED STUDS WELDED TO BEAMS OR CONCRETE CONNECTIONS SHALL BE NELSON STUDS (ICC-ESR 2856), OR APPROVED EQUAL. STUD MATERIAL SHALL BE IN ACCORDANCE WITH AWS D1.1-10, "STRUCTURAL WELDING CODE-STEEL"
2. NELSON SHEAR CONNECTOR STUDS SHALL BE AUTOMATICALLY END WELDED IN THE SHOP OR IN THE FIELD WITH EQUIPMENT AND PROCEDURES RECOMMENDED BY NELSON STUD WELDING, INC. AND COMPLY WITH AISC 360-16 SECTION M2, ITEM 4 AND AWS D1.1-10. WELDING SHALL BE DONE IN SUCH A MANNER AS TO PROVIDE COMPLETE FUSION BETWEEN THE WELDED END OF THE STUD AND THE PLATE.
3. ALL SURFACES TO RECEIVE NELSON STUDS SHALL BE CLEAN, UNPAINTED AND FREE OF HEAVY RUST AND MILL SCALE, DIRT, SAND OIL, WATER OR OTHER DELETERIOUS MATERIALS.
STEEL HEADED STUDS
1. ALL LIGHT GAGE METAL FRAMING CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 2211 OF THE CODE AND AISI 5100-16 "SPECIFICATIONS FOR DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS".
2. MEMBER IDENTIFICATION SHALL BE AS SHOWN:
A. MEMBER DEPTH:
(EXAMPLE: 6" = 600/100 INCHES)
ALL MEMBER DEPTHS ARE TAKEN IN 1/100 INCH INCREMENTS. FOR "T" SECTIONS, MEMBER DEPTH IS THE INSIDE TO INSIDE DIMENSION.
B. STYLE:
(EXAMPLE: STUD OR JOIST SECTION = "S")
THE FOUR ALPHA CHARACTERS USED TO DESIGNATE THE TYPE OF SECTION ARE:
x S = STUD OR JOIST SECTIONSx T = TRACK SECTIONSx U = CHANNEL SECTIONSx F = FURRING CHANNEL SECTIONS C. FLANGE WIDTH:
(EXAMPLE: 1 5/8" = 1.625" = 162/100 INCHES)
ALL MEMBER FLANGE WIDTH ARE TAKEN IN 1/100 INCH INCREMENTS.
D. MATERIAL THICKNESS:
(EXAMPLE: 0.054" = 54 MIL = 54/1,000 INCHES)
MATERIAL THICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS. MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE DESIGN THICKNESS.
3. ALL CALCULATED MEMBER PROPERTIES PER AISI SPECIFICATIONS ARE BASED ON THE FOLLOWING THICKNESSES:
4. ALL LIGHT GAGE METAL FRAMING SHALL CONFORM WITH THE FOLLOWING:
GALVANIZED STUDS & TRACKS: ASTM A653 SQ, GR 50
12 (97), 14 (68) OR 16 (54) GAGE (MILS) (Fy = 50,000 PSI) GALVANIZED STUDS & TRACKS: ASTM A653 SQ, GR 33
18 (43), 20 (33) GAGE (MILS) (Fy = 33,000 PSI)
GALVANIZED BACKING PLATES: ASTM A653 SQ, GR 50
(Fy = 50,000 PSI)
GALVANIZED END CLOSURES, ASTM A653 SQ, GR 33
BRIDGING AND ACCESSORIES (Fy = 33,000 PSI)
5. ALL LIGHT GAGE METAL FRAMING SHALL BE GALVANIZED.
6. DOUBLE VERTICAL STUDS SHALL BE STITCH WELDED TOGETHER ON BOTH FLANGES WITH 1/16" GROOVE WELDS x 1" LONG AT 12" ON CENTER, U.N.O. ON DRAWINGS.
7. TOP AND BOTTOM TRACK GAGE THICKNESS SHALL MATCH THE GAGE THICKNESS OF THE WALL STUDS, U.N.O.
8. MINIMUM STUD PROPERTIES SHALL BE PER AISI 5100-16.
THE FOLLOWING ARE ACCEPTABLE MANUFACTURERS:
x CLARK DIETRICH (ICC ESR 4782 AND 4784P)x CEMCO (ICC ESR 3016)x APPROVED EQUAL
9. ALL SHEET METAL SCREWS SHALL PROTRUDE 1/4" MIN THROUGH METAL FRAMING.
10. THE CONTRACTOR IS PROHIBITED FROM USING TORCHES TO BURN HOLES IN TRACKS OR STUDS.11. PUNCHED OPENINGS IN THE PARTITION WALL STUDS AND EXTERIOR WALL STUDS NEED TO BE LOCATED A MINIMUM OF 1.5 TIMES THE DEPTH OF THE STUD FROM THE CONNECTION AT THE FLOOR, CONNECTION AT THE UNDERSIDE OF THE DECK, AND CONNECTIONS OF HEADERS AND SILLS TO JAMBS.
MINIMUM THICKNESS REFERENCE GAGE DESIGN THICKNESS
33 MIL 20 GA - STRUCTURAL 0.0346"43 MIL 18 GA 0.0451"
54 MIL 16 GA 0.0566"
68 MIL 14 GA 0.0713"
97 MIL 12 GA 0.1017"
118 MIL 10 GA 0.1242"
A
600
B
S
C
162 -
D
54 COLD-FORMED STEEL (LIGHT GAGE METAL FRAMING)
1. ALL HEADED STUDS WELDED TO BEAMS OR CONCRETE CONNECTIONS SHALL BE NELSON STUDS (ICC-ESR 2856), OR APPROVED EQUAL. STUD MATERIAL SHALL BE IN ACCORDANCE WITH AWS D1.1-10, "STRUCTURAL WELDING CODE-STEEL"
2. NELSON SHEAR CONNECTOR STUDS SHALL BE AUTOMATICALLY END WELDED IN THE SHOP OR IN THE FIELD WITH EQUIPMENT AND PROCEDURES RECOMMENDED BY NELSON STUD WELDING, INC. AND COMPLY WITH AISC 360-16 SECTION M2, ITEM 4 AND AWS D1.1-10. WELDING SHALL BE DONE IN SUCH A MANNER AS TO PROVIDE COMPLETE FUSION BETWEEN THE WELDED END OF THE STUD AND THE PLATE.
3. ALL SURFACES TO RECEIVE NELSON STUDS SHALL BE CLEAN, UNPAINTED AND FREE OF HEAVY RUST AND MILL SCALE, DIRT, SAND OIL, WATER OR OTHER DELETERIOUS MATERIALS.
STEEL HEADED STUDS
POST-INSTALLED ANCHORS IN CONCRETE / MASONRY
1. POST-INSTALLED ANCHOR CAPACITIES IN CONCRETE SHALL BE DETERMINED PER SECTION 1901.3 OF THE CODE AND ACI 318-14 CHAPTER 17 USING STRENGTH DESIGN.
2. POST INSTALLED ANCHORS IN CONCRETE AND MASONRY SHALL BE PREQUALIFIED FOR SEISMIC APPLICATIONS
IN ACCORDANCE WITH THE FOLLOWING INSTALLATION OF POST-INSTALLED ANCHORS SHALL BE IN ACCORDANCE WITH THE LISTED APPLICABLE ICC EVALUATION REPORT. **LIMITATIONS OF USE OF POWER ACTUATED FASTENERS:
PER SECTION 13.4.5 OF ASCE 7-16 POWER ACTUATED FASTENERS IN CONCRETE OR STEEL SHALL NOT BE USEDFOR SUSTAINED TENSION LOADS OR FOR BRACE APPLICATIONS IN SEISMIC UNLESS APPROVED FOR SEISMICLOADING. POWER ACTUATED FASTENERS IN MASONRY SHALL NOT BE PERMITTED UNLESS APPROVED FOR SEISMIC LOADING.
EXCEPTION: POWER ACTUATED FASTENERS IN CONCRETE USED FOR SUPPORT OF ACOUSTICAL TILE OR LAY-IN PANEL SUSPENDED CEILING APPLICATIONS AND DISTRIBUTED SYSTEMS WHERE THE SERVICE LOAD ON ANY INDIVIDUAL FASTENER DOES NOT EXCEED 90 LB.
3. EXPANSION ANCHOR EMBEDMENTS IN THE DRAWINGS ARE MINIMUM "EFFECTIVE EMBEDMENTS" (hef) AS SHOWN IN THE ICC REPORT CORRESPONDING TO THE ANCHOR.
4. LOCATE ALL EXISTING REINFORCEMENT BY NON-DESTRUCTIVE MEANS (X-RAY, PACOMETER, GPR, ETC.) PRIOR TO DRILLING OR INSTALLING POST-INSTALLED ANCHORS. COORDINATE POST-INSTALLED ANCHOR LOCATIONS WITH LOCATIONS OF EXISTING REINFORCEMENT. DO NOT CUT OR DAMAGE EXISTING REINFORCEMENT.
5. ALL POST-INSTALLED ANCHORS USED IN DRY INTERIOR CONDITIONS SHALL BE CARBON STEEL, U.N.O
6. ALL POST-INSTALLED ANCHORS USED AT EXTERIOR CONDITIONS, EXPOSED TO THE ELEMENTS, OR USED IN A DAMP ENVIRONMENT (I.E. KITCHENS) SHALL BE STAINLESS STEEL, U.N.O.
7. WHERE POST-INSTALLED MECHANICAL ANCHORS ARE USED FOR NON-VIBRATION ISOLATED MECHANICAL EQUIPMENT RATED OVER 10 HP, THEY SHALL BE QUALIFIED IN ACCORDANCE WITH ACI 355.2.
8. IF THE CONCRETE CRACKS DURING THE INSTALLATION OF AN ANCHOR, THE ANCHOR SHALL BE REMOVED OR ABANDONED. FOR ABANDONED ANCHORS AND ABANDONED ANCHOR HOLES:
A. FILL ALL EMPTY ABANDONED ANCHOR HOLES WITH A DRY-PACK MORTAR.
B. FOR ABANDONED EXPANSION ANCHORS WHICH CANNOT BE REMOVED WITHOUT DAMAGING THE
SUBSTRATE, CUT/BURN OFF THE END OF THE BOLT FLUSH WITH THE FACE OF CONCRETE/MASONRY AND THEN DRIVE ABANDONED ANCHOR TO BOTTOM OF HOLE. FILL REMAINDER OF HOLE WITH A DRY-PACK MORTAR.
C. FOR ABANDONED ADHESIVE OR UNDERCUT ANCHORS WHICH CANNOT BE REMOVED WITHOUT DAMAGING THE SUBSTRATE, BURN OFF THE END OF THE BOLT/ROD 1" BELOW THE SURFACE OF CONCRETE/MASONRY AND FILL REMAINDER OF HOLE WITH A DRY-PACK MORTAR.
D. ABANDONED ANCHOR HOLES (WHETHER FILLED WITH DRY-PACK OR CONTAINING ABANDONED ANCHORS) MAY NOT BE LOCATED ANY CLOSER THAN 3x DIAMETER CENTER-TO-CENTER TO ANYANCHOR IN SERVICE. ANCHORS NOT MEETING THIS MINIMUM SPACING MAY HAVE REDUCED CAPACITY AND SHALL BE REVIEWED WITH THE SEOR.
SUBSTRATE
MATERIAL ANCHOR TYPE ANCHOR PRODUCT ICC EVALUATION REPORT ACCEPTANCE CRITERIA CONCRETE EXPANSION ANCHORS SIMPSON STRONGBOLT 2 ICC ESR-3037 AC193 CMU EXPANSION ANCHORS SIMPSON STRONGBOLT 2 IAPMO ES ER 240 AC01 OR AC106 CONCRETE SCREW ANCHOR SIMPSON TITEN HD ICC ESR-2713 AC193 CMU SCREW ANCHOR SIMPSON TITEN HD ICC ESR-1056 AC106
CONCRETE ADHESIVE ANCHORS SIMPSON SET-XP ICC ESR-2508 AC193 CMU ADHESIVE ANCHOR SIMPSON SET-XP IAPMO ES ER 265 AC58 CONCRETE POWER ACTUATED FASTENER** SIMPSON PDPAW ICC ESR-2138 AC70
SUBSTRATE
MATERIAL ANCHOR TYPE ANCHOR PRODUCT ICC EVALUATION REPORT ACCEPTANCE CRITERIA CONCRETE EXPANSION ANCHORS HILTI KB-TZ ICC ESR-1917 AC193CONCRETE SCREW ANCHOR HILTI KH-EZ ICC ESR-3027 AC193CONCRETE ADHESIVE ANCHORS HILTI HIT-HY 200 ICC ESR-3187 AC308CONCRETE POWER ACTUATED FASTENER** HILTI X-U ICC ESR-2269 AC70
1. CONDUCT TESTING OF POST- INSTALLED ANCHORS PER SECTION 1901.3.4 OF THE CODE.
2. WHERE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS OR APPLICABLE ICC-ES EVALUATION SERVICES
REPORT CALL FOR THE APPLICATION OF AN INSTALLATION TORQUE, THE SPECIFIED TORQUE SHALL BE APPLIED WITH A CALIBRATED TORQUE WRENCH. THE SPECIFIED INSTALLATION TORQUE SHALL NOT BE EXCEEDED.
3. THE SPECIAL INSPECTOR SHALL BE ON THE JOBSITE DURING ANCHOR INSTALLATIONS AS REQUIRED PER CHAPTER 17 OF THE CODE, UNLESS OTHERWISE NOTED IN ICC-ES ESR, TO VERIFY ANCHOR, ANCHOR DIMENSIONS, CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, HOLE DIMENSIONS, ANCHOR SPACING,EDGE DISTANCES, SLAB THICKNESS, ANCHOR EMBEDMENT, AND INSTALLATION TORQUE.
4. TEST LOAD: REQUIRED TEST LOADS SHALL BE DETERMINED BY ONE OF THE FOLLOWING METHODS:
A. TWICE THE MAXIMUM ALLOWABLE TENSION LOAD OR ONE AND A QUARTER (1 1/4) TIMES THE MAXIMUM DESIGN STRENGTH PROVIDED BY THE ICC REPORT OR DETERMINED PER ACI 318. THE TENSION TEST LOAD NEED NOT TO EXCEED 80 PERCENT OF THE NOMINAL YIELD STRENGTH OF THE ANCHOR (0.8 As Fy). SEE STRUCTURAL DETAILS FOR DESIGN-BASED TENSION TEST LOADS FOR ADHESIVE ANCHORS.
B. THE MANUFACTURER'S RECOMMENDED INSTALLATION TORQUE AS APPROVED BY THE ICC REPORT.
5. TENSION OR TORQUE TESTING OF POST-INSTALLED ANCHORS SHALL BE DONE IN THE PRESENCE OF THE
SPECIAL INSPECTOR AND A REPORT OF THE TEST RESULTS SHALL BE SUBMITTED TO THE IOR AND ENFORCEMENT AGENCY.
6. THE SPECIAL INSPECTOR SHALL SELECT ANCHORS FOR TESTING AT RANDOM.7. TEST FREQUENCY:
APPLICATION QUANTITY
STRUCTURAL 100% OF BOLTS
NON-STRUCTURAL 50%; ALTERNATE BOLTS IN A GROUP
(SUCH AS EQUIPMENT ANCHORAGE) (TEST AT LEAST HALF OF THE ANCHORS IN GROUP) SILL PLATE BOLTING 10% OF BOLTS
EXCEPTIONS:
A. UNDERCUT ANCHORS THAT ALLOW VISUAL CONFIRMATION OF FULL SET SHALL NOT REQUIRE TESTING.
B. WHERE THE FACTORED DESIGN TENSION ON ANCHORS IS LESS THAN 100 LBS AND THOSE ANCHORS ARE CLEARLY NOTED ON THE APPROVED CONSTRUCTION DOCUMENTS.
C. WHERE ADHESIVE ANCHOR SYSTEMS ARE USED TO INSTALL REINFORCING DOWEL BARS IN HARDENED CONCRETE, ONLY 25 PERCENT OF THE DOWELS SHALL BE TESTED IF ALL OF THE FOLLOWING CONDITIONS ARE MET:
x THE DOWELS ARE USED EXCLUSIVELY TO TRANSMIT SHEAR FORCES ACROSS JOINTS BETWEEN EXISTING AND NEW CONCRETE.
x THE NUMBER OF DOWELS IN ANY ONE MEMBER EQUALS OR EXCEEDS 12.x THE DOWELS ARE UNIFORMLY DISTRIBUTED ACROSS SEISMIC FORCE RESISTING MEMBERS (SUCH AS SHEAR WALLS, COLLECTORS, AND DIAPHRAGMS).
D. TESTING OF SHEAR DOWELS ACROSS COLD JOINTS IN SLAB ON GRADE, WHERE THE SLAB IS NOT PART OF THE LATERAL FORCE-RESISTING SYSTEM SHALL NOT BE REQUIRED.
E. TESTING IS NOT REQUIRED FOR POWER ACTUATED FASTENERS USED TO ATTACH TRACKS OF INTERIOR
NON-SHEAR WALL PARTITIONS FOR SHEAR ONLY, WHERE THERE ARE AT LEAST THREE FASTENERS PER SEGMENT OF TRACK.
8. TEST METHODS: TEST LOADS MAY BE APPLIED BY ANY METHOD THAT WILL EFFECTIVELY TRANSMIT A MEASURABLE TENSION LOAD TO THE ANCHOR. ACCEPTABLE METHODS INCLUDE:
A. USE OF HYDRAULIC JACK, WHEREBY EITHER UNCONFINED OR CONFINED TESTING SHALL BE ACCEPTABLE; B. USE OF CALIBRATED SPRING LOADED DEVICES; OR
C. USE OF A CALIBRATED TORQUE WRENCH FOR TORQUE-CONTROLLED EXPANSION ANCHORS.
9. TEST ACCEPTANCE CRITERIA: ACCEPTANCE CRITERIA FOR POST-INSTALLED ANCHORS SHALL BE BASED ON THE ICC REPORT OR MANUFACTURER'S WRITTEN INSTRUCTION AS ACCEPTABLE TO OSHPD. FIELD TESTS SHALL SATISFY THE FOLLOWING MINIMUM REQUIREMENTS:
A. HYDRAULIC RAM METHOD: ANCHORS TESTED WITH A HYDRAULIC JACK OR SPRING LOADED DEVICES SHALL MAINTAIN THE TEST LOAD FOR A MINIMUM OF 15 SECONDS AND SHALL EXHIBIT NO DISCERNABLE MOVEMENT DURING THE TENSION TEST, E.G. AS EVIDENCED BY LOOSENING OF THE WASHER UNDER THE NUT. SCREW ANCHORS MAY BE LOOSENED A MAXIMUM ONE FULL TURN TO FACILITATE THEPOSITIONING OF A TENSION TEST COLLAR.
B. TORQUE WRENCH METHOD: ANCHORS TESTED WITH A CALIBRATED TORQUE WRENCH MUST ATTAIN THE SPECIFIED TORQUE WITHIN HALF (1/2) TURN OF THE NUT.
EXCEPTIONS:
x WEDGE OR SLEEVE TYPE: ONE-QUARTER (1/4) TURN OF THE NUT FOR A 3/8 INCH ANCHOR ONLY.x THREADED TYPE: ONE-QUARTER (1/4) TURN OF THE SCREW AFTER INITIAL SEATING OF THE SCREW HEAD.
10. IF ANY ANCHOR FAILS TESTING, TEST ALL ANCHORS OF THE SAME TYPE, INSTALLED BY THE SAME TRADE, AND NOT PREVIOUSLY TESTED UNTIL TWENTY (20) CONSECUTIVE ANCHORS PASS, THEN RESUME INITIAL TESTFREQUENCY.
11. REQUIRED TORQUE TEST LOADS SHALL BE EQUAL TO THE MANUFACTURER'S RECOMMENDED INSTALLATION TORQUE PROVIDED IN THE ICC-ESR FOR THE SPECIFIC ANCHOR. TEST TORQUE VALUES ARE SUMMARIZED INTHE TABLE BELOW:
TESTING CRITERIA FOR POST-INSTALLED ANCHORS IN CONCRETE / MASONRY
SIMPSON
LOCATION IN
STRUCTURE
INSTALLATION TORQUE (FT-LBS)
SIMPSON STRONG-BOLT2
(ICC-ES ESR 3037)
SIMPSON WEDGE-ALL
(ICC-ES ESR 1396)
SIMPSON TORQ-CUT
SELF-UNDERCUTTING
ANCHOR
INCHES (ICC-ES ESR 2705)
1 4 4 --
3 8 30 30 -
1 2 60 35 90
5 8 90 55 185
3 4 150 120 240
MISSION PLAZA ENHANCEMENTS
05.14.2024
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-104
1. IN ACCORDANCE WITH SECTION 1704.6 OF THE CODE STRUCTURAL OBSERVATIONS SHALL BE PERFORMED FOR THE FOLLOWING ELEMENTS OF CONSTRUCTION:
A. FOUNDATION REINFORCING
SHEATHING NAILING FOR THE WOOD LATERAL FORCE-RESISTING SYSTEM, INCLUDING DIAPHRAGMS AND
2. THE OBJECTIVE OF THE STRUCTURAL OBSERVATION IS TO BECOME FAMILIAR WITH THE PROGRESS AND QUALITY
OF THE CONTRACTOR'S WORK AND DETERMINE IF THE WORK IS BEING COMPLETED IN GENERALCONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS A. STRUCTURAL OBSERVATIONS ARE NOT INSPECTIONS AND SHALL NOT BE USED AS A REPLACEMENT FOR
THE SPECIAL INSPECTIONS REQUIRED BY THE CODE OR REFERENCED STANDARD OR FOR SPECIAL INSPECTIONS REQUIRED IN THIS DOCUMENT.
B. THE PERSON COMPLETING THE STRUCTURAL OBSERVATIONS DOES NOT HAVE RESPONSIBILITY FOR ANY
ACTS OR OMISSIONS BY THE CONTRACTOR OR OF ANY OTHER ENTITY PROVIDING MATERIALS OR SERVICES ON THE PROJECT.
3. ADEQUATE NOTIFICATION SHALL BE PROVIDED TO THE STRUCTURAL ENGINEER PERFORMING OBSERVATIONS, A MINIMUM OF (2) WORKING DAYS, PRIOR TO OBSERVATION OF THE WORK.
STRUCTURAL OBSERVATIONS
1. THIS STATEMENT OF SPECIAL INSPECTIONS HAS BEEN PREPARED PURSUANT TO SECTION 1704.3 OF THE CODE .
THIS SECTION DETAILS BOTH REQUIRED SPECIAL INSPECTIONS AND TESTS INCLUDING TESTING PER SECTION 1705 OF THE CODE. THE FOLLOWING SHALL BE OBSERVED DURING THEIR IMPLEMENTATION:
A. GENERAL:
a. STRUCTURAL VERIFICATIONS, INSPECTIONS AND TESTS SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 17 OF THE CODE AND/OR THE APPLICABLE REFERENCE STANDARD.
B. OWNER REQUIREMENTS:
a. THE OWNER OR OWNER'S AGENT SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO
PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED IN SECTION 1705 OF THE CODE AND IN THIS STATEMENT OF INSPECTIONS.
C. SPECIAL INSPECTOR QUALIFICATIONS:
a. THE SPECIAL INSPECTIONS SHALL PROVIDE WRITTEN DOCUMENTATION TO THE BUILDING
OFFICIAL DEMONSTRATING HIS OR HER COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING. THE EXPERIENCE OR TRAINING SHALL BE CONSIDERED RELEVANT WHEN THE
DOCUMENTED EXPERIENCE OR TRAINING IS RELATED IN COMPLEXITY TO THE SAME TYPE OF
SPECIAL INSPECTION ACTIVITIES FOR PROJECTS OF SIMILAR COMPLEXITY AND MATERIAL QUANTITIES.
D. CONTRACTOR REQUIREMENTS:
a. SPECIAL INSPECTION IS IN ADDITION TO THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING. THE CONTRACTOR'S QUALITY CONTROL INSPECTIONS AND TESTING SHALL
OCCUR PRIOR TO SPECIAL INPECTION AND REPORTS SHALL BE AVAILABLE TO THE SPECIAL INSPECTOR.
b. THE CONTRACTOR SHALL ENSURE THAT THE WORK FOR WHICH SPECIAL INSPECTION IS REQUIRED
REMAINS ACCESSIBLE AND EXPOSED FOR SPECIAL INSPECTION PURPOSES UNTIL COMPLETION OF THE REQUIRED SPECIAL INSPECTION.
c. ANY CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND OR SEISMIC
FORCE RESISTING SYSTEM SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THEBUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE STATEMENT OF RESPONSBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF
AWARENESS OF THE SPECIAL INSPECTION REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS.
E. SPECIAL INSPECTOR REPORT REQUIREMENTS:
a. THE SPECIAL INSPECTOR SHALL KEEP RECORD OF INSPECTIONS b. THE SPECIAL INPSECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD.
c. REPORTS SHALL INDICATE THAT WORK INSPECTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS.
d. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION.
e. IF NOT CORRECTED DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD PRIOR TO THECOMPLETION OF THAT PHASE OF WORK. f. A FINAL REPORT DOCUMENTING SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED SHALL BE SUBMITTED TO THE BUILDING OFFICIAL.
STATEMENT OF SPECIAL INSPECTIONS
1. THE FOLLOWING SUBMITTALS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE ENGINEER:
A. STEEL INCLUDING MISC. METALS
a. SHOP DRAWINGS FOR FABRICATION AND ERECTION
b. WPS's (INCLUDING PQR'S AS APPLICABLE)
c. REINFORCING STEELd. SHOP DRAWINGS FOR FABRICATION AND PLACEMENT
2. BEFORE SUBMITTING EACH SUBMITTAL, (INCLUDES SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND SIMILAR SUBMITTALS), THE CONTRACTOR SHALL HAVE:
A. REVIEWED AND COORDINATED EACH SUBMITTAL WITH OTHER SUBMITTALS AND WITH THE REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. THIS INCLUDES THE CONTRACTOR REVIEWING AND VERIFYING THAT THE SUBMITTAL IS COORDINATED AMONG ALL CONSTRUCTION TRADES:
B. DETERMINED AND VERIFIED ALL FIELD MEASUREMENTS, QUANTITIES, DIMENSIONS , SPECIFIED
PERFORMANCE AND DESIGN CRITERIA, INSTALLATION REQUIREMENTS, MATERIALS, CATALOG NUMBERS
AND SIMILAR INFORMATION
C. DETERMINED AND VERIFIED ALL INFORMATION RELATIVE TO THE CONTRACTOR'S RESPONSIBILITIES FOR
MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION, AND SAFETY PRECAUTIONS AND PROGRAMS.
D. REVIEWED AND VERIFIED THAT THE ARCHITECT'S OR ENGINEER'S COMMENTS FROM PREVIOUS SUBMITTAL ROUNDS HAVE BEEN ADDRESSED.
3. EACH SUBMITTAL SHALL BEAR A STAMP OR SPECIFIC WRITTEN CERTIFICATION THAT THE CONTRACTOR HAS
SATISFIED THEIR OBLIGATIONS UNDER THE CONTRACT DOCUMENTS WITH RESPECT TO THE CONTRACTOR'S REVIEW AND APPROVAL OF THAT SUBMITTAL.
4. THE CONTRACTOR'S OBLIGATION TO PERFORM AND COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS SHALL BE ABSOLUTE:
a. REVIEW AND APPROVAL OF SHOP DRAWINGS BY THE ARCHITECT AND/OR ENGINEER DOES NOT CONSTITUTE APPROVAL OF A CHANGE REQUEST, SUBSTITUTION OR MODIFICATION TO THECONTRACT DRAWINGS. b. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF CHANGE REQUESTS, SUBSTITUTIONS OR
MODIFICATIONS TO THE CONTRACT DRAWINGS IN WRITING BEFORE AND SEPARATE FROM THE SUBMITTAL PRIOR TO SUBMISSION.
5. FABRICATION FOR ITEMS IN THESE DOCUMENTS SHALL NOT COMMENCE UNTIL THE SUBMITTAL HAS BEEN REVIEWED AND APPROVED BY THE ENGINEER.
SUBMITTALS
1. SHOP FABRICATION REQUIRES SPECIAL INSPECTION IN ACCORDANCE WITH CODE SECTION 1704.2.5.
EXCEPTION: SHOP SPECIAL INSPECTIONS ARE NOT REQUIRED WHEN WORK IS DONE ON THE PREMISES OF
FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK IN ACCORDANCE WITH CODE SECTION 1704.2.5.1. THE FOLLOWING ACCREDITATIONS MEET THE REQUIREMENTS OF THIS EXCEPTION:
A. STEEL BUILDINGS (OR STEEL ELEMENTS IN OTHER BUILDINGS) a. FOR GENERAL STEEL BUILDINGS OR ELEMENTS THE FABRICATOR SHALL BE AN AISC CERTIFIED
FABRICATOR IN ACCORDANCE WITH THE AISC CERTIFICATION PROGRAM FOR STRUCTURAL STEEL FABRICATORS (AISC 201-06).
b. OTHER ACCREDITATION DEEMED ACCEPTABLE BY THE AUTHORITY HAVING JURISDICTION. c. IF FABRICATION IS PERFORMED BY AN APPROVED FABRICATOR A CERTIFICATE OF
COMPLIANCE MUST BE PROVIDED TO THE BUILDING INSPECTOR THAT THE MATERIALS
SUPPLIED AND WORK PERFORMED BY THE FABRICATOR ARE IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS.
d. IF FABRICATION IS NOT PERFORMED BY AN APPROVED FABRICATOR WELDING INSPECTION REPORTS MUST BE SUBMITTED TO THE BUILDING OFFICIAL BY AN APPROVED TESTING AGENCY. e.a. NONDESTRUCTIVE TESTING (NDT) MAY BE PERFORMED BY THE FABRICATOR, HOWEVER THE QA AGENCY SHALL REVIEW THE FABRICATOR'S NDT REPORTS.
SHOP FABRICATION
MISSION PLAZA ENHANCEMENTS
05.14.2024
CITY SPECIFICATION NO.
DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-105
REQUIRED VERIFICATION AND INSPECTIONS
STEEL
WELDING
INSPECTION TASKS PRIOR TO WELDING (AISC 360-16 N.5.4-1) QC QA AWS 2015 D1.1 REFERENCE
1. WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE P P 6.3
2. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAIALABLE P P 6.2
3. WPS AVAILABLE P P -
4. MATERIAL IDENTIFICATION (TYPE/GRADE) O O 6.2
5. WELDER IDENTIFICATION SYSTEM O O 6.4
6. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)
- JOINT PREPARATION - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - CLEANLINESS (CONDITION OF STEEL SURFACES) - TACKING (TACK WELD QUALITY AND LOCATION) - BACKING TYPE AND FIT (IF APPLICABLE) OO
6.5.2 5.225.155.18
5.10, 5.22.1.1
7. FIT-UP OF GROOVE WELDS OF HSS T-, Y-, AND K-JOINTS WITHOUT BACKING (INCLUDING JOINT GEOMETRY) - JOINT PREPARATION - DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) - CLEANLINESS (CONDITION OF STEEL SURFACES) - TACKING (TACK WELD QUALITY AND LOCATION) PO -
---
8. CONFIGURATION AND FINISH OF ACCESS HOLES O O 6.5.2, 5.1.7 & AISC 360-16 J1.6
9. FIT-UP OF FILLET WELDS
- DIMENSIONS (ALIGNMENT, GAPS AT ROOT) - CLEANLINESS (CONDITION OF STEEL SURFACES) - TACKING (TACK WELD QUALITY AND LOCATION) OO 5.22.1 5.15
5.18 10. CHECK WELDING EQUIPMENT O ___ 6.2, 5.11
INSPECTION TASKS DURING WELDING (AISC 360-16 N.5.4-2)
1. CONTROL AND HANDLING OF WELDING CONSUMABLES
-PACKAGING -EXPOSURE CONTROL OO
6.2 5.3.1
5.3.2 (SMAW)
5.3.3 (SAW)
2. NO WELDING OVER CRACKED TACK WELDS O O 5.18
3. ENVIRONMENTAL CONDITIONS
- WIND SPEED WITHIN LIMITS - PRECIPITATION AND TEMPERATURE OO 5.12.1
5.12.2 4. WPS FOLLOWED
- SETTINGS ON WELDING EQUIPMENT - TRAVEL SPEED - SELECTED WELDING MATERIALS - SHIELDING GAS TYPE/FLOW RATE - PREHEAT APPLIED - INTERPASS TEMPERATURE MAINTAINED (MIN/MAX) - PROPER POSITIONS (F, V, H, OH) OO
6.3.3, 6.5.2, 5.5, 5.21
5.6, 5.7
5. WELDING TECHNIQUES
- INTERPASS AND FINAL CLEANING - EACH PASS WITHIN PROFILE LIMITATIONS - EACH PASS MEETS QUALITY REQUIREMENTS OO
6.5.2, 6.5.3, 5.24
5.30.1 6. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P - INSPECTION TASKS AFTER WELDING (AISC 360-16 N.5.4-3)
1. WELDS CLEANED O O 5.30.1
2. SIZE, LENGTH AND LOCATION OF WELDS P P 6.5.1
3. WELDS MEET VISUAL ACCEPTANCE CRITERIA
- CRACK PROHIBITION - WELD/BASE-METAL FUSION - CRATER CROSS SECTION - WELD PROFILES - WELD SIZE - UNDERCUT - POROSITY PP
6.5.3 TABLE 6.1(1)TABLE 6.1(2)TABLE 6.1(3)
TABLE 6.1(4), 5.24
TABLE 6.1(6)TABLE 6.1(7)TABLE 6.1(8)
4. ARC STRIKES P P 5.29
5. k-AREA PP AISC 360-16 CA3.1c & J10.8
6. WELD ACCESS HOLES IN ROLLED HEAVY SHAPES AND BUILT-UP HEAVY SHAPES [b] PP -
7. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) PP 5.10, 5.31
8. REPAIR ACTIVITIES P P 6.5.3, 5.26
9. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR
MEMBER PP 6.5.4, 6.5.5
10. NO PROHIBITED WELDS HAVE BEEN ADDED WITHOUT THE APPROVAL OF
THE EOR OO -
STEEL
BOLTING
INSPECTION TASKS PRIOR TO BOLTING (AISC 360-16 N.5.6-1) QC QA 2014 RCSC SPEC. REFERENCE
1. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS OP 2.1, 9.1
2. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS OO FIGURE C-2.1, 9.1
(SEE ASTM
STANDARDS)
3. CORRECT FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE) OO 2.3.2, 2.7.2, 9.1
4. CORRECT BOLTING DETAILS SELECTED FOR THE JOINT DETAIL. O O 4, 8
5. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE
CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS.
OO 3, 9.1, 9.3
6. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL
OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED.
PO 7, 9.2
7. PROTECTED STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHER FASTENER COMPONENTS OO 2.2, 8, 9.1
INSPECTION TASKS DURING BOLTING (AISC 360-16 N.5.6-2)
1. FASTENER ASSEMBLIES, PLACED IN ALL HOLES AND WASHERS AND NUTS ARE POSITIONED AS REQUIRED. OO 8.1, 9.1
2. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE PRE-TENSIONING OPERATION OO 8.1, 9.1
3. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING OO 8.2, 9.2
4. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC
SPECIFICATION PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES.
OO 8.2, 9.2
INSPECTION TASKS AFTER BOLTING (AISC 360-16 N.5.6-3)
1. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P ___ REQUIRED VERIFICATION AND INSPECTIONS CONT.
STEEL ELEMENTS OF COMPOSITE CONSTRUCTION
DECK AND HEADED STUDS
INSPECTION TASKS PRIOR TO CONCRETE PLACEMENT
(AISC 360-16 N.6.1)
1. PLACEMENT AND INSTALLATION OF STEEL DECK P P ___
2. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P ___2. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS P P ___0 - OBSERVE THESE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS.
P - PERFORM THESE TAKS FOR EACH WELDED JOINT OR MEMBER, EACH BOLTED CONNECTION, OR STEEL ELEMENT.
REFER TO CONCRETE TABLE FOR REQUIRED GROUTING INSPECTIONS BELOW BASE PLATES.
REQUIRED VERIFICATION AND INSPECTIONS
MASONRY
LEVEL 2 QUALITY ASSURANCE
MINIMUM TESTS
PRIOR TO CONSTRUCTION, VERIFY CERTIFICATES OF COMPLIANCE USED IN MASONRY CONSTRUCTION IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5
VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5 & 1.6 FOR SELF-CONSOLIDATING GROUT VERIFICATION OF f'm AND f'AAC IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTION,
EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODE
MINIMUM SPECIAL INSPECTION
INSPECTION TASK FREQUENCY (a) REFERENCE FOR CRITERIA
CONT PERIODIC TMS 402 TMS 602
X Art. 1.5
a. PROPORTIONS OF SITE-PREPARED MORTAR X Art. 2.1, 2.6 A b. GRADE AND SIZE OF PRESTRESSING TENDONS
AND ANCHORAGES X Art. 2.4 B, 2.4 H
c. GRADE, TYPE AND SIZE OF REINFORCEMENT,
CONNECTORS, ANCHOR BOLTS AND PRESTRESSING TENDONS AND ANCHORAGES X Art. 3.4, 3.6A
d. PRESTRESSING TECHNIQUE X Art. 3.6 B
e. PROPERTIES OF THIN-BED MORTAR FOR AAC MASONRY X (b) X (c) Art. 2.1 C f. SAMPLE PANEL CONSTRUCTION X Art. 1.6 D
3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN
COMPLIANCE:
a. GROUT SPACE X Art. 3.2 D, 3.2 F
b. PLACEMENT OF PRESTRESSING TENDONS AND
ANCHORAGES X SEC. 10.8, 10.9 Art. 2.4, 3.6
c. PLACEMENT OF REINFORCEMENT, CONNECTORS
AND ANCHOR BOLTS X SEC. 6.3.1, 6.3.6, 6.3.7 Art. 3.2 E, 3.4, d. PROPORTIONS OF SITE-PREPARED GROUT AND
PRESTRESSING GROUT FOR BONDED TENDONS X Art. 2.6 B, 2.4 G.1.b
4. VERIFY DURING CONSTRUCTION:
a. MATERIALS AND PROCEDURES WITH THE APPROVED
SUBMITTALS X Art. 1.5
b. PLACEMENT OF MASONRY UNITS AND MORTAR JOINT
CONSTRUCTION X Art. 3.3 B
c. SIZE AND LOCATION OF STRUCTURAL ELEMENTS X Art. 3.3 Fd. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING
OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION X SEC. 1.2.1(e), 6.1.4.3, 6.2.1
e. WELDING OF REINFORCEMENT X SEC. 6.1.6.2
f. PREPARATION, CONSTRUCTION AND PROTECTION OF
MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F ) OR HOT WEATHER (TEMPERATURE ABOVE 90°F ) X Art. 1.8 C, 1.8 D
g. APPLICATION AND MEASUREMENT OF PRESTRESSING
FORCE X Art. 3.6 B
h. PLACEMENT OF GROUT AND PRESTRESSING GROUT
FOR BONDED TENDONS IS IN COMPLIANCE X Art. 3.5, 3.6 C
i. PLACEMENT OF AAC MASONRY UNITS AND
CONSTRUCTION OF THIN-BED MORTAR JOINTS X (b) X (c) Art. 3.3 B.9, 3.3 F.1.b
5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR
SPECIMENS AND/OR PRISMS X
Art.
1.4 B.2.a.3,1.4 B.2.b.3,1.4 B.2.c.3,1.4 B.3,1.4 B.4
(a) FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTION, WHICH MAY BE CONTINUOUS DURING THE
TASK LISTED OR PERIODIC DURING THE TASK LISTED, AS DEFINED IN THE TABLE (b) REQUIRED FOR THE FIRST 5000 SQ FT OF AAC MASONRY(c) REQUIRED AFTER THE FIRST 5000 SQ FT OF AAC MASONRY
REQUIRED VERIFICATION AND INSPECTIONS
WOOD
CODE CHAPTER 17 AND REFERENCED 2018 NDS AND AWC SDPWS-2015
SPECIAL INSPECTION OR TEST
CONTINUOUS
PERIODIC CBC REFERENCE
3. WOOD LATERAL FORCE-RESISTING SYSTEM WITH FASTENER SPACING OF THE SHEATHING LESS THAN OR EQUAL TO 4" OC.
- WOOD DIAPHRAGMS - DRAG STRUTS
___ X 1705.12.2
4. WOOD LATERAL FORCE-RESISTING SYSTEM WITH FASTENER SPACING OF THE SHEATHING GREATER THAN 4" OC (NOT REQUIRED)
- WOOD DIAPHRAGMS - DRAG STRUTS
___ ___ 1705.12.2
6. METAL PLATE CONNECTED WOOD WITH OVERALL HEIGHTS OF 60 INCHES OR
GREATER
- PERMANENT INDIVIDUAL TRUSS MEMBER RESTRAINT/BRACING IN ACCORDANCE WITH APPROVED TRUSS SUBMITTAL PACKAGE ___ X 1705.5.2
REQUIRED VERIFICATION AND INSPECTIONS
SOILS
CODE TABLE 1705.6
SPECIAL INSPECTION OR TEST
CONTINUOUS
PERIODIC
1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY ___ X
2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. ___ X
3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS ___ X
4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. X ___
5. PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. ___ X
CONCRETE CONSTRUCTION
CODE TABLE 1705.3
SPECIAL INSPECTION OR TEST
CONTINUOUS
PERIODIC REFERENCED STANDARD CBC REFERENCE
1. INSPECT REINFORCMENT AND VERIFY PLACEMENT. ___ X ACI 318: CH 20, 25.2, 25.3, 26.6.1-26.6.3 1908.4
2. REINFORCING BAR WELDING:
a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706 b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 516" AND c. INSPECT ALL OTHER WELDS
______
X
XX
___
AWS D1.4
ACI 318: 26.6.4 ___
3. INSPECT ANCHORS CAST IN CONCRETE ___ X ACI 318: 17.8.2 ___5. VERIFY USE OF REQUIRED MIX DESIGN ___ X ACI 318: CH. 19, 26.4.3, 26.4.4 1904.1, 1904.2, 1908.2, 1908.3
6. PRIOR TO CONCRETE PLACEMENT, FABRICATE
SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.
X
___
ASTM C 172
ASTM C 31
ACI 318: 26.5, 26.12
1908.10
8. VERIFY MAINTENANCE OF SPECIFIED
CURING TEMPERATURE AND TECHNIQUES. ___ X ACI 318: 26.5.3- 26.5.5 1908.9
12. INSPECT FORMWORK FOR SHAPE, LOCATION, AND
DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.
___ X ___
SPECIAL INSPECTIONS LISTED FOR CONCRETE ALSO APPLY TO GROUTING OPERATIONS.
REQUIRED VERIFICATION AND INSPECTIONS
MISSION PLAZA ENHANCEMENTS
05.14.2024
1 A B C D
2 A B C D
12 HSS 6x6x 1
4 HSS 6x6x 1
4 HSS 6x6x 1
4 HSS 6x6x 14 HSS 6x6x 14
HSS 6x6x 14
F3 F3
F3
TB1
TB1
TB1 TB1
11 S-303
22 S-303
11 S-303
12 S-303
12 S-303
13 S-303
11 S-303
43 S-303
TYP
OF 3
43 S-303
TYP
OF 3
C3.5
C3.5
C3.5
C3.5
C3.5
C3.5
OVER EXCAVATION BEYOND
THE FDN MAY BE OMITTED INTHIS AREA PER GEOTECHNICAL
ENGINEERING & TO MEETREQUIREMENTS OF TREEPROTECTION PLAN F3F3
HSS 6x6x 14
HSS 6x6x 1
4 1'-6"1'-6"
HSS 6(VERT)x2x 14, T&B
HSS 6(VERT)x2x
1 4, T&B
F3 F3 F3
HSS 6(VERT)x2x
1 4, T&B
HSS 6(VERT)x2x 14, T&B
31 S-303 TYP
HSS 6(VERT)x2x
1 4, T&B
5" CONC SLAB W/ #4 @
16" OC EA WAY SLOPE
TO DRAINS PER ARCH
41 S-303
31 S-303 TYP
31 S-303 TYP
HSS 6x6x 1
4 HSS 6x6x 14 HSS 6x2x 14
HSS 6(VERT)x2x 14, T&B
HSS 6(VERT)x2x 14, T&B
21 S-303
TYP
SS
SS
SSSSSSS
S
SS
SS
4 S-221
3 S-221
2 S-221
1 S-221
1 A B C D
2 A B C D
12 2'-0" 4'-0" MIN
TYP OF 6
LINES 1 & 2
1'-4" 8" 4'-0"
TYP OF 6
LINES 1 & 2
2'-0"
41 S-411 HSS 8x4x 3
16 HIP TYP
HSS 8x4x 3 16 HIP TYP
HSS 8x4x 316 HIP TYP HSS 8x4x 3 16 HIP TYP
HSS10 x 4 x 3 16 BMHSS10 x 4 x 3 HSS10 x 4 x 16 BM
3 16 BM
HSS10 x 4 x
3 16 BM
HSS 4x4x 14 ON WALL HSS 4x4x 14 ON WALL
HSS 4x4x 1
4 ON WALL HSS 4x4x 14 ON WALL
DO
DO
DO
DO
DO
DO
DO
DO
DO
DODODODO
DODODODO
DO
DO
DO
DO
DO
600S200-33
@ 24" OC
MAX TYP
DO
DO
DO
DO
DO
DO
DO
DO
21 S-411
TYP
TYP @ CORNER
42 S-411
TYP
11 S-412
13 S-402
32 S-411
BEL ABV
41 S-411
TYP
12 S-412
TYP @
CORNER
4 S-221
2 S-221
3 S-221
1 S-221
6'-0" MIN
CONT C6 TYP
FROM CORNERSW DOWNSPOUT PER ARCH
DOWNSPOUT PER ARCH
600S200-33 @
24" OC MAX, TYP
600S200-33, TYP600S200-33, TYP
600S200-33, TYP600S200-33, TYP
600S200-33 @
24" OC MAX, TYP
600S200-33 @
24" OC MAX, TYP
600S200-33 @
24" OC MAX, TYP
1 RESTROOM FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
NORTH
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
2 RESTROOM ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" NORTH
S-201
PAD FOOTING SCHEDULE
TYPE WIDTH LENGTH THICKNESS TOP REINF BOT REINF DETAIL
F3 3'-0" 3'-0" 2'-0" SEE NOTE 12 (4) #5, EW (4) #5 , EW 43/S-303
TIE BEAM SCHEDULE
TYPE WIDTH THICKNESS LONG REINF TRANS REINF DETAIL
1'-4" 1'-0" SEE NOTE 12 (2) #4 @ TOP (2) #4 @ BOT TB1 #3 @ 24" OC 32/S-303
FOUNDATION PLAN NOTES
1. REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:
2. SEE ARCHITECTURAL DRAWINGS FOR FINISHED FLOOR ELEVATIONS. REFERENCE FINISHED FLOOR ELEVATION = 0'-0" CORRESPONDS TO FINISHED FLOOR ELEVATION.
3. ALL DIMENSIONS SHOWN ARE FROM FACE OF CONCRETE/MASONRY, FACE OF SHEATHING, OR CENTERLINE OF COLUMN. ALL COLUMNS ARE CENTERED IN STUD WALLS, UNO.
4. FOR ANY DIMENSIONAL INFORMATION NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.
5. SEE ARCHITECTURAL DRAWINGS FOR ANY EMBEDDED ITEMS AND ALL EXTERIOR CONCRETE PAVING.
6. SEE PLANS AND ARCHITECTURAL DRAWINGS FOR DEPRESSIONS AND/OR SLOPES IN CONCRETE SLABS.
7. SEE ARCHIECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS IN BEARING AND NON-BEARING WALLS.
8. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF INTERIOR NON-BEARING PARTITIONS.
9. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL EMBEDDED ITEMS AND SLAB PENETRATIONS.
10. FOR TYPICAL SLAB-ON-GRADE REQUIREMENTS, INCLUDING SLAB JOINTS, SEE DETAIL 31/S-301.11. THE BUILDING PAD SHALL BE PREPARED AS OUTLINED IN DETAIL 53/S-301. THE BUILDING OFFICIAL SHALL REQUIRE PAD CERTIFICATION BY A GEOTECHNICAL ENGINEER AT THEIR DISCRETION.
12. BOTTOM OF FOOTING SHALL BE, UNLESS DEEPER FOUNDATIONS ARE REQUIRED BY THE BUILDING OFFICIAL:
A. 30" BELOW LOWEST ADJACENT GRADE AT PERIMETER, WHICHEVER IS DEEPER, UNO.
B. 30" BELOW LOWEST ADJACENT GRADE AT INTERIOR GRADE BEAMS, WHICHEVER IS DEEPER, UNO.
SYMBOL LEGEND
INDICATES CONC MASONRY WALL PER DETAIL 11/S-303
SSINDICATES STEPPED FOOTING PER DETAIL 33/S-301
SCHEDULES
CONTINUOUS FOOTING SCHEDULE
MARK WIDTH THICKNESS MIN EMBED BELOW LOWEST ADJ GRADE LONG REINF STIRRUP DETAIL 3'-6" 1'-3" SEE NOTE 12 #3 @ 12" OC 11,12 /S-303 C3.5
INDICATES SLAB CONTROL JOINT PER 11/S-302
DESCRIPTION SHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102 - S-104
TESTING AND INSPECTION S-105
TYPICAL CONCRETE DETAILS S-301 -S-302
TYPICAL MASONRY DETAILS S-303, S-401-403
TYPICAL STEEL DETAILS S-404 - S-407
INDICATES CONCRETE CURB PER DETAIL 21/S-303
ROOF FRAMING NOTES
1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING, ALL DIMENSIONS TO BE VERIFIED PRIOR TO CONSTRUCTION:
A. GRID DIMENSIONS AND HORIZONTAL CONTROL
B. ALL DIMENSIONS, ELEVATIONS, FINISH SURFACE, SLOPES, DRAINS, SLAB DEPRESSIONS, ETC C. LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES AND OPENINGS D. ALL NON STRUCTURAL WALLS
2. REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:3. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.
4. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF PIPES, DUCTS AND OTHER ROOF PENETRATIONS. FOR ROOF PENETRATIONS NOT SHOWN ON ROOF FRAMING PLAN, SEE DETAIL 23, 33/S-406 FOR TYPICAL OPENINGS, UNO.
5. ALL INTERIOR WALLS NOT SHOWN ON THE STRUCTURAL FRAMING PLANS BUT SHOWN ON THE
ARCHITECTURAL DRAWINGS SHALL BE CONSTRUCTED PER NON-BEARING PARTITION WALL DETAILS 11-43/S-404, UNO.
6. DIAPHRAGM TYPES:
ALL ROOF DIAPHRAGMS SHALL BE TYPE A, UNO
REFER TO 12/S-406
7. FRAMING MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED OR
OTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN CONCURRENCE AND APPROVAL OF A REGISTERED DESIGN PROFESSIONAL.
8. ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY MEMBER (E.G. HVAC EQUIPMENT, WATER HEATER) SHALL NOT BE PERMITTED WITHOUT VERIFICATION THAT THEFRAMING IS CAPABLE OF SUPPORTING SUCH ADDITIONAL LOADING.
DESCRIPTION SHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102 - S-104
TESTING AND INSPECTION S-105
TYPICAL CONCRETE DETAILS S-301 -S-302
TYPICAL MASONRY DETAILS S-303, S-401-403
TYPICAL STEEL DETAILS S-404 - S-407
SYMBOL LEGEND
INDICATES CONC MASONRY WALL BELOW
05.14.2024
A
1 2 4 5
B
D
E
3 C
1 2 3 4 5
A
B
D
E
C
P1
P1 P1
P1
P1 P1
P1 P1
C1
C1
C1
C1
C1 C1
HSS 4x4x 1
4 HSS 4x4x 1
4 HSS 4x4x 14
HSS 4x4x 14
HSS 4x4x 1
4 HSS 4x4x 1
4 HSS 4x4x 14
HSS 4x4x 14
C1 C1
5" CONC SLAB W/ #4
@16" OC EA WAY
SLOPE PER ARCH
33 S-303
TYP
13 S-302
13 S-302
13 S-302
13 S-302
13 S-302
13 S-302
13 S-302
13 S-302 A
1 2 4 5
B
D
E
3 C
1 2 3 4 5
A
B
D
E
C
B2 ABV
B2 ABV
B5
B5
B5
B5
B5 B5
B5 B5
J1
TYP
J2
TYP
B2 ABV B2 ABV
B2 ABV B2 ABV
B1
B2 ABV
B1
B1 B1
B1
B1 B1
B2 ABV
(2*)B4
(2*)B4 (2*)B4
(2*)B4
(2*)B4
(2*)B4 (2*)B4
(2*)B4
(2*)B4 (2*)B4 (2*)B4 (2*)B4 B1
HSS COL BEL PER FDN HSS COL BEL PER FDN
HSS COL BEL PER FDN HSS COL BEL PER FDN
HSS COL BEL PER FDN
HSS COL BEL PER FDN
HSS COL BEL PER FDN
HSS COL BEL PER FDN
(2*)B3
BEL
(2*)B3
BEL
(2*)B3
BEL
(2*)B3
BEL
33 S-411
13 S-412
11 S-411
B3 TO
COL TYP
31 S-412
TYP
22 S-412
TYP
23 S-412
TYP
21 S-412
TYP
S-211
1 KIOSK FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
NORTH
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
2 KIOSK ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" NORTH
FOUNDATION PLAN NOTES
1. REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:
2. SEE ARCHITECTURAL DRAWINGS FOR FINISHED FLOOR ELEVATIONS. REFERENCE FINISHED FLOOR ELEVATION = 0'-0" CORRESPONDS TO FINISHED FLOOR ELEVATION.
3. ALL DIMENSIONS SHOWN ARE FROM FACE OF CONCRETE/MASONRY, FACE OF SHEATHING, OR CENTERLINE OF COLUMN. ALL COLUMNS ARE CENTERED IN STUD WALLS, UNO.
4. FOR ANY DIMENSIONAL INFORMATION NOT SHOWN, SEE ARCHITECTURAL DRAWINGS.
5. SEE ARCHITECTURAL DRAWINGS FOR ANY EMBEDDED ITEMS AND ALL EXTERIOR CONCRETE PAVING.
6. SEE PLANS AND ARCHITECTURAL DRAWINGS FOR DEPRESSIONS AND/OR SLOPES IN CONCRETE SLABS.7. SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS IN BEARING AND NON-BEARING WALLS.
8. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF INTERIOR NON-BEARING PARTITIONS.
9. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL EMBEDDED ITEMS AND SLAB PENETRATIONS.
10. FOR TYPICAL SLAB-ON-GRADE REQUIREMENTS, INCLUDING SLAB JOINTS, SEE DETAIL 11/S-302.11. THE BUILDING PAD SHALL BE PREPARED AS OUTLINED IN DETAIL 42/S-301. THE BUILDING OFFICIAL SHALL REQUIRE PAD CERTIFICATION BY A GEOTECHNICAL ENGINEER AT THEIR DISCRETION.
12. BOTTOM OF FOOTING SHALL BE, UNLESS DEEPER FOUNDATIONS ARE REQUIRED BY THE BUILDING OFFICIAL:
A. 30" BELOW PAD OR ADJACENT GRADE AT PERIMETER, WHICHEVER IS DEEPER, UNO.
B. 30" BELOW PAD OR ADJACENT GRADE AT INTERIOR GRADE BEAMS, WHICHEVER IS DEEPER, UNO.
DESCRIPTION SHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102 - S-104
TESTING AND INSPECTION S-105
TYPICAL CONCRETE DETAILS S-301- S-303
SYMBOL LEGEND
SSINDICATES STEPPED FOOTING PER DETAIL 43/S-301
SCHEDULES
CONTINUOUS FOOTING SCHEDULE
MARK WIDTH MIN EMBED BELOW LOWEST PAD GRADE LONG REINF STIRRUP DETAIL C1 1'-0" SEE NOTE 12 #3 @ 12" OC 33/S-303
POLE FOOTING SCHEDULE
MARK DIA (Ø) EMBEDMENT DEPTH VERT REINF TIE REINF DETAIL 2'-0" 7'-0" (6) #4 #3 SPIRALS PITCH PER 13/S-302 P1 13/S-302
ROOF FRAMING NOTES
1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING, ALL DIMENSIONS TO BE VERIFIED PRIOR TO CONSTRUCTION:
A. GRID DIMENSIONS AND HORIZONTAL CONTROL
B. ALL DIMENSIONS, ELEVATIONS, FINISH SURFACE, SLOPES, DRAINS, SLAB DEPRESSIONS, ETC C. LOCATION AND EXTENT OF EXTERIOR WALL ASSEMBLIES AND OPENINGS D. ALL NON STRUCTURAL WALLS
2. REFER TO THE FOLLOWING SHEETS FOR TYPICAL DETAILS:3. SEE ARCHITECTURAL DRAWINGS FOR ALL TOP OF SHEATHING AND TOP OF WALL ELEVATIONS.
4. SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF PIPES, DUCTS AND OTHER ROOF PENETRATIONS. FOR ROOF PENETRATIONS NOT SHOWN ON ROOF FRAMING PLAN, SEE DETAIL 23, 33/S-406 FOR TYPICAL OPENINGS, UNO.
5. ALL INTERIOR WALLS NOT SHOWN ON THE STRUCTURAL FRAMING PLANS BUT SHOWN ON THE
ARCHITECTURAL DRAWINGS SHALL BE CONSTRUCTED PER NON-BEARING PARTITION WALL DETAILS 11-43/S-404, UNO.
6. DIAPHRAGM TYPES:
ALL ROOF DIAPHRAGMS SHALL BE TYPE A, UNO
REFER TO 12/-406
7. FRAMING MEMBERS AND COMPONENTS SHALL NOT BE CUT, NOTCHED, DRILLED OR
OTHERWISE ALTERED IN ANY WAY WITHOUT WRITTEN CONCURRENCE AND APPROVAL OF A REGISTERED DESIGN PROFESSIONAL.
8. ALTERATIONS RESULTING IN THE ADDITION OF LOADS TO ANY MEMBER (E.G. HVAC EQUIPMENT, WATER HEATER) SHALL NOT BE PERMITTED WITHOUT VERIFICATION THAT THEFRAMING IS CAPABLE OF SUPPORTING SUCH ADDITIONAL LOADING.
DESCRIPTION SHEET (S)
SYMBOLS AND ABBREVIATIONS S-101
STRUCTURAL GENERAL NOTES S-102 - S-104
TESTING AND INSPECTION S-105
TYPICAL CONCRETE DETAILS S-301 - S-303
SYMBOL LEGEND
JOIST / BEAM SCHEDULE
MARK SIZE REMARKS
J1 400S200@ 8" OC
J2 400S200@ 16" OC
B1 HSS 6x4x3 16
B2 HSS 6X2X3 16B3 HSS 4X4X3 16
B4 C4x5.4
B5 C6X8.2
SCHEDULES
( 2* ) INDICATES TWO LEVELS OF SUPPORT FRAMING AT EYEBROW AND COUNTER LEVELS - SEE ARCH
MISSION PLAZA ENHANCEMENTS
05.14.2024
01 - GROUND FLOOR = 0' -0"
02 - TOP CMU = 10'-0"
2 1
TO FTG = -1'-8"
STEP TOP OF FTG W/ ADJACENT
GRADE PER 33/S-301
(2)#4
(2)#4
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
(2)#4
(2)#4
(2)#4
(2)#4
(2)#4
(2)#4
#5 @ 16" #5 @ 16" #5 @ 16"
#5 @ 16" #5 @ 16" #5 @ 16" (2)#4
A D
01 - GROUND FLOOR = 0' -0"02 - TOP CMU = 10'-0"
STEP TOP OF FTG W/ ADJACENT
GRADE PER 33/S-301
(2)#4
(2)#4
(2)#4
(2)#4
(2)#4
(2)#4
(2)#4
(2)#4(2)#4
(2)#4
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16" #5 @ 16" #5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
D A
01 - GROUND FLOOR = 0' -0"02 - TOP CMU = 10'-0"TO FTG = -1'-8" #5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16" (2)#4 #5 @ 16" (2)#4
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
(2)#4 (2)#4
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
1 2
01 - GROUND FLOOR = 0' -0"02 - TOP CMU = 10'-0"
STEP TOP OF FTG W/ ADJACENT
GRADE PER 33/S-301
TO FTG = -1'-8"
(2)#4
(2)#4
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
#5 @ 16"
(2)#4
(2)#4
(2)#4
(2)#4
(2)#4
(2)#4
#5 @ 16" #5 @ 16" #5 @ 16"
#5 @ 16" #5 @ 16" #5 @ 16" (2)#4
1 RESTROOM EAST CMU WALL ELEVATION
SCALE: 1/4" = 1'-0"
NORTH
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
2 RESTROOM SOUTH CMU WALL ELEVATION SCALE: 1/4" = 1'-0" NORTH S-221 3 RESTROOM WEST CMU WALL ELEVATION SCALE: 1/4" = 1'-0" NORTH 4 RESTROOM NORTH CMU WALL ELEVATION SCALE: 1/4" = 1'-0" NORTH
05.14.2024
NOTES:
1. VALUES ABOVE ARE FOR REINFORCEMENT WITH THE FOLLOWING PARAMETERS:
A. GRADE 60 REINFORCEMENT
B. NORMAL WEIGHT CONCRETE
a. FOR LIGHTWEIGHT CONCRETE MULTIPLY THE VALUES ABOVE BY 1.3 C. NON-EPOXY COATED REINFORCEMENT
D. HORIZONTAL BARS WITHOUT 12" OF CONCRETE BELOW (BOTTOM BARS), AND VERTICAL BARS a. FOR TOP BARS WITH 12" OR MORE OF CONCRETE BELOW THE BAR MULTIPLY THE VALUES ABOVE BY 1.3 E. CLEAR SPACING NOT LESS THAN db, CLEAR COVER NOT LESS THAN db AND STIRRUPS THROUGH Ld NOT LESS THAN MIN
OR
CLEAR SPACING NO LESS THAN 2db AND CLEAR COVER NOT LESS THAN db a. FOR OTHER SPACING AND COVER CONDITIONS MULTIPLY THE VALUES ABOVE BY 1.5 F. REINFORCEMENT NOT IN SHEAR WALLS
a. FOR REINFORCEMENT IN SHEAR WALLS MULTIPLY THE VALUES ABOVE BY 1.25
2. THE MULTIPLIERS LISTED IN NOTE 1 ABOVE ARE CUMULATIVE INCREASES IN DEVELOPMENT/LAP SPLICE LENGTH.
3. ALL LAP SPLICES REFERENCED IN THE PLANS SHALL BE CLASS B UNLESS NOTED OTHERWISE.
4. WHEN REINFORCING BARS OF TWO SIZES ARE LAP-SPLICED IN TENSION, USE THE LARGER OF THE TENSION CLASS B, LAP SPLICE LENGTH (ls) OF THE SMALLER BAR, AND THE CLASS A, TENSION DEVELOPMENT LENGTH (ld) OF THE LARGER BAR.
CONTACT LAP SPLICE
(PREFERRED)
NON-CONTACT LAP SPLICE
LAP SPLICE
MAX = LARGER OF CLASS B, UNO ls/5 OR 6"
REINFORCING TENSION DEVELOPMENT LENGTH AND LAP SPLICE SCHEDULE
BAR SIZE
DEVELOPMENT LENGTH, ld
(CLASS A LAP SPLICE)
LAP SPLICE, ls
(CLASS B LAP SPLICE)
f'c (psi) f'c (psi)
2,500 3,000 4,000 2,500 3,000 4,000
#3 1'-6" 1'-5" 1'-3" 2'-0" 1'-10" 1'-7"
#4 2'-0" 1'-10" 1'-7" 2'-8" 2'-5" 2'-1"
#5 2'-6" 2'-4" 2'-0" 3'-3" 3'-0" 2'-7"#6 3'-0" 2'-9" 2'-5" 3'-11" 3'-7" 3'-2" #7 4'-5" 4'-0" 3'-6" 5'-9" 5'-2" 4'-6"
#8 5'-0" 4'-7" 4'-0" 6'-6" 5'-11" 5'-2"
#9 5'-8" 5'-2" 4'-6" 7'-4" 6'-9" 5'-10"
#10 6'-5" 5'-10" 5'-1" 8'-3" 7'-7" 6'-7"
#11 7'-1" 6'-6" 5'-7" 9'-2" 8'-5" 7'-3"
REINF DEVELOPMENT LENGTH AND SPLICES0256-03-CU20 - S301 - 12 NTS
BAR SIZE D
#3 THRU #8 6d
#9 THRU #11 8d
NOTES:
1. ALL HOOKED BARS SHALL EXTEND AS FAR AS POSSIBLE WITH A MINIMUM 2" END COVER AND WITH EMBEDMENT NOT LESS THAN SHOWN ON THE SCHEDULE UNLESS NOTED OTHERWISE ON PLANS.
2. MINIMUM SIDE COVER = 2 1
2".
3. FOR LIGHTWEIGHT CONCRETE MULTIPLY LENGTHS IN SCHEDULE BY 1.3.
STANDARD HOOK DEVELOPMENT LENGTH "ldh"
BAR SIZE D "lh"
NORMAL WEIGHT
2,500 3,000 4,000
#3 2 1/4" 6" 0'-9" 0'-9" 0'-8"
#4 3" 8" 1'-0" 0'-11" 0'-10"
#5 3 3/4" 10" 1'-3" 1'-2" 1'-0"
#6 4 1/2" 12" 1'-6" 1'-5" 1'-3"
#7 5 1/4" 1'-2" 1'-9" 1'-8" 1'-5"#8 6" 1'-4" 2'-0" 1'-10" 1'-7" #9 9 1/2" 1'-7 1/2" 2'-3" 2'-1" 1'-10"
#10 10 3/4" 1'-10" 2'-7" 2'-4" 2'-1"
#11 12" 2'-0 1/2" 2'-10" 2'-7" 2'-3"
ldh
db
4db
2 1
2" MIN
D
D
12 db
"l h"
2" CLR MIN
HOOK DEVELOPMENT LENGTH
(SEE SCHEDULE)
FACE OF
CONCRETE
FOC OR POUR
JT @ STD HOOK
db
REINF HOOK DEVELOPMENT LENGTH AND BENDS0256-03-CU20 - S301 - 22 NTS db
6db
D
6db *
db
D
135 HOOK 90 HOOK*
* PROVIDE 10db EXTENSIONS IN LIEU
OF 6db AT ALL FRAME COLUMNS,
GIRDERS, SHEAR WALLS AND SHEAR
WALL BOUNDARY MEMBERS
BAR SIZE D
#3 1 1
2"
#4 2"
#5 2 1
2"
OR 3" MIN
REINF TIES AND STIRRUPS0256-03-CU20 - S301 - 13 NTS
6'-0" MAX
6'-0" MAX
2'-0"
2'-0"
45°
2" TYP
SECTION A
TYP SLAB REINF
(2) #4 DIAG BARS @ MID FILL IN SLAB, WO
OF SLAB, BEND UNDER
TYP BARS @ INTERFERENCE
KEY JT @ FILL SLAB
NOTES:
1. ELIMINATE BARS IF OPENING IS LESS THAN 2'-0" IN BOTH DIMENSIONS.
2. REFER TO DETAIL 53/- FOR SLAB ON GRADE SUBGRADE SUPPORT
RECTANGULAR ORROUND OPNG
A
SOG OPENING0256-03-CU20 - S301 - 23 NTS
LAP SPLICE LAP SPLICE
LAP SPLICE
LAP SPLICE
CONCRETE CORNER CONCRETE INTERSECTION
CONCRETE END
0" TYP.
0" TYP.
0" TYP 0" TYP
DOWELS TO MATCH SIZE &
SPCG OF HORIZ REINF, TYP
90 DEG HOOK
@ INT BARS
PROVIDE 90 DEG STD HOOK, A U-BAR
MAY BE PROVIDED W/ LAP SPLICE TO
HORIZ BARS IN LIEU OF END HOOKS
NOTE:
REINFORCEMENT SHOWN ON WALL ELEVATION(S),BOUNDARY REINFORCING DETAILS, AND OTHER
SPECIFICALLY REFERENCED DETAILS SHALL TAKE
PRECEDENCE OVER REINFORCEMENT SHOWN HERE.
DOUBLE MAT
LAP SPLICE LAP SPLICE
LAP SPLICE
LAP SPLICE
CONCRETE CORNER CONCRETE INTERSECTIONCONCRETE END
PROVIDE 90 DEG STDHOOK @ SHEAR WALLS
(2) BARS TO MATCH
WALL VERT REINF MIN
(2) BARS TO MATCH
WALL VERT REINF MIN
(2) BARS TO MATCH
WALL VERT REINF MIN
DOWELS TO MATCH
SIZE & SPCG OF
HORIZ REINF, TYP
ALT DOWEL DIRECTION
@ INTERSECTION
SINGLE MAT
CONC REINF @ INTERSECTION0256-03-CU20 - S301 - 32 NTS
"SL" STEP LENGTH
= 2 "SH"
"SH"
"SH"
"D" + "SL"
"D"
DEPTH OF FTG
FTG EL = SEE PLAN
"SH" STEP
HEIGHT
TOP REINF WHERESHOWN PER PLAN
"ls' LAP SPLICE
TYP
"D" + "SL"
"SL" STEP LENGTH
= 2 "SH"
"ls' LAP SPLICE
TYP
SS
STEP LONG REINF TO MATCH
LONG REINF SIZE & SPCG
STEP TRANS REINF TO MATCHTRANS REINF SIZE & SPCG
FTG REINF PER
PLAN & DETAILS
"SH" STEP
HEIGHT
SS
NOTE: "SH" = 1'-6" MAX
LAP SPLICE
DOWEL TO MATCHLONG REINF SIZE & SPCG PLAN
CALLOUT
STEP FOOTING0256-03-CU20 - S301 - 43 NTS
NOTES:
1. PREPARATION OF THE SLAB SUBGRADE SHALL BE BASED ON THE GEOTECHNICAL INVESTIGATION REPORT AS REFERENCED IN THE FOUNDATION GENERAL NOTES. THE FOLLOWING INFORMATION IS FOR REFERENCE ONLY.
A. OVER-EXCAVATION SHALL EXTEND 5 FEET BEYOND PERIMETER FOUNDATION, TO PROPERTY LINES OR EXISTING IMPROVEMENTS, WHICHEVER IS LEAST.
B. NATIVE MATERIALS
a. SHALL BE OVER-EXCAVATED 30" BELOW (E) GRADE OR 12" BELOW BOTTOM OF FOOTINGS, TO COMPETENT MATERIAL, OR TO 1
2 THE DEPTH OF THE DEEPEST FILL (MEASURED FROM THE BOTTOM OF THE DEEPEST FOOTING); WHICHEVER IS GREATEST.
b. THE EXPOSED SURFACE SHALL BE SCARIFIED TO A DEPTH OF 6", MOISTURE CONDITIONED TO 3 PERCENT OVER OPTIMUM MOISTURE CONTENT AND COMPACTED TO A MINIMUM RELATIVEDENSITY OF 90 PERCENT (ASTM D1557) C. ENGINEERED COMPACTED FILL
a. REFER TO THE GEOTECHNICAL INVESTIGATION REPORT FOR RECOMMENDATIONS FOR
STRUCTURAL FILL
b. STRUCTURAL FILL SHALL BE PLACED IN HORIZONTAL LAYERS, EACH APPROXIMATELY 8" THICK
BEFORE COMPACTION, AND SHOULD BE CONDITIONS WITH WATER TO PRODUCE A SOIL WATER CONTENT NEAR OPTIMUM MOISTURE AND COMPACTED TO A MINIMUM RELATIVE DENSITY OF 90 PERCENT (ASTM D1557)
D. 4" THICK, CLEAN FREE-DRAINING MATERIAL SUCH AS 1
2" COARSE AGGREGATE
E. REFER TO GEOTECH REPORT AND ARCH DRAWINGS FOR VAPOR BARRIER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS FOR SEALING OF PENETRATIONS, JOINTS AND EDGES. a. VAPOR BARRIER IS NOT TO BE PUNCTURED DURING CONSTRUCTION OF SLAB ON GRADE.
F. 2" THICK OPTIONAL SAND LAYER, SHALL BE LIGHTLY MOISTENED PRIOR TO PLACING CONCRETE.
THICKNESS PER PLAN
VAPOR BARRIER (SEE NOTE 1E)
FREE DRAINING MATERIAL (SEE NOTE 1D)
STRUCTURAL COMPACTED
FILL (SEE NOTE 1C)
WIDTH
(SEE NOTE 1A)
NATIVE FILL
(SEE NOTE 1B)
1-1
2" CLR CVR @ 4" SLAB
2" CLR CVR @ 5"+ SLAB
FIN GRADE
PER
PLAN
1 1
T.O. SLAB
EL = PER PLAN
1 2
SLAB PER PLAN
SLAB ON GRADE EDGE AND SUBGRADE PREP0256-03-CU20 - S301 - 42 NTS CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-301
42 32 22 1243 33 23 13
MISSION PLAZA ENHANCEMENTS
05.14.2024
POST PIER FOOTING
0256-03-CU20 - S302 - 13 NTS
2'-0" Ø, TYP
BOT 2'-0"
SPIRALS W/ 3" PITCH
3" CLR
MIN, TYP
6"
MIN
#3 SPIRALS
(6) #4 VERT REINF
HSS POSTPER PLAN
3"
CLR
MID SECTION
SPIRALS W/ 6" PITCH
TOP 2'-0"
SPIRALS W/ 3" PITCH
5'-6"
HSS PER PLANFINISH GRADE
SLOPE TOP SURFACE OF PIER
AWAY FROM POLE
CONC PIER FTG
SECTION A-A
A A
℄ POST & PIER
#4 VERT REINF, TYP#3 SPIRALS, TYP
4" MIN TYP
3" MIN TYP
RE-ENTRANT CORNER
ISOLATION JT @ EA
COL THRU SLAB
CONTRACTION/CONTROLOR CONSTR JT STRAIGHT &CONT NOT STGR
JT SPCG
5'-0" MIN
36 x " t ", 18'-0" MAX
L/W = 2 MAX
(2) DIAGONAL ADD
BARS AT RE-ENTRANT
CORNER
(2) DIAG ADD BARS @
RE-ENTRANT CORNER
" W "
CONTRACTION JT AREAS SHOULD
BE SQUARE OR RECTANGULAR,NOT "L" OR "T" SHAPED.
CONTROL JOINT
1 8" THK SAW-CUT OR
PREMOLDED INSERT
SLAB DEPTH, " t "
CONSTRUCTION JOINT (TYPICAL)
1 8" THK SAW-CUT
SLAB DEPTH, " t "
"t"/4
3 4"
" t "/4
" t "/2
1 3
ISOLATION JOINT
ISOLATION JT
NOTES:
1. IF SAW CUT CONTRACTION OR CONTROL JOINT IS USED, SAW-CUT WITHIN 24 HOURS. EARLY ENTRY SAWS MAY BE USED WITHIN 1-4 HOURS OF POUR, AND CONVENTIONAL SAWS 4-12 HOURS OF POUR DEPENDING ON WEATHER.
2. FILL CONTRACTION JOINT WITH AN ELASTOMERIC JOINT COMPOUND RATED FOR ITS USE. FOR INDUSTRIAL
FLOORS SUBJECTED TO HARD WHEELED TRAFFIC, USE SEALANTS RATED FOR SUCH APPLICATIONS BY THE MANUFACTURER.
3. DOWELS IN INDUSTRIAL FLOOR APPLICATIONS SHOULD BE SMOOTH ALIGNED, AND SUPPORTED SO THEY WILL REMAIN PARALLEL IN BOTH HORIZONTAL AND VERTICAL PLANES DURING PLACING AND FINISHING.
4. IN STEEL AND/OR CONC. BUILDINGS DO NOT POUR DIAMOND UNTIL STRUCTURAL STEEL AND CONCRETE ABOVE HAS BEEN INSTALLED.
COLUMN ISOLATION JOINT WALL PER PLAN
ELASTOMERIC
JT SEALANT
PRE-FORMED JT FILLER
CONC REINF
PER PLAN
SLAB SUBGRADE
PREP PER 53/- SLAB SUBGRADE
PREP PER 53/-
ISOLATION JT AROUND
EQUIPMENT FOUNDATIONS
CONTRACTION ORCONSTRUCTION JT COL PER PLAN
BASE PL, WO
FILL AROUND COL
AFTER FLOOR IS CAST
CONC REINF
PER PLAN
℄ COL
" t "/4
SLAB ON GRADE JOINTS0256-03-CU20 - S302 NTS
BOT OF FTG
EL = PER PLAN
"ls' LAP SPLICE
TYP
PIPE Ø
TOP REINF PER PLAN & TYP DETAILS
12" 12"
FTG DEPTH
PER PLAN
PIPE Ø
+ 4"
3"
CLR
2 1
6" MIN"d/3" MAX SLEEVE OPNG'S SHALL
ONLY OCCUR IN MIDDLE THIRD
"
d/3"
"d"
@ PENETRATION
"
6" MIN d/3"
BOT REINF PER PLAN &
TYP DETAILS
DOWELS TO MATCH
TYP REINF SIZE & SPCG
PIPE SLEEVE, SLEEVE SHALL BE (2) SIZESLARGER THAN PIPE Ø SLEEVE THROUGH FOUNDATION (SLAB TURN-DOWN)0256-03-CU20 - S302 NTS 1 SEE PLAN
6" MAX
SLAB SUBGRADE PREP
PER DETAIL 53/-
12"
3 1" CLR
THICKNESS PER PLAN
CONC REINF
PER PLAN
T.O. SLAB
EL = PER PLAN
CONC #4 @ STEP
SLAB ON GRADE DEPRESSION0256-03-CU20 - S302 - 23 NTS
LAP SPLICE, TYP
1'-0" SEE PLAN
1'-0" MAX
LAP SPLICE, TYP
2 1
0"
DOWELS TO MATCH
SIZE & SPCG
STD HOOK
#4 NOSING BAR
STEP, WO
#4 BARS @ 18" OC (2 MIN PER STEP)
ALTERNATIVELY, BARS MAY BE EPOXIED W/
SIMP SET-XP (ICC-ESR 2508) W/ 2" EMBED
CURB, WO, W/ #4 @18" OC
(VERT) & # 4 @ TOP (HORIZ)
SOG PER PLAN
STEP IN CONCRETE SLAB ON GRADE0256-03-CU20 - S302 - 32 NTS 1'-6"
MIN
9"
FTG
PIPE
BACKFILLPER SPECS
TRENCH EXCAVATION,TYP
2 1
PIPE
BOT OF TRENCH EXCAVATION SHALLNOT EXTEND BELOW THIS LINE UNLESS
APPROVED BY THE GEOTECHNICAL
ENGINEER
GRADE
NOTES:
1. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS
WITH BUILDING FOUNDATION REQUIREMENTS.
2. IF REQUIREMENTS AS SHOWN CANNOT BE MET STEP
FOOTING PER TYPICAL "STEPPED FOOTING" DETAILS
PIPES PARALLEL TO FOOTINGS0256-03-CU20 - S302 - 33 NTS
34 S-301
33 S-301
PIPES PERPENDICULAR TO FOOTINGS W/ STEM WALL0256-03-CU20 - S302 - 41 NTS 3'-0" MAX
(SEE NOTE #1)
4"
MIN
6" MIN1'-6" MIN SLEEVE 3D MIN
"D"
Ø OF SLEEVE
STEM WALL
FOOTING
SECTION ELEVATION NO PIPES PERMITTED IN THIS AREA
NOTES:
1. FOOTINGS SHALL BE STEPPED PER DETAIL 33/ & 34/S-301 SO THAT THIS DIMENSION DOES NOT EXCEED 3'-0".
2. CONTRACTOR SHALL COORDINATE ALL PIPE LOCATIONS WITH BUILDING FOUNDATION REQUIREMENTS.
3. TRENCH BELOW FOOTING SHALL BE FILLED WITH CONCRETE OR 3-SACK SLURRY BEFORE POURING FOOTING. CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH.
4. PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU OF SLEEVING.
5. CONDUIT MAY BE RUN THRU STEM OR ENCASEMENT UNDER FOOTING WITHOUT SLEEVES OR FOAM WRAP. 2"
SLEEVE 2" LARGER
THAN OD OF PIPE
(SEE NOTE #4)
PIPES PERPENDICULAR TO FOOTINGS0256-03-CU20 - S302 - 42 NTS 3'-0" MAX
(SEE NOTE #1)
4" MIN 6" MIN 1'-6" MIN
SLEEVE
3D MIN
D
Ø OF SLEEVE
SOG PER PLAN SOG PER PLAN
FOOTING
FOR PIPES IN THIS AREA SEE DETAIL 32/S-301 SECTION ELEVATION NOTES:
1. FOOTINGS SHALL BE STEPPED PER DETAIL 33/ & 34/S-301 SO THAT THIS DIMENSION DOES NOT EXCEED 3'-0".
2. TRENCH BELOW FOOTING SHALL BE FILLED WITH CONCRETE OR 3-SACK SLURRY BEFORE POURING FOOTING. CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING AND FULL WIDTH OF PIPE TRENCH.
3. PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU OF SLEEVING.
4. CONDUIT MAY BE RUN THRU STEM OR ENCASEMENT UNDER FOOTING WITHOUT SLEEVES OR FOAM WRAP.
STEM WALL
WIDEN FTG FOR VERT
PIPE & CONDUITPENETRATION
CONC OR SLURRY
PER 52/- OR 53/-
9" MIN
TYP
D, Ø
OF SLEEVE
3 x D
TYP
SLEEVE 2" LARGER
THAN OD OF PIPE
(SEE NOTE 1)
#4 T&B
2424
6"
MIN
NOTES:
1. PIPES MAY BE WRAPPED IN 1" THICK LOOSE FOAM IN LIEU
OF SLEEVING.
2. CONDUIT MAY BE ROUTED UP THROUGH FOOTING
WITHOUT SLEEVES OR FOAM WRAP.
A
ELEVATION
A PLAN
TYPICAL VERT PIPES OR COND THROUGH FOOTING0256-03-CU20 - S302 - 43 NTS CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-302
41 1142 32 2243 33 23 13
MISSION PLAZA ENHANCEMENTS
05.14.2024
SCREEN SUPPORT
0256-03-CU20 - S303 - 41 1-1/2" = 1'-0"
CORNER CONN PER 43/S-411
STL FRMG PER PLANSTL FRMG PER PLAN
STL COL PER PLAN
3 16
CAP PL 6x6x14
CORNER CONN PER 43/S-411
STL FRMG PER PLANSTL FRMG PER PLAN
STL COL PER PLAN
3 16
HSS HEADER TO COLUMN0256-03-CU20 - S303 - 31 1" = 1'-0" 3x3 x 14" PL W/ 12" Ø A307 BOLT
IN 916" x 112" SLOT VERT IN ONE
PL HORI IN OTHER PL
HSS BM PER PLAN
HSS COLPER PLAN
END PL 6x2x14" 3
16 LAP SPLICE
EQ. EQ.
WIDTH "W"
PER PLAN
CMU WALL PER PLAN
STIRRUPS
PER PLAN
TOP LONGITUDINAL "L"
ADD BARS PER PLAN
(WHERE OCCURS)
BOT LONGITUDINAL
"L" BARS PER PLAN
DOWEL TO MATCH VERT WALL REINF
FTG PER PLAN
2"
CLR
3"
CLR
2" CLR IF FORMED
3" CLR IF CAST AGAINST
EARTH, TYP
0"
THICKNESS "T"
PER PLAN
FINISH GRADE
(EXT SLAB, WO)
NOTE: CONTRACTOR TO COORD
T.O.F. SUCH THAT CMU COURSING
CORRESPONDS W/ FINISH FLOOR.
BLOCK LAYOUT TO BE INCLUDED
IN MASONRY SUBMITTALS.
LAP SPLICE
ROUGHEN JOINT TO 14" AMPLITUDE
SOG PER PLAN
DOWEL TO MATCH SLAB
REINF SIZE & SPACING
8" CMU EXTERIOR WALL FOUNDATION0256-03-CU20 - S303 - 11 3/4" = 1'-0"
MIN EMBED BEL
FINISH GRADE PER PLAN
DOWEL TO MATCH SLAB
REINF SIZE & SPACING
SOG PER PLAN
CMU WALL PER PLAN
FTG PER PLAN
LAP SPLICE
SOG PER PLAN
SEE DETAIL
FOR INFONOT SHOWN
11 -
8" CMU INTERIOR WALL FOUNDATION0256-03-CU20 - S303 - 12 3/4" = 1'-0" #5 @ 16" OC VERT
#5 @ 16" OC HORIZ
WIDTH "W"
PER PLAN
CMU WALL BEYOND
FINISH GRADE
(EXT SLAB, WO)
DOWEL TO MATCH SLABREINF SIZE & SPACING
FTG PER PLANEXTEND SLAB, WO
SEE DETAIL
FOR INFONOT SHOWN
11 -
OPENING @ CMU WALL FOUNDATION 0256-03-CU20 - S303 - 13 3/4" = 1'-0"
FFPER ARCH
PER PLAN
CURB, WO
LAP SPLICE
CMU WALL PER PLAN
FTG PER PLAN
SEE DETAIL
FOR INFONOT SHOWN
11 -
8" CMU EXTERIOR WALL FOUNDATION0256-03-CU20 - S303 - 21 3/4" = 1'-0"
SOG PER PLAN
ADDL #4 CONT @
16" OC, WHERE
FTG IS DEEPENED
BRICK LEDGE,
WIDTH PER ARCH
#4 VERT @ 12" OC
W/ HOOK @ FTG
MTL STUD FURRING
WALL PER ARCH
CONT #4 @ TOPOF CURB
SEE DETAIL
FOR INFONOT SHOWN
11 -
DEEPENED FOOTING @ 8" CMU EXTERIOR WALL0256-03-CU20 - S303 - 22 3/4" = 1'-0"
CMU WALL PER PLAN
DOWEL TO MATCH
VERT WALL REINF
FTG PER PLANFINISH GRADE
(EXT SLAB, WO)
ROUGHEN JOINT TO
14" AMPLITUDE
SOG PER PLAN
DOWEL TO MATCH SLAB
REINF SIZE & SPACING
FTG & REINF PER PLAN HOOPS PER PLAN
VAPOR BARRIER. TERMINATE AT
THE TOP OF THE FOOTING OF ATWO POUR INSTALLATION, TYP
NOTE:
SLAB REINF NOTSHOWN FOR CLARITY
TIE BEAM0256-03-CU20 - S303 - 32 1" = 1'-0"
A B
PROVIDE STEGO CRETE CLAW
TAPE OR APPROVED EQUAL PER
MFR. INSTALLATION INSTRUCTIONS.
GRADE BM PER
PLAN & REINFPER PLAN THICKNESS PER PLAN
DEPTH PER PLAN
WIDTH PER PLAN
3" CLR
TYP
FINISH GRADE
OR FLATWORK
SOG PER PLAN
FTG PER PLAN
ADDL #4 IF CURB HT EXCEEDS 6"
STD HOOK
#4 @ TOP#4 @ 18" OC
EMBED BELOW PAD
PER PLAN
"ldh"
FOR (1) POUR
"ldh"
FOR (2) POUR
WALL SHTG
PER ARCH
ES
WALL FOOTING WITH RAISED CURB0256-03-CU20 - S303 - 33 1" = 1'-0"
STIRRUPS PER
FTG SCHED
METAL STUDS
PER ARCH
3 8" Ø X 6" AB W/ PL WASHER @
24" OC MAX & 8" MAX FROM
ENDS OF TRACK PER ARCH
PER PLAN
BRICK LEDGE, WOPER ARCH
PER PLAN
3" CLR
TYP
3" CLR
TYP
BOT REINF PER PLAN
SOG PER PLAN
BOT OF FTGEL = PER PLAN
EXPANSION JOINT
THK "D" PER PLAN LINE OF CONT FTG BEYOND TOP REINF PER PLAN, WO EXTEND CONT FTG REINF THRU PAD FTG COLD JOINT, CLEAN & ROUGHEN SURFACE TO 14" AMPLITUDE
STL COL PER PLAN
3" MIN CONC COVER
AROUND BASE PL &
STL COL
EXT PAVING PER CIVIL
BASE PL OVER 1 12 " NON-SHRINK
GROUT, PER DETAIL 43/S-402
℄ COL &
STUDS
STEEL COL @ EXTERIOR FTG0256-03-CU20 - S303 - 43 1" = 1'-0" 1'-0"
EMBED
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-303
31 21 1132 22 12
43 33 23 1341
05.14.2024
"d
b
"
"6 d
b
"
"D"
"6 db" *
"d
b
"
"D"
135 HOOK 90 HOOK*
BAR SIZE D
#3 1 12"
#4 2"
#5 2 12"
OR 3" MIN
"ldh"
"d
b
" "db"
"4 db"
2 12" MIN
"D"
"D"
"12 d
b
"
" l
h
"
1 2
"
MIN
BAR SIZE D
#3 THRU #8 6db
#9 THRU #11 8db
HOOK DEVELOPMENT LENGTH
(SEE SCHED)
FACE OF
MASONRY
BAR SIZE DEVELOPMENT LENGTH (ld) OR LAP SPLICE LENGTH (ls) HOOK DEVELOPMENT LENGTH (le) Dln #3 2'-3" 0'-5" 2 14 5"
#4 3'-0" 0'-7" 3 8"
#5 3'-9" 0'-9" 3 3 4 10"
#6 4'-6" 0'-10" 4 12 1'-0"
#7 5'-3" 0'-12" 5 14 1'-2"
#8 6'-0" 1'-1" 6 1'-4"
#9 6'-9" 1'-3" 9 12 1'-7 12"
NOTES:
1. USE DEVELOPMENT LENGTH (ld) AND SPLICE LENGTH (ls) INDICATED IN SCHEDULE FOR ALL DOWEL LENGTHS NOT SHOWN ON PLANS UNLESS
OTHERWISE PERMITTED BY THE SEOR AND JURISDICTION AGENCY
2. DEVELOPMENT LENGTHS (ld) AND SPLICE LENGTHS (ls) INDICATED IN SCHEDULE CORRESPOND TO GRADE 60 BARS IN 1,500 OR 2,500 psi NORMAL
WEIGHT MASONRY
3. THIS SCHEDULE SHALL BE USED WHERE DEVELOPMENT AND SPLICE LENGTHS ARE NOT SPECIFICALLY DETAILS AND DIMENSIONED ON THE
DRAWINGS
4. WHERE BARS OF DIFFERENT SIZES ARE LAP SPLICED, SPLICE LENGTH SHALL BE THE SPLICE LENGTH OF THE SMALLER BARS
5. NOTE THAT THE LAP SPLICES SHOWN ACCOUNT FOR THE INCREASE IN LAP SPLICE IN REGIONS OF MOMENT WHERE THE DESIGN TENSILE STRESSES IN THE REINFORCEMENT ARE GREATER THAN 80 PERCENT OF THE ALLOWABLE STEEL TENSION STRESS, Fs
6. D = FINISHED INSIDE BEND DIAMETER7. db = NOMINAL BAR DIAMETER
CONTACT LAP SPLICE(PREFERRED)NON-CONTACT LAP SPLICE
LAP SPLICE
PER SCHED
MAX = SMALLER OF "ls"/ 5" OR 8"
LAP SPLICE
PER SCHED
LAP SPLICE
PER SCHED
LAP SPLICE
PER SCHED
"d
b
"
CLEAR
SPCG
CLEAR
SPCG
TYPICAL LAP SPLICES
STAGGERED SPLICING
FACE OF MASONRY
OR JT @ STD HOOK
2 12
TYPICAL COLUMN BAR OFFSET
MASONRY-LAP SPLICE / DEVELOPMENT LENGTH SCHED0256-03-CU20 - S401 - 13 NTS "H"
(SEE SCHED BEL)
LAP SPLICE
(SEE DETAIL M-TYP-001)
CLEAR SPAN
DEVELOPMENT LENGTH
(SEE DETAIL M-TYP-001)
TOW
JAMB BARS
3"
CLR
EXTEND JAMB BARS TO BOT OF FTG& PROVIDE STD 90° HOOK
EXTEND JAMB BARS FLR TO FLR OR FLR TO ROOF
WHERE OPNG EXCEEDS 4'-0" IN WIDTH FOR ALL
OTHER CONDITIONS (EXTEND BAR BEYOND EDGEOF OPNG FULL DEVELOPMENT LENGTH OR 2'-0" MIN) FOR TYP LINTEL REINF SEE DETAIL M-TYP-003
WHERE EXTENSION OF FULL DEVELOPMENT
LENGTH OF LINTEL & SILL REINF BEYOND EDGE
OF OPNG IS NOT POSSIBLE, PROVIDE MIN
HOOKED DEVELOPMENT LENGTH PER M-TYP-001
EDGE OF WALL
BOT OF THK SLAB OR
CONT WALL FTG
WALL REINF ON RECT
PENETRATION PER
M-M-007
WALL REINF ON ROUND
PENETRATION PER
M-M-006
(2) TYP BARS @ JAMB & SILL(2) #4 MIN
NOTES:
1. ALL CELLS SHALL BE GROUTED SOLID, UNO
2. WALL CONSTRUCTION SHALL BE RUNNING BOND ONLY
3. WALL THICKNESS PER PLAN
4. PROVIDE CMU LINTELS AT ALL CMU WALL OPENINGS, UNO
5. PRECAST CONCRETE LINTELS MAY BE USED WITH ARCHITECT'S & SEOR'S APPROVAL
6. ALL MASONRY OPENINGS SHALL BE SHORED UNTIL MASONRY HAS CURED FOR A MIN OF 72 HOURS7. REFER TO ARCHITECTURAL & MECHANICAL, ELECTRICAL & PLUMBING DRAWINGS FOR SIZE & LOCATIONS OF OPENINGS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY & PROPERLY SIZE ALL CMU WALL OPENINGS
8. HORIZ REINF SHALL BE PROVIDED WITHIN 16 INCHES OF THE TOP & BOT OF THE WALL
9. WALL OPENINGS SHALL NOT BE CLOSER THAN 24" FROM THE TOP OF THE EDGE IN ORDER TO ACCOMMODATE
THE WALL LINTEL
10. MIN SEPARATION BETWEEN OPENINGS SHALL ACCOMMODATE THE NUMBER OF ROWS OF JAMB BAR REINF11. SEE GENERAL NOTES FOR MORE INFO
SEE SCHED BEL FORTYP WALL REINF
CMU WALL REINFORCING SCHEDULE
WALL THICKNESS
(NOMINAL)
BAR SIZE & SPACING EACH MAT
MAXIMUM
HORIZONTAL VERTICAL REMARKS HEIGHT
6" #4 @ 24" OC #4 @ 24" OC SINGLE MAT 12'-0"
8" #5 @ 24" OC #5 @ 24" OC SINGLE MAT 16'-8"
12" #5 @ 24" OC #5 @ 24" OC DOUBLE MAT 25'-0"
TYPICAL CMU WALL ELEVATION0256-03-CU20 - S401 - 22 NTS
1 2" TYP FROM INSIDE
FACE OF CELL
TOP OF WALL
STD 90° HOOK TURN
INTO PLANE OF WALL
TYP HORIZ WALL
REINF PER SCHED
TYP VERT WALL
REINF PER SCHED
TYP HORIZ WALL
REINF PER SCHED
"U" BARS TO MATCH
VERT REINF, TYP
2 BARS AT TOP MIN
( (2) #4 MIN)
SINGLE MAT DOUBLE MAT
TYP REINF AT TOP OF WALL0256-03-CU20 - S401 - 23 NTS
CONCRETE MASONRY WALL PIERS0256-03-CU20 - S401 - 33 NTS 'T' TO LESS THAN 3x'T'
BLOCK THICKNESS
'T'
3T TO 5T
JAMB REINF
JAMB REINF
EA END
#3 TIES @ 8" OC
TIES SAME SIZE & SPACINGTO MATCH SPECIFIED REINF
NOTE:
TIE MAY BE TURNED UP AS NECESSARY TO FIT INSIDE WALL.
BREAK WEBS AND/OR INTERIOR FACE SHELL AS REQUIRED
BLOCK THICKNESS
'T'
OPNG SHALL BE 12 BLK
MODULES IN WIDTH,
FULL BLK MODULES INHT (MAX OPNG 24" x
24" UNO)
STOP TYP WALL REINF
@ BLOCKOUT
UTILITY PER MEP DWGSROUND PENETRATIONS
SHALL BE CORED AFTER
WALL HAS BEEN
GROUTED (CORED
HOLE MUST LIE WITHIN
THIS AREA & BE
REINF AS SHOWN
CMU WALL PER PLAN
ADD VERT BARS EA
SIDE OF OPNG TO
MATCH TYP WALL BARS
((2) BARS @ WALLS W/
2 MATS OF REINF
ADD HORIZ BARS EA SIDE OF OPNG TO MATCH TYP
WALL BARS ( (2) BARS @ WALLS W/ 2 MATS OF REINF)
ROUND PENETRATION IN MASONRY0256-03-CU20 - S401 - 41 NTS
TYP WALL REINF, WO
TYP WALL REINF, WO
OPNG SHALL BE 12 BLK
MODULES IN WIDTH,
FULL BLK MODULES INHT (MAX OPNG 24" x
24" UNO)
STOP TYP WALL REINF
@ BLOCKOUT
CMU WALL
PER PLAN
UTILITY PER
MEP DWGS
RECTANGULAR PENETRATION IN MASONRY0256-03-CU20 - S401 - 42 NTS
ADD VERT BARS EA
SIDE OF OPNG TO
MATCH TYP WALL BARS
((2) BARS @ WALLS W/
2 MATS OF REINF
ADD HORIZ BARS EA SIDE OF OPNG TO MATCH TYP
WALL BARS ( (2) BARS @ WALLS W/ 2 MATS OF REINF)
TYP WALL REINF, WO
TYP WALL REINF, WO
MASONRY ANCHOR BOLT SCHEDULE0256-03-CU20 - S401 - 43 NTS
MIN EMBED
1" MIN GROUT
ALL AROUND
ANCHOR BOLT
FACE OF MASONRY
BOLT SIZE MINIMUM EMBEDMENT
1 2
" 4"
5 8
" 5"
3 4" 6"
7 8
" 7"
1" 8"
1 18" 9"
1 14" 10"
NOTES:
1. MINIMUM BOLT SPACING SHALL BE 16 BOLT DIAMETERS WITH A MINIMUM EDGE DISTANCE OF 12 DIAMETERS, UNLESS NOTED OTHERWISE.
2. PROVIDE AN ADDITIONAL 2" OF EMBEDMENT FOR ANCHOR BOLTS LOCATED IN THE TOP OF COLUMNS.
3. ANCHOR BOLTS SHALL BE HEX HEADED WITH THE DIMENSIONS OF THE HEX CONFORMING TO ANSI/ASME B18.2.1 BENT BAR ANCHORS SHALL NOT BE USED.
MAX FOR 8"MASONRY
MAX FOR 12"MASONRY
1" CLR
MIN
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-401
4142 2243 33 23 13
MISSION PLAZA ENHANCEMENTS
05.14.2024
TEMPLATE 18" THK,
SAME SIZE AS BASE PL
TOP OF FTG
TOP OF
BASE PL
ALT LOCATION
FOR TEMPLATE
3" MIN AB PROJECTION ABV
BASE PL (CONTRACTOR TO
VERIFY TOTAL PROJECTION
PRIOR TO FTG POUR)
1 1
2" MIN, 2" MAX
NON-SHRINK GROUT, UNO LEVELING NUT
ANCHOR BOLT PROJECTION0256-03-CU20 - S402 - 43 NTS
12"
1 2
"
℄ STL COL
1 4
"
CMU WALL
PER PLAN
BASE PL 14" W/ 5 8" Ø THR "CFL"
NELSON STUD (ICC-ESR 2856)
6" MIN
EMBED
COL PER PLAN
END CONDITION
CORNER CONDITION
CMU WALL
PER PLAN
112" CLR
TYP
1 2
"
1 2
"
8" 3 12"
3 1
2 "
1 1
2" CLR
TYP
4" MIN
TYP
℄ OF WALL,
PL, HSS &
BOLTS
EQ EQ
CENTER CONDITION
ELEVATION
112"
TYP
8"
1 2
"
TYP
CMU WALL
PER PLAN
4" MIN
TYP
EQ EQ
112"
TYP
8" 112"
TYP
℄ OF WALL,
PL, HSS &
BOLTS 3
1 2
"3
1 2
"
℄ HSS &
PL
3 1
2 "3
1 2
"
℄ HSS &
PL
3 1
2 "3
1 2
"
312" 312"
8"
CMU WALL
PER PLAN
HSS @ CMU WALL0256-03-CU20 - S402 - 13 1-1/2" = 1'-0"
NOTES:
1. TIES SHOWN AT LINTELS ARE IN ADDITION TO ALL TYP WALL REINF
2. LINTEL DESIGN IS BASED ON MEDIUM WT (124 PSF) MAX FULLY GROUTED CONC MASONRY CONSTRUCTION3. WALL CONTROL JOINTS SHALL NOT OCCUR WITHIN DEVELOPMENT LENGTH OF LINTEL REINF
LINTEL DEPTH (D)
PER SCHED, UNO
SINGLE MAT DOUBLE MAT
TOW OPNG HORIZ
REINF PER SCHED
STD CMU LINTEL WALL
CELLS GROUTED SOLID &
LINTEL REINF PER SCHED
8" MIN
BRG
TYP JAMB REINF
PER ELEVATION
JAMB @ EDGE
OF OPNG
MATCH WALL LINTEL TIES TO
WALL REINF PER M-TYP-002
WALL REINF
PER SCHED
BOND BM UNITLINTEL REINFPER SCHED
3"U-BEAM UNIT CLR
3"
CLR
STD 90° HOOK
LAP SPLICE
TYPICAL CMU REINFORCEMENT SCHEDULE
TYPE MAX CLR SPAN (FT) D (IN)
SOLID-GROUTED MASONRY WALL LINTEL
REINFORCEMENT SCHEDULE WALL HORIZ ABOVE LINTEL 8" WALLS 12" WALLS L1 5'-4" 15 5 8" (2) #4 (2) #5 #4 @ 24" OC
L2 10"-8" 15 5 8" (2) #4 (2) #5 #4 @ 24" OCL3 12'-0" 15 5 8" (2) #5 (2) #6 #4 @ 24" OC L4 14'-0" 15 5 8" (2) #5 (2) #6 #4 @ 24" OC
ELEVATION
TYPICAL CMU LINTEL DETAILS0256-03-CU20 - S402 - 22 NTS
24 -
22 -
NOTE: MAX CONTROL JOINT SPACING = 20'-0" OC
32 -
34 -
CONTROL JT
HORIZ REINF PERREINF SCHED OR
WALL ELEV
VERT REINF PER
REINF SCHED OR
WALL ELEV, TYP
CONTROL JOINT AT NON-SHEAR CMU WALL0256-03-CU20 - S402 - 23 NTS
INTERSECTION
PLAN - DOUBLE MAT
CORNER/END
CORNER/END
STD 90° HOOK
& ALTERNATE
BREAK SHELL FORFLOW OF GROUT
OPEN END BLK
(2) #5 VERT MIN
STD 90° HOOK
& ALTERNATE
BREAK SHELL FORFLOW OF GROUT
OPEN END BLK
PROVIDE 180° HOOK
AT SHEAR WALL
(2) #5 VERT, MIN
PROVIDE 135° HOOK
AT SHEAR WALL
(2) #5 VERT MIN
STD 90° HOOK
(3) #5 VERT MIN
BREAK SHELL FORFLOW OF GROUT
OPEN END BLK
BREAK SHELL FOR
FLOW OF GROUT
STD 90° HOOK
(2) #5 VERT MIN
STD 90° HOOK, TYP
OPEN END BLK
INTERSECTION
PLAN - SINGLE MAT
MASONRY WALL CORNER DETAIL0256-03-CU20 - S402 - 42 NTS
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-402
42 2243 33 23 13
MISSION PLAZA ENHANCEMENTS
05.14.2024
TYP CONTROL JT SPCG
EQUAL TO 1.5H OR 25' (WHICHEVER IS LESS)
"d2"
25 2 1/2
LENGTH, FT
LENGTH / HEIGHT RATIO
MAXIMUM WALL PANEL DIMENSIONS
"d1"
"d1" SPAN < 6'-0" "d2" SPAN > 6'-0" "d2"
1/2 CONTROL
JT SPCG MAX
RECTANGULAR BUILDING PLAN
IRREGULAR BUILDING PLAN
ELEVATION
TYP CONTROL JT SPCG
EQUAL TO 1.5H OR 25' (WHICHEVER IS LESS)
RETAINING WALL
CONTROL JOINT CONTROL JOINT
NOTE:
1. THE CONTRACTOR SHALL SUBMIT THE INTENDED CONTROL JOINT LOCATIONS TO THE SEOR FOR REVIEW AND APPROVAL.
1/2 CONTROL
JT SPCG MAX
TYP CONTROL JT SPCG
EQUAL TO 1.5H OR 25' (WHICHEVER IS LESS)
CONTROL JOINT
MASONRY CONTROL JOINT SPACING0256-03-CU20 - S403 - 13 NTS 3 8
"
MORTAR JT
RAKED 12" DEEP
VERT REINF PER
REINF SCHED
OR WALL ELEV
HORIZ REINF PER
REINF SCHED
OR WALL ELEV
SINGLE MAT
50% OF HORIZ WALL REINF & ADDED REINF
SHOWN ON SECTIONS OR STRUCT WALL
ELEVATIONS SHALL BE CONTIOUS THRU CJ
CONTROL JOINT W/ CONT REINFORCEMENT0256-03-CU20 - S403 - 31 NTS
VERT REINF PER
REINF SCHED
OR WALL ELEV
HORIZ REINF PERREINF SCHED
OR WALL ELEV
STOP HORIZ BARS
ES OF JT
BACKUP ROD
CAULKING
CONTROL JOINT0256-03-CU20 - S403 - 32 NTS
3 8
"
PROVIDE 1/2" X 4'-0" LONG SMOOTH DOWELS
GREASED OR WITH PLASTIC SLEEVE W/ SPCG
TO MATCH HORIZ REINF
MASONRY WALL
CAULKING SEALANT, CONT ES
ALT CONTROL JOINT W/ FLANGED NEOPRENE0256-03-CU20 - S403 - 33 NTS
VERT REINF PER
REINF SCHED
OR WALL ELEV
HORIZ REINF PER
REINF SCHED
OR WALL ELEV
STOP HORIZ BARS
ES OF JT
PROVIDE 1/2" X 4'-0" LONG SMOOTH DOWELS
GREASED OR WITH PLASTIC SLEEVE W/ SPCG
TO MATCH HORIZ REINF
FLANGED NEOPRENE
CONTROL JT, CONT VERT
3 8
" HORIZ REINF PER
REINF SCHED
OR WALL ELEV
VERT REINF PER REINF
SCHED OR WALL ELEV,
EA SIDE OF JT
MORTAR JOINT
RAKED 12" DEEP
1 2
"
CLR
50% OF HORIZ WALL REINF & ADDED REINF
SHOWN ON SECTIONS OR STRUCT WALL
ELEVATIONS SHALL BE CONTIOUS THRU CJ
DOUBLE MAT
CONTROL JOINT W/ CONT REINFORCEMENT0256-03-CU20 - S403 - 41 NTS PROVIDE 1/2" X 4'-0" LONG SMOOTH DOWELS GREASED OR
WITH PLASTIC SLEEVE W/ SPCG TO MATCH HORIZ REINF
3 8" TO 12" HORIZ REINF PER REINF SCHED
OR WALL ELEV
1 2
"
CLR
BACKUP ROD
VERT REINF PER
REINF SCHED
OR WALL ELEV
STOP HORIZ BARS
ES OF JT CAULKING
CONTROL JOINT 0256-03-CU20 - S403 - 42 NTS
PROVIDE 1/2" X 4'-0" LONG SMOOTH DOWELS GREASED OR
WITH PLASTIC SLEEVE W/ SPCG TO MATCH HORIZ REINF
HORIZ REINF PERREINF SCHED
OR WALL ELEV
1 2
"
CLR
CAULKING
SEALANT, CONT ES
VERT REINF PER
REINF SCHED
OR WALL ELEV
STOP HORIZ BARS
ES OF JT
FLANGED NEOPRENE
CONTROL JT, CONT VERT
ALT CONTROL JOINT W/ FLANGED NEOPRENE0256-03-CU20 - S403 - 43 NTS PROVIDE 1/2" X 4'-0" LONG SMOOTH DOWELS GREASED OR
WITH PLASTIC SLEEVE W/ SPCG TO MATCH HORIZ REINF
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-403
41 3142 3243 33 13
MISSION PLAZA ENHANCEMENTS
05.14.2024
CEILING
16 GA STUDS @ 16" OC UNO
@ CABINETS OR EQUIP
16'-0" MAX 4'-0" MAX
6"
MIN
6"
MIN
MTL STUD WALL FRMG - FULL HT
STL BM PER
PLAN, PARA
TO WALL,
WO
BOT OF SUPPORT
DUCT OPNG,
WO
13 S-062
31 S-062
31 S-062
54 -
23 S-062
33 S-062
43 S-062
52 -
14C
-
14B
-
14G
-
14A
-
14C
-
14G
-
14C
-
14D
-
14F
-
14E
-
14G
-
@ NON-BRG
WALL ONLY
14 S-062
@ NON-BRG
WALL ONLY
14B
- @ BRG
WALL
METAL STUD WALL FRAMING ELEVATION (BEARING & NON-BEARING)0256-03-CU20 - S404 - 11 1/4" = 1'-0"
WALL STUD BRCGWHERE REQD,
SEE DETAIL
MTL STUDS @ 16" OC, TYP,
SEE DETAIL
CABINETSOR EQUIP
PROVIDE (1) BAY OF BLK EA SIDE OF
OPNGS TOP, BOT & MID-HEIGHT,
SEE DETAIL
STL BM PER PLAN PERP
TO WALL, WO,
SEE DETAIL
T.O. CONC SLAB OR
CONC CURB, WO
SILL, WO
LINE OF CONT BRIDGING
@ MID-HEIGHT OF WALL,
SEE DETAIL
BACKING FOR CABINETS OREQUIP ANCHORAGE, TYP,
SEE DETAIL
DBL STUDS (MIN) AT JAMBS OF ALL OPNGS TYP UNO
OR (1) 16 GA DIETRICH HDS PROVIDE (4) STUDS
AT JAMBS OF ADJ OPNGS OR (2) DIETRICH HDS
(AT OPNGS OVER 10'-0" WIDE PROVIDE(2) DIETRICH HDS, MIN)
BOT TRACK
LINE OF LINTEL @BEARING WALL,
WO
11 S-062
4'-0" MAX @ NON-BRG
(WHERE SPAN EXCEEDS 4'-0",
PROVIDE LINTEL IN LIEU OF
TRACK ABV PER 14B/- )
1/8 ES
1/8 ES
~3
1-18
12 GA x3" STRAP @ 2'-0" OC
ES W/ #10 SMS EA END
JAMB STUDS OR HDS
(3) #10 SMS EA END
PRICELESS
PRICE LESS CLIPPER SCHED ABV
(2) #10 SMS BOT OF
PRO-X HDR TO CLIP
LINTEL
A LINTEL TO JAMB
1/8 1-12
@ WELDED
STUDS
TRACK PER PLAN W/ #10
SMS @ 12" OC EA FLANGE
12 GA x 3" STRAP @ 2'-0" OC
ES W/ #10 SMS EA END
(1) #10 SMS ES
JAMB STUDS OR HDS
(2) #10 SMS
16 GA CONT TRACK
CUT WEB @ FLANGES
& BEND WEB DOWN
1/8 ES1/81/8
MTL STUDSCONT BOT TRACK
#10 SMS EA FLANGE (2)#10 SMS EA FLANGE @ HDS
AT SCREWABLE STUD
C TRACK TO JAMB D STUD TO TRACK
AT SCREWABLE STUD AT WELDED STUD
B HEADER SECTION
#10 SMS @ 12" OC
WALL STUDS
16 GA CONT TRACK
AT SCREWABLE STUD AT WELDED STUD
ES
E F G TYPICAL INTERSECTION TYPICAL CORNER MULTIPLE STUDS
STUD, TYP
OUTLINE OF WALL, TYP
#10 SMS @ 3'-0" OC
(PER NOTE 6)
1/8 1-18
1/8 1-18
@ WELDED STUDS
ONLY, TYP
STUD, TYP
OUTLINE OF
WALL, TYP
#10 SMS @ 3'-0" OC
(PER NOTE 6)
ADDL STUD @ OPNGS
GREATER THAN 4'-0"
DBL STUD OR (1)DIETRICH HDS
SEE A FOR
FASTENING STUDS
OUTLINE OF
WALL, TYP
NOTES:
1. SEE METAL STUD AND TRACK SCHEDULES ON THIS SHEET FOR ADDITIONAL INFORMATION.
2. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR SIZE OF STUDS.
3. ALL TOP AND BOTTOM TRACKS SHALL BE SAME GAUGE AS STUDS UNO.
4. ALL STUDS AT JAMBS OF DOOR AND WINDOW OPENINGS SHALL BE 16 GAUGE UNO.
5. WELDING SHALL BE IN ACCORDANCE WITH STRUCTURAL WELDING CODE - SHEET STEEL, AWS D1.3 BY THE AMERICAN WELDING SOCIETY.
6. PROVIDE EITHER WELDED OR CREWED CONNECTIONS AT CONTRACTOR'S OPTION. OMIT SHEET METAL SCREWS AT WELDED STUD CONDITIONS.
TRACK PER PLAN W/ #10 SMS
EA FLANGE, EA STUD
@ WELDED STUDS
ONLY, TYP
METAL STUD WALL FRAMING0256-03-CU20 - S404 - 13 NTS
STUD PER PLAN CONT, ES
OPTION 1
PRICELESS
HEADER
PRICELESS
CLIP
CLIP TO
JAMB
CLIP TO
HEADER
550HDR350-54 550HDR 350-54 (6) @10 SMS (6) #10 SMS
550HDR450-68 550HDR 450-54 (8) @10 SMS (6) #10 SMS
#10 SMS @ 12" OC #8 SMS @ 12" OC
PRICELESS HDRPER PLAN
OPTION 2
WALL STUDS
WALL COVERING WO. WHERE WALL
COVERING OCCURS ONE SIDE,
STUD BRCG IS REQD ON OPP SIDE
DIST FROM T.O. WALL COVERING
TO CL OF STUD BRCG SHALL NOT
EXCEED MAX SPCG AS INDICATED
ON MTL STUD AND TRACK SCHEDS MTL STUD WALL CL OF STUD BRCG, TYP12 S-062 STUD BRCG, SEE
BOT OF SUPPORT
T.O. SUPPORT
WALL STUD BRACING LOCATION0256-03-CU20 - S404 - 31 NTS
NOTES:
1. SEE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR SIZE AND GAUGE OF STUDS.
2. DIMENSIONS, PROPERTIES AND TYPES NOTED ARE BASED ON METAL STUDS AND TRACKS BY STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) ICBO NO 4943 UNO.
HDS STUD SCHEDULE
DEPTH GAUGE B A AREA (IN2) I (IN4) S (IN3) MAX SPACING OF STUD BRACING 3 5/8" 16 3 1.0625" 0.715 1.483 0.818 4'-0"
4" 16 3 1.0625" 0.736 1.869 0.934 4'-0"
6" 16 3 2.25" 0.984 4.856 1.619 4'-0"
8" 16 3 2.25" 1.097 9.843 2.461 4'-0"
DIETRICH HDS PER ICC ESR-2374
B
DEPTH
O.D. A
TYP
STUD SCHEDULE
DEPTH GAUGE B AREA (IN2) I (IN4) S (IN3)
MAX
SPACING
OF STUD
BRACING
SSMA
DESIGNATOR
2 1/2"
20 1 5/8" .223 .236 .188 4"-0" 250S162-33
18 1 5/8" .289 .302 .242 4'-0" 250S162-43
16 1 5/8" .358 .370 .296 4"-0" 250S162-54
3 5/8"
20 1 5/8" .262 .551 .304 4'-0" 362S162-33
18 1 5/8" .340 .710 .392 4"-0" 362S162-43
16 1 5/8" .422 .873 .482 4'-0" 362S162-54
14 1 5/8" .524 1.070 .590 4'-0" 362S200-68
4"
20 1 5/8" .275 .692 .346 4'-0" 400S162-33
18 1 5/8" .375 .892 .446 4"-0" 400S162-43
16 1 5/8" .443 1.098 .549 4'-0" 400S162-54
5 1/2"
20 1 5/8" .327 1.458 .530 4'-0" 550S162-33
18 1 5/8" .424 1.883 .685 4"-0" 550S162-43
16 1 5/8" .528 2.324 .845 4'-0" 550S162-54
14 1 5/8" .657 2.860 1.400 4'-0" 550S162-68
6"
20 1 5/8" .344 1.793 .598 4"-0" 600S162-33
18 1 5/8" .447 2.316 .772 4'-0" 600S162-43
16 1 5/8" .556 2.860 .953 4"-0" 600S162-54
8"
20 1 5/8" .413 3.582 .896 4'-0" 800S162-33
16 1 5/8" .670 5.736 1.434 4"-0" 800S162-54
14 2" 0.907 8.140 2.035 4'-0" 800S200-68
10" 16 2" .839 11.278 2.256 4"-0" 250S200-5412" 14 2" 1.192 21.947 3.658 4'-0" 1200S200-68 B
DEPTH
O.D.
PRO-X SCHEUDLE
WIDTH GAUGE B AREA (IN2) I (IN4) S (IN3) PRO-X CLIP
3 5/8" 16 4 1/4" 0.786 1.182 0.445 362 CLIP-54
4" 16 4 1/4" 0.808 1.230 0.456 400 CLIP-54
6" 16 4 1/4" 0.921 1.452 0.504 600 CLIP-54
8" 16 4 1/4" 1.034 1.625 0.537 800 CLIP-54
BRADY PRO-X PER ICC ESR-1765
WIDTH
I.D.
B
TRACK SCHEDULE
DEPTH GAUGE B AREA (IN2) I (IN4) S (IN3) SSMA DESIGNATOR 2 1/2"
20 1 1/2" .190 .221 .167 250T150-33
18 1 1/2" .248 .289 .217 250T150-43
16 1 1/2" .311 .368 .273 250T150-54
4"
20 1 1/2" .242 .622 .300 400T150-33
18 1 1/2" .315 .811 .390 400T150-43
16 1 1/2" .396 1.025 .489 400T150-54
5 1/2"
20 1 1/2" .294 1.295 .459 550T150-33
18 1 1/2" .383 1.688 .596 550T150-43
16 1 1/2" .480 2.128 .747 550T150-54
6"
20 1 1/2" .311 1.590 .517 600T150-33
18 1 1/2" .405 2.072 .673 600T150-43
16 1 1/2" .509 2.611 .843 600T150-54
8"
20 1 1/2" .380 3.180 .781 800T150-33
16 1 1/2" .622 5.214 1.272 800T150-54
14 1 1/2" .783 6.594 1.599 800T150-68
10" 16 1 1/2" .735 9.061 1.777 250T150-54
12" 14 1 1/2" 1.068 18.148 2.963 1200T150-68
DEPTH
I.D.
B
METAL STUD SCHEDULE0256-03-CU20 - S404 - 43 NTS
PRICELESS HEADER SCHEDULE
WIDTH GAUGE AREA (IN2) I (IN4) S (IN3) SADDLE CLIP PART NO. 3 5/8" 16 1.368 2.514 .907 362 C350-54 350HDR350-543 5/8" 14 1.71 3.242 1.201 362C350-54 350HDR350-685 1/2" 16 1.594 3.203 1.032 550C350-54 550HDR350-545 1/2" 14 2.28 7.236 2.055 550C450-54 550HDR450-68 PRICELESS HEADER PER ER-0342
WIDTH
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-404
11 43 13
31 MISSION PLAZA ENHANCEMENTS
05.14.2024
MTL STUDS PER PLAN
PIECE OF TRACK OR STUD
SAME GA AS STUDS
TYP, EA END 1/8 1
18 GA & HEAVIER STUDS
MTL STUD PER PLAN
PIECE OF TRACK OR STUD
SAME GA AS STUDS (CUT
WEB @ FLANGES & BEND UP)
(2) #8 SMS
20 GA & HEAVIER STUDS
METAL STUD BLOCKING0256-03-CU20 - S405 - 11 NTS
20 GA x 1 18" CONT STRAP
W/ (1) #10 SMS SCREW
TO EA STUD
MTL STUD PER PLAN
SPLICE @ OF BLKG,
WHERE REQD
(8) #10 SMS
TO BLKG
STUD BLKG @ EA END OF
WALL & @ 8'-0" OC MAX
SEE DET 11
-
℄ OF
BRCG
℄
METAL STUD BRACING0256-03-CU20 - S405 - 12 NTS
AT WELDED STUD
1 8
"
TYP
BRIDGING CLIP @ EA STUD (2) #8 SMS, EA LEG
CONT 1 12" x 16 GAUGE
COLD ROLLED CHANNEL
MTL STUD
1 8
"
TYP
BRIDGING CLIP @ EA STUD
CONT 1 12" x 16 GAUGE
COLD ROLLED CHANNEL
MTL STUD
1/8 1
AT SCREWABLE STUD
METAL STUD BRIDGING0256-03-CU20 - S405 - 13 NTS
MTL STUD (VERT)
PER PLAN
#6 SCREWS, TYP
SLIPTRACK SYSTEMS 16 GA SLOTTEDSLIP TRACK OR APPRVD EQUAL 2 1
2" TYP5
8" TYP
1 1
4" TYP
SEE SCHED
14"
TYP
1"
TYP
SEE C
C ENLARGED ISOMETRIC VIEW NTS
A ISOMETRIC VIEW
B SECTION VIEW
NON-BEARING METAL STUD TOP TRACK0256-03-CU20 - S405 - 21 NTS 1 2
"
CLR
FACE OF CMU WALL
CEILING JST
PER SCHED
16 GA JST W/ 12" AB @
4'-0" OC & 1'0" MAX
FROM ENDS OF PIECE
BLKG @ 4'-0" OC @ PARA JSTS
OR CEILING JST, PER SCHED
#10 SMS EA FLANGE EA STUD
JST PARA TO
WALL, WO
MTL STUD WALL
PER PLAN
16 GA TRACK W/ (2) #10 SMS PER EA
4" STUD & (3) #10 SMS EA 6" STUD
20 GA CONT BLKG
16 GA TRACK W/ (2) #10
SMS EA FLANGE EA STUD
20 GA CONT BLKG
CEILING JST
PER SCHED
CEILING JOIST SCHEDULE
JOIST SIZE MAX SPAN
4" x 20 GA @ 16" OC 7'-6"
6" x 20 GA @ 16" OC 9'-0"
NOTE:
THIS DET IS INTENDED FOR CEILING JSTS THATSPAN FROM WALL TO WALL @ CONTRS OPTION
A AGAINST CMU WALL B AGAINST WALL
C ON T.O. WALL
NON-BRG MTL
STUD WALL
PER PLAN
CEILING JOIST SCHEDULE & DETAILS0256-03-CU20 - S405 - 22 NTS 6 1
8"
4"
6 1
8"
4"
CONT BOT TRACK W/ HILTI DS (0.177" DIA) LOW VELOCITY FASTENER (ICC ES ESR-1663) @ 2'-0" OC AND 6" MAX FROM ENDS (PROVIDE FASTENERS @ 16" OC WHERE CABINETS OR EQUIP IS ANCH TO WALL) 1 7 16" MIN EMBED (2) FASTENERS MIN PER PIECE OF TRACK
DEPRESSED SLAB, WO CONC SOG
MTL STUD WALL
PER PLAN
CONT BOT TRACK W/ 3 8" HILTI KWIK BOLT
KB-TZ (ICC ES ESRI-11917) @ 2'-0" OC & 6"
MAX FROM ENDS 2 12" MIN EMBED (2) MIN
PER PIECE OF TRACK
DEPRESSED SLAB, WO
CONC SOG
MTL STUD WALL
PER PLAN
#4 CONT
#4 @ 18" OC
NOTE:
SHOT PINS NOT ALLOWED
IN CURBS OR SLAB EDGES
B AT CURB ON SOG
A AT SOG
NON-BEARING METAL STUD BOTTOM0256-03-CU20 - S405 - 23 NTS ℄ STL BM
EQ
1 2
"
CLR
EQ
8"
MAX
CONT NON-BRG
SLIP TRACK SEE DET
1 12" COLD ROLLED
CHANNEL @ 4'-0" OC
(2) #10 SMS @
EA CHANNEL
MTL STUD WALL
PER PLAN
1/8 1
B PARA TO STEEL BEAM A PERP TO STEEL BEAM
NON-BRG STL BM
SLIP TRACK
MTL STUD BLKG,
SEE DET
PROVIDE STUD
BRCG (2) BAYS
EA SIDE OF BM,
SEE DET
11 -
12 -
21 -
NON-BRG METAL STUD TOP @ STL BM (FULL HEIGHT WALL)0256-03-CU20 - S405 - 31 NTS
MTL STUD WALL
PER PLAN
SHTG PER PLAN
& SCHED
B PERP TO JSTS
A PARA TO JSTS
CONT NON-BRG SLIP
TRACK PER DET 21
-
SHTG PER PLAN
& SCHED
NON-BEARING PARTITION TOP CONNECTION 0256-03-CU20 - S405 - 33 NTS
CONT NON-BRG SLIP
TRACK PER DET 21
-
BS ALONG BLKG
(N) OR (E)
MTL JST
(2) #10 SMS EA BLK
16GA MTL BLKG
@ 48" OC
(N) OR (E)
MTL JST
(2) #10 SMS EA JST
MTL STUD WALL
PER PLAN
MTL STUD WALL
PER PLAN
B PERP TO JSTS
A PARA TO JSTS
CONT NON-BRG SLIP
TRACK PER DET 21
-
NON-BEARING PARTITION TOP CONNECTION 0256-03-CU20 - S405 - 43 NTS (N) OR (E)
MTL JST
(2) #10 SMS EA BLK
16GA MTL BLKG
@ 48" OC, CLIP
FLG & WEB AS
REQ'D @ JST
FLG (DEPTH TO
MATCH JST)
(N) OR (E)
MTL JST
(2) #10 SMS EA JST
MTL STUD WALL
PER PLAN
CONT NON-BRG SLIP
TRACK PER DET 21
-
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-405
31 21 11
22 12
43 33 23 13
MISSION PLAZA ENHANCEMENTS
05.14.2024
NOTES:
1. MINIMUM EDGE DISTANCE FOR FASTENERS SHALL BE 3 8" FROM SHEATHING EDGE AND 14" FROM MEMBER EDGE.
DIAPHRAGM SCHEDULE
TYPE SHEATHING PANEL GAGE BLOCKING SCREWS BOUNDARY SCREWS (BS) EDGE SCREWS AT CONT. PANEL EDGES (ES) EDGE SCREWS AT OTHER PANEL EDGES (ES) FIELD SCREWS (FS) PANEL EDGE SUPPORT OR NOMINAL MEMBER WIDTH AT PANEL EDGES LINES OF FASTENERS A SURE-BOARD SERIES 200S 22 GA YES #8 x 1 5 8" 6 6 6 6 BLOCKING 1 B SURE-BOARD SERIES 200S 22 GA YES #8 x 1 5 8" 444 6 BLOCKING 1 C SURE-BOARD SERIES 200S 22 GA YES #8 x 1 5 8" 222 6 BLOCKING 1
STAGGER
PANEL JT
PANEL END EDGE SCREWING (BS) CONT PANEL JT
PER SCHED
FRMG PERPLAN
BOUNDARY SCREWING (BS) PER SCHED
STAGGER NAILING AT PANEL JT
SCREW SPCG @
PANEL EDGES PER SCHED
NAIL SPCG @
PANEL EDGES
PER SCHED
16" MIN
PANEL WIDTH
BLKG AT PANEL JT(S)
FULL HT BLKG AT RIM JSTPER WALL DETAILS
CONT RIM JST PER
WALL DETAILS
FIELD SCREWING (FS)PER SCHED
STRENGTH AXIS ORIENTED PERP TO SUPPORTS
SHTG PER SCHED
(2) JST BAYS MIN
NOMINAL MEMBER WIDTH AT PANEL
EDGES & BOUNDARIES PER SCHED
-
13 SURE-BOARD PLYWOOD DIAPHRAGM SHEATHING0256-03-CU20 - S406 - 12 NTS
GAP PER
DETAIL 12/- DIAPH BS PER
PLAN & SCHED
350 T 150-43 FLAT
BLKG, WHERE
SPECIFIED
SHTG PER PLAN &
DETAIL 12/-
MTL JST PER PLAN, TYP
SECTION
GAP PER
DETAIL 12/- H-CLIP SHTG PER PLAN &
DETAIL 12/-
H-CLIP WHERE SPECIFIED
A
FLAT BLKG WHERE SPECIFIED A
DIAPHRAGM PANEL JOINTS0256-03-CU20 - S406 - 13 NTS
SIMP "S/HJCT"
JST HGR, TYP
DBL JST
OPNG "D"
FOR "D" = 2'-8" MAX,
USE (2) JOISTS
FOR "D" = 4'-0" MAX,
USE (3) JOISTS
NOTE:FOR LARGER OPENINGS REFER TO FRAMING PLANS.
SIMP "ST12" CENTERED
ON JST, TYP
ES AROUND
OPNG, TYP
SIMP "ST12" CENTERED
ON MULTIPLE JST, TYP
MULTIPLE JST EA SIDE OFOPENING
ES ALONG BLKG & JSTFOR A DISTANCE OF 2'-0"
@ EA CORNER OF OPNG
350T 150-43
FLAT BLKG,
TYP
OPENING AT FRAMING0256-03-CU20 - S406 - 23 NTS or 1" = 1'-0" EQ EQ
4x8 BLKG W/ SIMP"HU" HGR EA END
∠ 3x3x 3 8" W/
(2) 5 8" Ø BOLTS
112" 3" 112" SHTG PER PLAN
& SCHED
1 1
2 "
13 4"
∠ SEE DETAIL
B BELOW
JST PER
PLAN
A HANGER @ SINGLE JOIST
B HANGER @BLKG
ES ALONG BLKG
ROD HGR (3 8"Ø MIN)
W/ NUT A&B ∠
ROD HGR (3 8"Ø MIN)
W/ NUT A&B ∠
JST PER
PLAN
SIMP 'L50' CLIP
@ BACK OF JST
SIMP 'SJC8.25'
1000S162-54
HANGER @ BLKG0256-03-CU20 - S406 - 31 NTS
100# MAX
100# MAX
SHTG PER PLAN
& SCHED
ROOF JSTPER PLAN
ROOF SHTG PERPLAN & SCHED
BLKG SIMP 'L50' CLIP
@ BACK OF JST
SIMP 'SJC10.25'
LINE OF
MECH UNIT
BLKG TO MATCHDEPTH & GAGE
OF JOIST
ROOF JST
PER PLAN
OPENING WIDTH ≤ (1) JST BAY
SEE MECH DWGS FOR ANCHORAGE
(MIN 3 A 8" Ø BOLTS TO BLKG EA CORNER)
A OPENING ≤ (1) JST BAY
OPENING ≤ (1) JST BAY0256-03-CU20 - S406 - 33 NTS
SHTG PER PLAN
& SCHED
B DIAG BRACE @ BLKG
SHTG PER
PLAN & SCHED
ROOF JST PERPLAN
UNISTRUT P1000 DIAG BRACE
W/ (2)12" Ø MB TO HINGE
CONNECTOR (ALT: CABLE
BRACE WO, PER MECH) UNISTRUT P1354A HINGE CONNECTOR W/ 3 8" Ø MB TO JST (ALT: UNISTRUT SPF 400 OR LS 500 @ CABLE BRACE WO,
PER MECH)
A DIAG BRACE @ SINGLE JST
1 1
ROOF JSTPER PLAN
1000S162-54 BLKG
SIMP 'L50' CLIP @
BACK OF JST
2"
MAX
ES ALONG BLKG
UNISTRUT P1000 DIAGBRACE W/ (2) 12"Ø
THRU-BOLTS TO BLKG
1 1
3"
112
"
SIMP 'SJC 8.25'
2"
MAX
UNISTRUT DIAG BRACE TOP CONNECTION0256-03-CU20 - S406 - 41 NTS
BLOCKING PANELS
METAL BRIDGING
JST PER PLAN
SHTG PER PLAN
& SCHED
FASTENING @ BOT OF JST
SHALL BE DONE AFTER
ROOFING INSTALLATION
SIMP 'LTB' METAL BRIDGING W/ (2) #10SMS EA END @ 12'-0" OC OR MID SPAN,
WHICHEVER IS LESS (METAL PIECES SHALL
NOT TOUCH)
JOIST BRIDGING & BLOCKING0256-03-CU20 - S406 - 42 NTS
JST PER PLAN
SHTG PER PLAN
& SCHED
CONT 20 GA MTL BLKG PANELS
W/ DEPTH TO MATCH JST @ 12'-0"
OC OR MID-SPAN, WHICHEVER IS
LESS
SIMP 'L50' CLIP
@ BACK OF JST
SIMP 'FC' CLIP
@ JST CAVITY
SHTG PER
PLAN & SCHED
SEE MECH DWGS FOR
ANCHORAGE (MIN 3 8"Ø
BOLTS @ 12" OC, MIN (2)BOLTS EA SIDE
DBL JSTPER PLAN
EN ALONG BLKG
CURB PER MECH
LINE OF MECH UNIT
EQUIPMENT SUPPORT PARA JOIST0256-03-CU20 - S406 - 43 NTS
JST PER PLAN
#10 SMS @ 12" OC IN (3)ROWS STGR, FULL LENGTH
SIMP 'SJC10.25
@ EA RND
BLKG AS REQD FOR ADDL
CURB ATTACHMENT, MATCH
DEPTH & GAGE OF JST
ADDL JST WHERE
BLKG OCCURS
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-406
31 12
43 33 23 134142
MISSION PLAZA ENHANCEMENTS
05.14.2024
WEB STIFFENER
0256-03-CU20 - S407 - 12 NTS
(2) #10 SMS SCREWS THRU WEB OF
RIM TO WEB STIFFENER FLANGE
WEB STIFFENER AT RIM TRACK
(3) #10 SMS SCREWS
TO JST WEB, TYP
3 12" CLARK DIETRICH "QUICK TWIST"
WEB STIFFENER
WEB STIFFENER INSTALLATION WEB STIFFENER AT JOIST LAP
WEB STIFFENER AT BEARING POINT
(3) #10 SMS, TYP
6" x 16 GA CONT NOTCHED TRACK
ANCH BCKG TO (3) STUDS MIN
MTL STUD PER PLAN
NOTE:USE #10 SMS WHEN ATTACHING
TIES TO BACKING, UNO
BACKING AT METAL STUDS0256-03-CU20 - S407 - 13 NTS
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-407
31 2132 22 12
43 33 23 134142
MISSION PLAZA ENHANCEMENTS
05.14.2024
HSS BM TO CMU WALL
0256-03-CU20 - S411 - 21 1-1/2" = 1'-0"
CMU WALL PER PLAN
NOTCH CMU FOR HSS
6" MIN
EMBED
7"x3" BENT PL 3 16 ES OF HSS W/ 5 8"
Ø HEAD AB W/ LEVELING NUTS
TO CMU BEYOND
HSS HIP BM
1"
MAX
1" NON-SHRINK GROUT
31 S-411
3 16
3 SIDES
HSS BM TO CMU WALL0256-03-CU20 - S411 - 31 1-1/2" = 1'-0"
CMU WALL
HSS HIP BM
END PL 3 16"
1 8
PJP ( 14 )
A CORNER INTERSECTION
B 'T' INTERSECTION
14 HSS PER PLAN
HSS PER PLANHSS PER PLAN
HSS PER PLAN
HSS TO HSS CONNECTION0256-03-CU20 - S411 - 43 NTS
KIOSK BEAM @PEAK0256-03-CU20 - S411 - 33 1" = 1'-0"
HSS 6x4PER PLAN
TYP
B
A
B
B A
A
B
A
3 16"
TYP B TO
A BM
CP-TYP A
BM T&B
3 16"
TYP A TO
A BM
3 16"
TYP B TO
A BM
CAP FOR FINIAL
PER ARCH
RESTROOM JOIST TO WALL0256-03-CU20 - S411 - 41 1" = 1'-0"
CMU WALL PER PLAN
PL 12" x 712" CONT W/ 5 8" Ø HEADED BOLT
CENTERED BTWN JSTS & @ 12" MAX FROM
ENDS OF PL
6" MIN
EMBED
PUNCH OUT
4" 4"
STIFF CLIP LB8000 W/ (4) #8 SELF TAPPINGSCREWS TO MLT JOIST & WALL PL 2" TYP
1'-4" MIN TO PUNCH OUT
18 GA BENT PL CONT W/ #8
SELF TAPPING SCREWS @ 6"
OC TO WALL PL
BS
6 x 8.2
CONT
4 x 5.4 @ 4'-0" OC &
2'-0" FROM EA CORNER
3 16
"
CP
5"
EMBED
6 x 8.2 W/ 5 8" Ø
HEADED BOLTS
℄ 4 & CMU
JOINT OR WEB
DOWNSPOUT PER ARCH
WO - NOTCH C6 FLANGES
4" MAX HORIZ
RESTROOM HIP TO SUPPORT BEAMS0256-03-CU20 - S411 - 42 1" = 1'-0" HSS 10x4x 3 16
3 16"
HSS 8x4x 3 16 HIP ALIGN BOT
OF HSS6 W/ BOT OF HSS10
T&BTYP
1 2
"
GAP
HSS HORIZPER ELEV 3 16
HSS COLPER PLAN
L3 x 3 x 14" x 0'-3"
T&B
L3 x 3 x 14" x 0'-3"
T&B
TYP 1
4 14
HSS HORIZ TO HSS COL0256-03-CU20 - S411 - 23 NTS
TYP
HSS PER PLAN
HSS PER PLAN
1 4" CAP PL
HSS COL TO HSS BEAM0256-03-CU20 - S411 - 32 NTS
HEADER AT STUD WALL0256-03-CU20 - S411 - 22 1" = 1'-0"
SILL SCREWS PERSW SCHED
HSS BMPER PLAN
WALL SHTG
PER PLAN
ES
WALL SHTG
PER PLAN
ES
(2) #10 SMS
@ 24" OC
HSS HEADER TO COLUMN0256-03-CU20 - S411 - 11 1" = 1'-0" TYP
12"
GAP
L3 x 3 x 14" x 0'-4" T&B
HSS HDR PER PLAN
MITER CUT ENDS TOMATCH COL ANGLE
3 16
(N) HSS COL PER PLAN
℄ OF COL
℄ OF COL
CL OF COL
COL WIDTH +1"
(STUD WIDTH MAX)
COL WIDTH +1"
(STUD WIDTH MAX) 112"
112"
3"
TYP
3" 112 1 " 12"
℄ STL COL
1 4" SMS @ 24"
OC STGR
3 8" CAP PL W/ 3 4" Ø BOLTS
1 4
"
( 3 16 )
@ PL WIDTH
< COL WIDTH +1"
@ CORNER
LINE OF TOP PL
HSS COL TO TOP PLATE CONN0256-03-CU20 - S411 - 12 1" = 1'-0"
STUD TRACK TO
MATCH ENDS
3"
STL COL PER PLAN
℄ STL COL
TRACK TOP
PL, WO
TOP PL PER PLAN
3 16
6" 3" 3" 112"
TIE PL @ METAL
STUD TOP PL EASIDE, WO
TIE PL PER SCHED BELOW
FOR SIZE & BOLTS
TIE PLATE SCHEDULE
MARK TIE PLATE BOLTS REMARKS
A 14" x 4" (3) 3 4" Ø
B 14" x 5" (4) 3 4" Ø
C 3 8" x 5" (5) 3 4" Ø
TIE PLATE CONNECTION AND SCHEDULE0256-03-CU20 - S411 - 13 1" = 1'-0" 1 2" MIN
1" MAX
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-411
31 21 1132 22 12
43 33 23 134142
MISSION PLAZA ENHANCEMENTS
05.14.2024
PLAN VIEW CANOPY SUPPORT
0256-03-CU20 - S412 - 31 1-1/2" = 1'-0"
3 16
C4 TO C6
6 x 8.2
PER PLAN
6 x 8.2
PER PLAN
3 16
PLAN VIEW - HSS TO HSS0256-03-CU20 - S412 - 21 NTS or 1-1/2" = 1'-0" HSS 6x4 PER PLAN
END PL 3 16 x4"x6" HSS 6x2 PER PLAN
HSS COL BELOW
3 16
TYP
1 8
BM HSS TO HSS COL0256-03-CU20 - S412 - 22 NTS or 1-1/2" = 1'-0" HSS 6x4
6 x 8.2
CONT
4 x 5.4 PER PLAN
3 16"
CP
21 S-412
HSS 6x2
HSS 4x4
3 16"
ADD 14 GA BREAK METAL PER 13/S-412
TO ALL HSS ROOF FRAMING TO MATCH
ROOF SLOPE
CANOPY SUPPORT0256-03-CU20 - S412 - 23 NTS or 1-1/2" = 1'-0" 6 x 8.2
CONT
4 x 5.4 PER PLAN
3 16
"
CP
HSS 4x4HEADER
MTL JSTS TO HSS BM0256-03-CU20 - S412 - 11 1" = 1'-0"
PUNCH OUT
1'-4" MIN TYP TO PUNCH OUT
EDGE SCREWS PER 12/S-406
SHIM @ SLOPED SURE-BOARD
HSS PERPLAN
SIMP 'L50' W/ (6) #12 SMS TO JST &
(6) #12 SELF TAPPING SCREWS TO
HSS TYP
MTL ROOF JSTS
PER PLAN
PLAN VIEW0256-03-CU20 - S412 - 12 NTS or 1-1/2" = 1'-0" 6 PER PLAN
3 16
JSTS TO HSS BM0256-03-CU20 - S412 - 13 1" = 1'-0"
EDGE SCREWS PER 12/S-406
SHIM @ SLOPED SURE-BOARD
HSS PER PLAN
SIMP 'L30' SKEWED W/ (2) #12 SMS
TO JST & (2) #12 SELF TAPPING
SCREWS TO HSS TYP
MTL JSTS
PER PLAN
SURE-BOARD
14 GA SHAPED BREAK MTL EA SIDE
OF RIDGE - TACK WELD MIN 1"/FT
EA LEG
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & CAFE
C. CECIL
A. MERCADO
M. DOREMUS
AS NOTED
02/21/2024
0256-03-CU20
91439-01
S-412
31 21 1132 22 12
43 33 23 134142
MISSION PLAZA ENHANCEMENTS
05.14.2024
E-001
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & KIOSK
AS NOTED
2.12.2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
Feb 16, 2024 - 1:58pm - CReyes - K:\ENG\2020\20-8170\20-8170_E-001_GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.dwg EXPIRES: 06/30/26 THOMA #20-8170 R
A
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NO. 10757
E L
TS O E AT
E
IS GER
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T R I C
LI F CA
AI N
HOM
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RO P D
NA
FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ
SURFACEMOUNT CABINETFLUSHMOUNT CABINETSURFACEMOUNT PANELFLUSHMOUNT PANEL
LCP LIGHTING CONTROL PANEL
DIMMER3-WAY4-WAYDPST
DUPLEX- FLOOR OUTLETGROUND FAULT CIRCUIT INTERRUPTTV OUTLET-FLOORMOUNTABOVE-CLGMOUNT J-BOXDROP CORD RECEPTPHONE/DATA COMBO FLOOR OUTLETPHONE/DATA COMBO OUTLETDATA FLOOR OUTLETTELEPHONE FLOOR OUTLETJUNCTION BOXTELEPHONE OUTLET
MISCELLANEOUS
CIRCUIT BREAKERFUSIBLE SWITCH
SAFETY DISCONNECTTELEVISION OUTLET
GROUND
DATA OUTLETFLOORMOUNT 208V, 1Ø RECEPTSINGLE RECEPT.DUPLEX RECEPT.DOUBLE DUPLEX POWER/COMM.
DUPLEX- HALF SWITCHEDSPECIAL CONFIGURATION
NOTE: INTERPRET IN CONTEXT
SURFACE FLUOR.
SWITCHES
A
LETTER ADJACENT INDICATES(ARROW INDICATES DIRECTION)FIXTURE TYPESPSTRECESSED WALLMOUNTEXIT LIGHT- CEILINGEXIT LIGHT- WALLWALLPACK Ø PHASE
WALL SURFACEMOUNT LINEAR TYPEUPLIGHT- FLUSH IN GRADEPOLE LIGHT- DECORATIVEPENDANT LINEAR FLUOR.UNDERCABINET LIGHTTANDEM-WIRED LAMPSBOLLARDSTRIP FIXTURE UONDIRECTIONAL FLOODEMERGENCY FIXTUREPOLE LIGHTTRACK LIGHT J
TV
J C
TV
GFI
J
LIGHT FIXTURES
LEGEND
CEILING SURFACEMOUNTWALL SURFACEMOUNTRECESSED DOWNLIGHTRECESSED WALLWASHRECESSED FLUOR.PENDANT MOUNT (E) POWER HOMERUNINDICATES LINE CONTINUESWIRE LINE- CONTINUESCONDUIT STUB (W/MARKER)VERTICAL CONDUIT RUNFLEXIBLE CONNECTIONSURFACEMOUNT RACEWAYCORD W/PLUGLOW VOLTAGE LVCONDUIT SEALNEW POWER HOMERUN(3 HOTS & NEUT SHOWN)
CONDUIT/WIRE
ISOLATED GROUNDEXISTING TO REMAINNEW
E
2D34
UNDERGROUND
NUMBERED SHEET NOTES: REFERS TO NOTESON SAME SHEET AS REFERENCEDETAIL REFERENCE:
-DETAIL DESIGNATION-SHEET NUMBER REFERENCE
CONVENTIONS
X
-
1 MOUNTED ABOVE COUNTER
* MOUNTED ABOVE COUNTER
PP NLIGHT POWER PACK
OS VACANCY SENSOR
GENERAL NOTES
3103 FEEDER SCHEDULE DESIGNATION
(EXAMPLE: 3103 = 310 AMPERE, 600V, 3 CURRENT CARRYING CONDUCTORS,'CO14' INDICATES CONDUIT ONLY,PREFIXES: 'M' INDICATES MEDIUM VOLTAGE, QUANTITY (1) AND SIZE (4")
S SPEAKER- CLG FLUSHMOUNT
SOUND
OSD VACANCY SENSOR WITH DIMMING
WIRELESS ACCESS POINT
WIFI
WI
A
V
AP
AUXILIARY/MICROPHONEWALL FLUSHMOUNTVOLUME CONTROLWALL FLUSHMOUNTWIRELESS SYSTEMWALL FLUSHMOUNT
ABBREVIATIONS
A AMPEREAB AMP BREAKERABAND ABANDONEDABV ABOVEAC ALTERNATING CURRENTAC-# AIR CONDITIONERADJ ADJACENTAF AMP FUSE, AMP FRAMEAFF ABOVE FINISH FLOORAFG BOVE FINISH GRADEAIC AMPERES INTERRUPTING
CAPACITY
Al ALUMINUMAS AMP SWITCH RATINGATS AUTOMATIC TIME SWITCHATS AUTOMATIC TRANSFER SWITCH
AV AUDIBLE/AUDIO VISUALAWG AMERICAN WIRE GAGE
BFG BELOW FINISH GRADEBIL BASIC IMPULSE LEVELBLDG BUILDING
C CONDUIT-C- CATV CONDUITCAB'T CABINETCATV CABLE TELEVISIONCB CIRCUIT BREAKER, CODE BLUE
CBC CA. BUILDING CODECEC CA. ELECTRICAL CODE
CA. ENERGY COMMISSION
CF COMPACT FLUORESCENTCFC CALIFORNIA FIRE CODECLG CEILINGCL CENTER LINECKT CIRCUITCNT'R CONTRACTORC.O. CONDUIT ONLY (W/PULLROPE)
COND CONDUIT, CONDUCTORCR CRITICAL BRANCHCSFM CALIFORNIA SFMCT CURRENT TRANSFORMERCu COPPERCU-# CONDENSING UNIT
D DEPTHDC DIRECT CURRENTDF DRINKING FOUNTAINDIA DIAMETERDISC DISCONNECTDIST DISTRIBUTIONDPST DOUBLE POLE SINGLE THROW
DW DISHWASHEREM EMERGENCY(E) EXISTINGEA EACHEB ELECTRONIC BALLASTEC ELECTRICAL CONTRACTOREC-# EVAPORATIVE COOLEREF-# EXHAUST FANEL EVENING LIGHTELEC ELECTRICALEM EMERG BATTERY BACKUP
EMERGENCY BALLAST
EMERG EMERGENCYEOL END OF LINEEQUIP'T EQUIPMENTES ENERGY SAVING(EXN) (E) IN (N) LOCATION(EXR) (E) TO BE (R)EXT EXTERIORF FLUORESCENT(F) FUTUREF-# FURNACEFA FIRE ALARMFACP FIRE ALARM CONTROL PANELFAT FIRE ALARM TERMINALFAU FORCED AIR UNITFBO FURNISHED BY OTHERS FC-# FAN COIL
FLA FULL LOAD AMPSFLR FLOORFLUOR FLUORESCENTFS FUSIBLE SWITCHFSAS FIRE STATION ALERTING SYSTEM
FVNR FULL VOLTAGE
NON-REVERSING
G GROUNDING CONDUCTORGC GENERAL CONTRACTORGD GARBAGE DISPOSALGFCI GROUND FAULT CIRCUIT
INTERRUPTER
GFI GROUND FAULT CIRCUIT
INTERRUPTER
GND GROUNDGRS GALVANIZED RIGID STEELGWS GANG WITH SWITCH H HEIGHT, HIGHHACR HEATING, AC & REFRIGHID HIGH INTENSITY DISCHARGEHO HIGH OUTPUTHOA HAND-OFF-AUTOhp HORSEPOWERHPF HIGH POWER FACTORHPS HIGH PRESSURE SODIUM
IC INTERCOMID IDENTIFICATIONIF INSIDE FROSTIG ISOLATED GROUND
J-BOX JUNCTION BOX
k QUANTITY 1000kVA KILOVOLTAMPSkW KILOWATTLC LIGHTING CONTACTORLPS LOW PRESSURE SODIUMLRA LOCKED ROTOR AMPSLS LIFE SAFETY BRANCHLT LIGHTLTG LIGHTINGLV LOW VOLTAGEMC MECHANICAL CONTRACTORMCA MINIMUM CKT AMPSMCB MAIN CIRCUIT BREAKERMCTB MAIN CATV TERMINAL BOARDMCTC MAIN CATV TERMINAL
CABINET
MECH MECHANICALMFR MANUFACTURERMFS MAIN FUSIBLE SWITCHMH METAL HALIDEMLO MAIN LUGS ONLYMOCP MAXIMUM OCPMSB MAIN SWITCHBOARDMT MOUNTMT HT MOUNTING HEIGHTMTS MANUAL TRANSFER SWITCHMTTB MAIN TELEPHONE TERMINAL BOARD
MTTC MAIN TELEPHONE TERMINAL
CABINET
MW MICROWAVEN NEUTRAL (GROUNDED
CONDUCTOR)
(N) NEW
N3R NEMA 3RNC NORMALLY CLOSEDNEC NATIONAL ELECTRICAL CODENEMA NAT'L ELEC
MANUFACTURER'S ASSOC
NIC NOT IN CONTRACTNL NIGHT LIGHTNO NORMALLY OPENNPF NORMAL POWER FACTORNTS NOT TO SCALE
OC ON CENTEROCP OVERCURRENT PROTECTIONOD OUTSIDE DIAMETEROH OVERHEAD OSA OFFICE of the STATE
ARCHITECT
OSHPD OFFICE of STATEWIDE
HEALTH PLANNING &DEVELOPMENT
OVLD OVERLOAD
P POLEPA PUBLIC ADDRESSPB PULLBOXPC PULL CHAINPC PHOTOCELLPC PLUMBING CONTRACTOR ph PHASE
PNL PANELPOC POINT OF CONNECTION
-PP- POWER PRIMARY-PS- POWER SECONDARY
PV PHOTOVOLTAIC
(R) RELOCATE(D)
RECEPT RECEPTACLEREF REFRIGERATORREQ'D REQUIREDRLA RATED LOAD AMPSRM ROOMRMC RIGID METAL CONDUITRMV REMOVERPLC REPLACERS RAPID START
SC SIGNAL CABINETSCC SHORT CKT CURRENTSFM STATE FIRE MARSHAL
SHT SHEETSL SLIMLINE, SWITCH LEGSPEC SPECIFICATIONSPST SINGLE POLE SINGLE THROWSQ SQUARESTR'G STORAGESURF SURFACESVC SERVICESW SWITCH
T TRANSFORMER, TERMINAL-T- TELEPHONE CONDUIT
(TBR) TO BE REMOVED
TC TIME CLOCKTEL TELEPHONETELCO TELEPHONE COMPANYTS TIME SWITCHTSO TIME SWITCH OVERRIDETSP TWISTED SHIELDED PAIRTTB TELEPHONE TERMINAL BOARD
TTC TELEPHONE TERMINAL
CABINET
TX TRANSFORMERTYP TYPICAL
TYP SIM TYPICAL SIMILAR
UC UNDERCABINET,
UNDERCOUNTER
UG UNDERGROUNDUGPS UNDERGROUND PULL
SECTION
UL UNDERWRITERS
LABORATORIES
UON UNLESS OTHERWISE NOTEDUSA UG SVC ALERT 800-642-2444
V VOLTVA VOLT AMPERESVAC VOLT ALTERNATING
CURRENT
VHO VERY HIGH OUTPUTVOLT VOLTAGEVR VANDAL-RESISTANT
W WIDTH, WATT, WIRE
WH-# WATER HEATERWP WEATHERPROOF (NEMA 3R)
XFMR TRANSFORMER
+48 INDICATES MOUNTING
HEIGHT AFF
ELECTRICAL DRAWING LIST
E-001 ELECTRICAL NOTES, LEGEND, AND ABBREVIATIONSE-002 SINGLE LINE DIAGRAM AND FIXTURE SCHEDULEEK-101 ELECTRICAL KIOSK FLOOR PLANSET24101 ENERGY COMPLIANCE FORMS - INTERIOR LIGHTING (RESTROOM)ED-101~102 ELECTRICAL DEMOLITION SITE PLANSER-101 ELECTRICAL RESTROOM FLOOR PLANS
ELECTRICAL GENERAL NOTES, LEGEND, ABBREVIATIONS, AND
SCHEDULES
1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH
CODES, STANDARDS, AND ORDINANCES AS SET FORTH BY THE AUTHORITIES HAVING
JURISDICTION AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT APPLICATION) OF THE FOLLOWING PUBLICATIONS:A. CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES 2019 CALIFORNIA ELECTRICAL CODE, 2019 CALIFORNIA FIRE CODE, 2019 CALIFORNIA BUILDING CODE, ETC. WITH LOCAL AMENDMENTS AS APPLICABLE.
B. AMERICANS WITH DISABILITIES ACT (ADA).
2. SAFETY: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS,TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF NEGLIGENT SAFETY PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOBSITE.
3. FIRE RATED ASSEMBLIES SHALL MAINTAIN RATINGS AS SPECIFIED IN THE CALIFORNIA BUILDING CODE CHAPTER 7. CONTRACTOR SHALL PROVIDE AND INSTALL PHYSICAL ENCLOSURE AROUND FIXTURES, PANELS, ETC. AS REQUIRED. ALL ASSEMBLIES TO BE PENETRATED SHALL BEINSTALLED WITH APPLICABLE THROUGH-PENETRATION FIRESTOP SYSTEM AS DETERMINED BY UL CLASSIFICATION. BEFORE CONSTRUCTION, VERIFY AND COMPLY WITH REQUIREMENTS OF LOCAL AUTHORITY HAVING JURISDICTION.
4. MOUNTING HEIGHTS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:
+15" AFF: RECEPTACLES, TELEPHONE, TV & DATA OUTLETS. (MEASURED BOTTOM OF OUTLET BOX)
+46" AFF: OUTLET ABOVE COUNTER (MEAUSRED TOP OF OUTLET BOX)+48" AFF: LIGHT SWITCHES. (MEASURED TOP OF OUTLET BOX)+48" AFF: FIRE ALARM MANUAL PULL STATIONS, T-STATS. (MEASURED TOP OF OUTLET BOX) THE LOWER OF +80" AFF TO BOTTOM OF LENS, OR 6" BELOW CEILING: FIRE ALARM VISUALS.
ELECTRICAL SWITCHES: CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF
THE ROOM OR AREA TO CONTROL LIGHT AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM. [CBC 11B-308.1.1]
ELECTRICAL RECEPTACLE OUTLETS: ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THERECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM [CBC 11B-308.1.2]
BEFORE ROUGH-IN, VERIFY ALL MOUNTING HEIGHTS AND EXACT LOCATIONS FOR ALL EQUIPMENT ELECTRICAL CONNECTIONS, STUB-UPS, RECEPTACLES, OUTLETS, ETC. WITH ARCHITECT OR OWNER. PLACE DEVICES LOCATED ABOVE COUNTERS, SHELVING, ETC. AND IN BATHROOMS SO AS NOT TO CONFLICT WITH EDGES OF WAINSCOTING, COUNTER SPLASH, SHELVING, ETC.
ARCHITECTURAL SHEETS SHALL GOVERN.
4. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND OTHER SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLY
LABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITS
TERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICE BOXES).
5. EQUIPMENT ANCHORAGE NOTE
ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE ANCHORED OR BRACED TO MEET THE HORIZONTAL AND VERTICAL FORCES PRESCRIBED IN THE 2019 CBC, SECTIONS 1613A AND 1616A AND ASCE 7-10 SECTIONS 13.3, 13.4 & 13.6.
THE ATTACHMENT OF THE FOLLOWING ITEMS SHALL BE DESIGNED TO RESIST THE FORCES PRESCRIBED ABOVE, BUT NEED NOT BE DETAILED ON THE PLANS PER 2019 CBC SECTION 1616A.1.18:
A. FURNITURE(EXCEPT STORAGE CABINETS AS NOTED IN 2019 CBC TABLE 13.5-1) B. TEMPORARY OR MOVABLE EQUIPMENT WITH EXCEPTIONS NOTED IN 2019 CBC SECTION 1616A.1.18 ITEM 2.
C. ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS IN SEISMIC DESIGN
CATEGORIES D, E, OR F
THAT MEET ALL OF THE CRITERIA LISTED IN 2019 SECTION 1616A.1.18 ITEM 3.
D. EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUPPORTED BY VIBRATION ISOLATORS.E. EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUSPENDED FROM A ROOF OR FLOOR OR
HUNG FROM A
WALL
FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THEINSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE MECHANICAL/ELECTRICAL ENGINEER.
PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING NOTEPIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO RESIST THEFORCES PRESCRIBED IN ASCE 7-10 SECTION 13.3 AS DEFINED IN ASCE 7-10 SECTION 13.6.8, 13.6.7, AND 13.6.5.5, ITEM 6, RESPECTIVELY.
THE BRACING AND ATTACHMENTS TO THE STRUCTURE SHALL COMPLY WITH ONE OF THE OSHPD PRE-APPROVALS WITH AN OPA#, SUCH AS MASON INDUSTRIES (OPA 349), OR ISAT (OPA 485) AS MODIFIED TO SATISFY ANCHORAGE REQUIREMENTS OF ACI 318, APPENDIX D.
COPIES OF THE MANUAL SHALL BE ON THE JOBSITE PRIOR TO STARTING HANGING AND BRACING OF THE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS.
THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.
M
REFER TO SPECIFICATIONS 26 0519 FOR ADDITIONAL INFORMATION.
1. WIRE CONNECTORS SHALL BE MINIMUM 75 DEGREE CENTIGRADE RATED AND
PROPERLY SIZED FOR THE NUMBER OF CONDUCTORS BEING CONNECTED, TERMINATED, SPLICED, ETC. ALL ABOVE GRADE CONNECTORS SHALL BE SOLDERLESS
LUG OR PLASTIC WIRE NUT TYPE, SCREW ON, PRESSURE CABLE TYPE (WIRE UT OR SPRING NUT TYPE) 600 VOLT, 105 DEGREE C, WITH SKIRT TO COVER ALL PORTIONS OFSTRIPPED WIRES. CONNECTOR SHALL BE U.L. RATED FOR NUMBER AND SIZE OFCONDUCTORS BEING JOINED TOGETHER AS SPLICED.
2. WIRES AND CABLES FOR LINE VOLTAGE SYSTEM AND CONTROLS. WIRE AND CABLE SHALL BE COPPER, 600 VOLT RATED THROUGH OUT. CONDUCTORS 14AWG OT 10AWG,SOLID OR STRANDED. CONDUCTORS 8 AWG AND LARGER, STRANDED
3. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED. MINIMUM SIZE FOR INDIVIDUAL CONDUCTORS SHALL BE #12 AWG UNLESS OTHERWISE NOTED ON PANEL SCHEDULE OR PLANS. SIZE #8 AWG AND LARGER SHALL BE STRANDED CONDUCTOR.
INDIVIDUAL CONDUCTORS SHALL BE INSULATED WITH TYPE, XHHW, THW, THHN/THWN 600 VOLT INSULATION UNLESS OTHERWISE NOTED.
4. PROPER INSULATION TYPE SHALL BE USED FOR THE PROPER ENVIRONMENTAL APPLICATION (I.E. WATERPROOF, WET LOCATION, PLENUM TEMPERATURE RATED). ALL
CONDUCTORS, WIRING CABLE WHERE INSTALLED BELOW FLOOR, SLAB OR
UNDERGROUND SHALL BE CONSIDERED WET LOCATIONS, AND SHALL BE RATED ACCORDINGLY. NON WATERPROOF CABLING IS NOT ALLOWED IN ANY BELOW GRADE OR WET APPLICATION.
5. GROUP THE COMMON NEUTRAL CONDUCTOR FOR MULTIPLE CIRCUITS WITH ITS
ASSOCIATED UNGROUNDED CONDUCTORS WHEN CONTAINED IN THE SAME ENCLOSURE. CEC 200.4(B)
6. THE BRANCH CIRCUIT SERVING EMERGENCY LIGHTING AND POWER CIRCUITS SHALL NOT BE PART OF A MULTIWIRE BRANCH CIRCUIT. CEC 700.19.
CONDUCTORS AND CABLES
CONDUIT SYSTEMS USED ON THIS PROJECT SHALL BE AS FOLLOWS
1. PVC SCHEDULE 40 - underground/below slab with GRS elbows and risers tape wrapped).
2. ELECTRICAL METALLIC CONDUIT (EMT) - above grade/slab in building construction and where exposed above 8'-0" aff.
3. GALVANIZED RIGID STEEL (GRS) - where exposed below 8'-0" aff. and/or where subject to physical damage.
4. FLEXIBLE STEEL CONDUIT - above ceilings and/or concealed in building construction (seal tight flex rquired in exterior locations).
5. MC CABLE ALLOWED IN OCCUPANCY R2 ZONES ONLY.
REFER TO SECTION 260533 & 260500 OF SPECIFICATIONS FOR ADDITIONAL INFORMATION.
CONDUITS SHALL BE MINIMUM 1/2" UNLESS OTHERWISE NOTED, 3/4" FOR ALL HOME RUNCONDUITS AND WHERE ROUTED BELOW SLAB OR UNDERGROUND. CONDUIT SIZES, WHERE NOT NOTED ON THE DRAWINGS, SHALL BE SIZED FOR MAXIMUM 40% FILL PER CEC 310-6.
ADDITIONAL CONDUIT REQUIREMENTS.
- ROUTE CONDUIT(S) BELOW GRADE OR ABOVE CEILING SO THAT WALL OUTLETS, DEVICES, AND CONDUITS IN ALL EXPOSED BRICK WALL LOCATIONS SHALL BERECESSED MOUNTED INSIDE BRICK. LOCATE DEVICES AT CELL WITHREINFORCEMENT CENTER AT BRICK AND/OR ONE CELL OVER AWAY FROM JAMB.REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR CMU WALL LOCATIONS SECTIONS, AND DETAILS.
- NO CONDUITS OR PIPING IN ANY SPACE SHALL BE EXPOSED AT THE CEILING AND WALL (COORDINATE WITH ALL DISCIPLINES PRIOR TO CONSTRUCTION). LOCATE ALL
CONDUIT WITHIN WALLS
CONDUIT SYSTEMS NOTES
A. ALL 15 AND 20AMPERE RECEPTACLES FOR BOTH DAMP AND WET LOCATIONS REQUIRED TO BE LISTED WEATHER-RESISTANT (WR) TYPE PER CEC 406.9 (A) AND (B) B. CEC 406.9(A) RECEPTACLES IN DAMP LOCATIONS: RECEPTACLES INSTALLED
OUTDOORS IN A LOCATION PROTECTED FROM THE WEATHER OR IN OTHER DAMP
LOCATIONS SHALL BE AN ENCLOSURE FOR THE RECEPTACLE THAT IS
WEATHERPROOF WHEN THE RECEPTACLE IS COVERED (ATTACHMENT PLUG CAP NOT
INSERTED AND RECEPTACLE COVERS CLOSE)
C. CEC 406.9(B) RECEPTACLES OF 15 AND 20AMP, 125 AND 250 VOLTS INSTALLED IN A
WET LOCATION SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. AN OUTLET BOX HOOD INSTALLED FOR THIS PURPOSE SHALL BE LISTED AND SHALL BE IDENTIFIED AS 'EXTRA-DUTY"
OTHER LISTED PRODUCTS, ENCLOSURES, OR ASSEMBLIES PROVIDING
WEATHERPROOF PROTECTION THAT DO NOT UTILIZE AN OUTLET BOX HOOD NEED TO BE MARKED "EXTRA DUTY"
D. EXCEPTION: 15 AND 20AMP, 125 THROUGH 250 VOLT RECEPTACLES INSTALLED IN A
WET LOCATION AND SUBJECT TO ROUTINE HIGH-PRESSURE SPRAY WASHING SHALL
BE PERMITTED TO HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHEN THE ATTACHMENT PLUG IS REMOVED.
E. ALL 15 AND 20AMPERE RECEPTACLES FOR BOTH DAMP AND WET LOCATIONS REQUIRED TO BE LISTED WEATHER-RESISTANT (WR) TYPE PER CEC 406.9.
F. ALL GFCI PROTECTION MUST BE READILY ACCESSIBLE.
RECEPTACLES AT DAMP AND WET
LOCATION
E-003~E-005 ELECTRICAL DETAILSES-101 ELECTRICAL SITE PLANET24101 ENERGY COMPLIANCE FORMS - INTERIOR LIGHTING (KIOSK) A. UTILITY COMPANY CONTACTS: BEFORE CONSTRUCTION, COORDINATE & VERIFY ALL UTILITY COMPANY REQUIREMENTS:
PACIFIC GAS AND ELECTRIC (PG&E)
JUSTIN [email protected]
APPLICATION #124816031AT&T
NEIL ZAKARIA
805-704-3813
[email protected]
B. TRENCHING AND BACKFILLING FOR ALL CONDUIT SYSTEMS SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ALL CONDUITS SHALL HAVE MINIMUM COVER REQUIREMENTS AS SPECIFIED IN CEC 300-5. MORE STRINGENT DEPTH REQUIREMENTS MAY BE IMPOSED BY UTILITY COMPANY AND / OR THIS SPECIFICATION. JOINT TRENCHING MAY BE UTILIZED WHERE PRACTICABLE AND WERE PERMITTED BY THIS SPECIFICATION.
C. LOCATIONS OF EXISTING UNDERGROUND (UG) UTILITY SYSTEMS SHALL BE DETERMINED BY CALLING UNDERGROUND SERVICE ALERT (USA). WHEN PLANNING UNDERGROUND WORK, AND BEFORE YOU DIG, CONTACT UNDERGROUND SERVICE ALERT (USA) AT LEAST 48 HOURS PRIOR TOEXCAVATION (WEEKENDS EXCLUDED) FOR THE LOCATION OF UNDERGROUND GAS AND ELECTRICLINES OR EQUIPMENT.
D. MAINTAIN REQUIRED CLEARANCES FROM ALL SANITARY SEWER, WATER AND STORM DRAIN PIPING. REFER TO CIVIL PLANS FOR EXACT LOCATIONS AND DEPTHS OF PIPING.
E. ALL SITE UTILITY WORK SHALL BE INSTALLED PER THE UTILITY COMPANY ISSUED CONSTRUCTION DRAWINGS AND SPECIFICATIONS SPECIFIC TO THIS PROJECT. ANY UTILITY WORK PERFORMED WITHOUT PRIOR UTILITY COMPANY APPROVAL SHALL BE DONE AT THE CONTRACTOR'S RISK.
F. CONTRACTOR TO PROVIDE SECURITY LIGHTING WITHIN FENCE CONSTRUCTION AREA DURING NON-WORK HOURS. CONTRACTOR TO PROVIDE TEMPORARY LIGHTING FOR PEDESTRIANPATHWAY OUTSIDE OF CONSTRUCTION FENCING IN VICINITY OF CONSTRUCTION AREA.
GENERAL SITE PLAN NOTES
E-006~E-008 EXISTING POLE IMAGES
02/21/2024
MISSION PLAZA ENHANCEMENTS
05.14.2024
E-002
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & KIOSK
AS NOTED
2.12.2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
Feb 16, 2024 - 1:58pm - CReyes - K:\ENG\2020\20-8170\20-8170_E-002_SINGLE LINE DIAGRAM AND FIXTURE SCHEDULE.dwg EXPIRES: 06/30/26 THOMA #20-8170 R
A
E
M T A. E
C
F
NO. 10757
E L
TS O E AT
E
IS GER
I W
T
LL
E
I
A
OR
L
T R I C
LI F CA
AI N
HOM
N
A
REE GI N
RO P D
NA
FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ
SINGLE LINE DIAGRAM AND FIXTURE SCHEDULE
REFERENCE NOTES
1. NEW WALL HUNG PG&E APPROVED UNDERGROUND PULL SECTION [RYCO #PB400-1 OR EQUAL] AND TWO METER SECTION WITH CIRCUITBREAKERS (22KAIC) [ RYCO #WCBHM22-1] NEMA 3R. 400AMP SERVICE, 120/240V, 1Ø, 3W.
2. NEW 200AMP PANEL MOUNTED INSIDE BUILDING RESTROOM PLUMBING SHAFT SEE FLOOR PLAN FOR LOCATION.
3. NEW SERVICE ENTRANCE RATED LOAD CENTER PANEL FOR KIOSK.
SEE FLOOR PLAN FOR LOCATION
4. NEW 5" UNDERGROUND SERVICE CONDUIT TO PG&E SECONDARY SITE PULL BOX.
5. PROVIDE 200AMP FRAME WITH A 100AMP TRIP BREAKER.
SINGLE LINE DIAGRAM NOTES
A. ALL CONDUCTORS SHALL BE COPPER WITH TYPE [THHN/THWN] INSULATION UNLESS OTHERWISE NOTED.
B. ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, AS
SPECIFIED, SHALL HAVE TERMINATION PROVISIONS LISTED AND IDENTIFIED FOR USE WITH 75 DEG. CONDUCTORS, AND ALL FEEDER CONDUCTORS, AND CONDUITS, ARE SIZE BASED ON USE OF 75 DEG. CCOPPER WIRES TYPE THWN/THHN.
C. ALL EQUIPMENT SHALL HAVE AN APPROVED TESTING LABORATORY LABEL ATTACHED [UL, CSA, ETC.] (CEC 110-2).
D. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING
METER/MAIN AND LOAD CENTER SIZED TO FIT IN THE AVAILABLE SPACE IN THE ELECTRIC ROOM. REFER TO ARCHITECTURAL PLANS FOR
DIMENSIONAL INFORMATION NOT SHOWN ON THE ELECTRICAL PLANS.
CONTRACTOR SHALL SUBMIT A 1/4" SCALE DRAWING OF ALLSWITCHGEAR, AND TERMINATION CABINETS ON FLOOR PLAN WITHSUBMITTAL.
E. PER CALIFORNIA TITLE 24 SECTION 130.5, WIRING PROVISIONS HAVE
BEEN MADE FOR DISAGGREGATION OF THE ELECTRICAL CIRCUITS, THE OPTIONAL METERING HAS NOT BEEN PROVIDED FOR THIS PROJECT.
F. REFER TO PANEL SCHEDULES FOR INDIVIDUAL BRANCH CIRCUIT
VOLTAGE DROP AND/OR SINGLE LINE DIAGRAM FOR FEEDER VOLTAGE DROP CALCULATIONS.
G. BRANCH CIRCUIT/FEEDER DISTANCE IS SHOWN FOR REVERENCE ONLY AS THE BASIS OF VOLTAGE DROP CALCULATIONS. CONDUCTOR
DISTANCE AS INDICATED SHALL NOT BE USED FORBIDDING/CONSTRUCTION PURPOSES. SHOULD THE FEEDER DISTANCEEXCEED THE LENGTH NOTED PER INSTALLATION CONDITIONS, NOTIFY THE ENGINEER OF RECORD. TYPICAL.
M
(N)
200A2P
1153 (3) #2 THWN & (1) #8 GND. (1) 1-1/2"C (PVC 40)2003 (1)2"C (PVC 40) (3)#3/0 THWN AND (1)#6 CU GROUND. 2003
PANEL
(N) 1153
PANEL
(N)
2 1
-
3 2 ARC FLASH SIGNAGE 1 GROUND/BOND DETAIL
NOTE:IN ACCORDANCE WITH CEC 110.16. PROVIDE ARC FLASH PROTECTION WARNING LABELS ON EACH SWITCHBOARD, PANELBOARD, AND TRANSFORMER. LABELS SHALL BE PER ANSI Z535.4 GUIDELINES PER THE ABOVE EXAMPLE.
WARNING
ARC FLASH HAZARD
LINE SIDE
of MAIN
FLASH PROTECTION BOUNDARY:
INCIDENT ENERGY RANGE:
HAZARD RISK CATEGORY:
40 inches
CLASS 2
4 - 8 cal/cm²
LINE SIDE
of MAIN
FLASH PROTECTION BOUNDARY:
INCIDENT ENERGY RANGE:
HAZARD RISK CATEGORY:
20 inches
CLASS 0
0 - 2 cal/cm²
LOCATION: BUS NAME PROTECTIVE DEVICE: UPSTREAM DEVICE
PSE TQS#: #####.# Date Issued: April 2004 Study Rev. :0
SINGLE LINE DIAGRAM
"MR"
"MK"
1 4
2 -
#8
1 -
2 -
LIGHTING FIXTURE SCHEDULE
MAX.
VA. TYPE ILLUSTRATION MANUFACTURER CATALOG NO. VOLTAGE LAMPING MOUNTING DESCRIPTION A
KENALL FS824R 2TB MPA DB
33L40K 120V
120 37 LED, 40K WALL 2FT LINEAR LED LIGHT, HIGH
IMPACT RESISTANT LENS
B1
LITHONIA BLWP4 40L ADP EZ1
LP840
MVOLT 35 LED, 40K SURFACE 4FT LINEAR WRAP, 0-10V
DIMMING
SW
HANDELMAN OL12.9WB
CORDOVA 9" WALL
BRACKET
120 30 (3)10W LED
BULB,
4000K
WALL DECORATIVE EXTERIOR WALL
LIGHT (9"WX28"HX 12"
PROJECTION)
AMBER GLAZING AT
PERFORATED METAL, CLEAR
GLAZING AT WINDOWS.
SD
BEGA 24813 K4 BRZ MGU MVOLT 10.4 LED, 40K RECESSED LED RECESSED CEILING DOWN
LIGHTS, VORTEX REFLECTOR,
ASYMMETRIC BEAM
DISTRIBUTION, BRONZE FINISH,
0-10V DIMMING, MARINE GRADE
UNDERCOAT
SG
TARGETTI KPLM RP HE MW L2
RGBW 1DU2525K
IDU2521 1E2524
1E0388 DX8PLEAD50
TGDMXSLESAU11
120 15w LED, RGBW IN-GRADE,
CONCRETE
POUR
APPLICATION
MINI RGBW IN-GRADE LIGHTING,PROVIDE 1-50W DMX POWER
SUPPLY (PS041) FOR TWO "SG".
REFER TO SITE PLAN (50FTDIRECT BURIAL LENGTH), DMX
CONTROL
SP
HANDELMAN CUSTOM FIXTURE
WITH (2)35W LED
PACKAGE
120 70W LED, 40K CONCRETE
BASE
DECORATIVE POLE, 2-14"X30"
LED HEAD, WITH A 5" DIAMTER
X 16FT POLE. INCLUDES
BANNER ARM AND 120V OUTLET
LITHONIA BLWP2 86L ADP EZ1
LP840
MVOLT 7 LED, 40K WALL,
+9.5" AFF
2FT LINEAR WRAP, 0-10V
DIMMING
B2
BONDING OF "OTHER METALPIPING AND METAL WATERPIPE" PER 2019 CEC 250.104(A)(B)
#1/0 @ METER/MAIN M/M COPPER GROUND BONDING
JUMPER. OCCURRING AT SERVICE ENTRANCE
EQUIPMENT. SIZED PER 2019 CEC TABLE 250.102(C)(1).
#4 [M/M) & #8 [MK] COPPER
GROUNDING CONDUCTOR. SIZED
PER 2019 CEC TABLE 250.66
#2 COPPER
GROUND AT
"MTTB"
"UFER"
CONCRETE-ENCASEDELECTRODE, 1/2" MIN.DIAMETER. PER 2019
CEC 250.52(A)(3)
PER 2019 CEC 250.50
GROUNDING ELECTRODES
PRESENT AT
STRUCTURE/BUILDING
SHALL BE BONDED
TOGETHER TO FORM THE
GROUNDING ELECTRODE
SYSTEM. WHERE
GROUNDING ELECTRODES
IDENTIFIED IN 2019 CEC
250.52(A)(1) THROUGH (A)(6)
ARE NOT PRESENT AT
STRUCTURE/BUILDING
PROVIDE ONE OR MORE OF
THE ELECTRODES
INDICATED.
"METAL UNDERGROUND WATER
PIPE" 3/4" MINIMUM PER 2019 CEC
250.52(A)(1)
"METAL BUILDING/STRUCTURE
FRAME" PER 2019 CEC
250.52(A)(2)
"ROD AND PIPE ELECTRODES"3/4" MINIMUM PER 2019 CEC
250.52(A)(5)(a)(b)
"GROUND ROD" 5/8"DIA. X 10FT
ELECTRODE PER 2019 CEC
250.52(A)(5)(b)
#6 [M/M] & #8 [MK] COPPER
GROUNDING CONDUCTOR. SIZED
PER 2019 CEC TABLE 250.122
#6 COPPER GROUNDING
CONDUCTOR PER 2019 CEC
250.66(A)
#4 COPPER GROUNDING
CONDUCTOR PER 2019 CEC250.66(B)
SUPPLEMENTAL ELECTRODE
REQUIRED PER 2019 CEC
250.53 (D)(1)(2)
#6 COPPER GROUND PER
PER 2019 CEC 250.53 (E)
BONDING OF "STRUCTURAL
STEEL" PER 2019 CEC
250.104(C)
NOTES:
- GROUND RINGS NOT SHOWN. SEE 2019 CEC 250(A)(5)(4).- PLATE ELECTRODES NOT SHOWN. SEE 2019 CEC 250 (A)(6).- OTHER LISTED ELECTRODES NOT SHOWN. SEE 2019 CEC 250 (A) (7).
SERVICE EQUIPMENT
ENCLOSURE FULL
LENGTH GROUND BUS
SERVICE EQUIPMENT ENCLOSURE FULLLENGTH NEUTRAL BUS ON AT M/M #4
M
(N)
100A
2P
2 -
"M/M"
25 E-005
5 AVAILABLE FAULT CURRENT: 10kAIC
400A, 120/240V, 1Ø, 3-WIRE, 100kAIC BRACING
22 E-005
5 E-003
02/21/2024
MISSION PLAZA ENHANCEMENTS
05.14.2024
E-003
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & KIOSK
AS NOTED
2.12.2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
TR
CJ
Feb 16, 2024 - 1:58pm - CReyes - K:\ENG\2020\20-8170\20-8170_E-003~E-005_ELECTRICAL DETAILS.dwg EXPIRES: 06/30/26 THOMA #20-8170 R A E M T A. E
C
F
NO. 10757
E L TS
O E AT
E
I
S
GE
R
I W
T LLE I
A
OR
L
T R I C
LI F CA
AI N
HOMNA
R
EE
GI N
RO P D NA FESSIO L
San Luis Obispo, CA 93406
P.O. Box 1167 - 3562 Empleo St.
THOMA ELECTRIC, INC.
Phone: (805) 543-3850
[email protected]
Fax: (805) 543-3829
CJ
CJ
ELECTRICAL DETAILS
3 RECESSED LIGHTING MOUNTING DETAIL NOT TO SCALE
7 METAL PIPE THROUGH CONCRETE OR BLOCK WALL/FLOOR NOT TO SCALE 2 FIXTURE TYPE 'SG' WIRING DIAGRAM NOT TO SCALE
6 DATA CABINET NOT TO SCALE4 FIXTURE TYPE "SG" MOUNTING DETAIL NOT TO SCALE5 FIXTURE TYPE 'SP' MOUNTING DETAIL NOT TO SCALE 9 TYP. WALL SURFACE MOUNTED LIGHTING FIXTURE NOT TO SCALE 1 POLE MOUNTED CAMERA NOT TO SCALE
8 SURFACE MOUNTING DETAIL AT CONCRETE WALL NOT TO SCALE 20'
18'±
36"
PCC FOUNDATION 24"
ELECTRICAL PULL BOX LIDFLUSH WITH GRADE FORFINISHED SURFACES, 1"
ABOVE GRADE IN OTHERAREA
ELECTRICAL
CONNECTION
PACK GROUT IN GAP BETWEEN BASE PLATE ANDFOUNDATION AFTER PLUMBING THE FIXTURE.
ALLOW DRAINAGE FROM INSIDE POLE
INSTALLATION NOTES:
1. CAMERA: CITY FURNISHED AND INSTALLED
CAMERA. CONTRACTOR TO TERMINATE FIBER.COORDINATE WITH CITY IT.
2. POLE MOUNT: GRAINGER 3/4" WIDE, T-BOLT
HOSE CLAMP; PK5 OR APPROVED EQUAL.
3. POLE: (PAA240) LUMINIS 5" DIAMETER X MIN
.124 WALL. 6061-T6 ALUMINUM ALLOY, 18"
HEIGHT, RATED FOR MIN 80 MPH WIND LOAD
WITH REINFORCED CASE BASE PLATE AND
CAST ALUMINUM BASE COVER. PROVIDE ENDCAP.
4. ANCHOR BOLTS: GALVANIZED STEEL, 3/4" Ø X
30" WITH 4" LEG, (4) TOTAL WITH GALVANIZED
NUTS AND WASHERS (8) TOTAL.
5. PCC FOUNDATION: CLASS 3 CONCRETE
6. PULL BOX: SHALL BE 11"X17" CONCRETE PULL
BOX MARKED "ELECTRICAL" AND INCLUDE
VANDALISM PROOF BOLTS.
7. CONDUIT: 2" MIN.
8. PULL BOX: SHALL BE 11"X17" CONCRETE PULL
BOX MARKED "FIBER" AND INCLUDE
VANDALISM PROOF BOLTS.
9. PROVIDE POLE WITH LOCKABLE 1-GANG
METALLIC WHILE-IN USE COVER WITH GFI
WATER RESISTANT DUPLEX RECEPTACLE
DEVICE. (METALLIC COVER TO MATCH POLEFINISH). LOCATE WITH ENT ENTRY AT 3"BELOW TOP OF BOX CENTERLINE.
10. PROVIDE HANDHOLE OPPOSITE OF OUTLET.
REINFORCED HANDHOLE WITH W.P. COVER.PROVIDE A MEANS OF STRAIN RELIEF TO SUSPEND THE ENT.
11. BRANCH CIRCUIT 12" ENT CONDUIT. SWEEP
CONDUIT INTO EXTERIOR J-BOX.
12. FIBER TO CITY REQUIREMENTS.
1 2
3 45
6 7
MANUFACTURER & MODEL NO.: X
CAMERA: OWNER FURNISHED.POLE: LUMINIS PAA420-NTW (CONFIRM WITH CITY THELATEST CAMERA AND POLE MODEL NO. BEFORE ORDERING.POLE COLOR: POWDER COATED DARK FOREST GREEN GENERAL NOTES:
A. VERIFY CAMERA SYSTEM VOLTAGE BEFORE ORDERING.
B. INSTALL LIGHT/POLE PER MANUFACTURER'S
DIRECTIONS AND SECTION 86 OF THE STANDARD
SPECIFICATIONS.
C. CONDUCTORS, CONDUIT, GROUND ROD, AND
CIRCUITRY MUST COMPLY WITH CAMERA LOADING
REQUIREMENTS.
D. INSTALL POLE AT THE LOCATION INDICATED BE THE
PLANS OR AS DIRECTED BY THE ENGINEER.
8 NOTES :
1. MAXIMUM DIAMETER OF OPENING = 12".
2. ANNULAR SPACE = MINIMUM 0", MAXIMUM 1-1/4".3. MINIMUM 1/2" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT, CP 601S ELASTOMERIC FIRESTOP SEALANT, OR CP 606 FLEXIBLE
FIRESTOP SEALANT IS REQUIRED ON BOTH SIDES OF A WALL
ASSEMBLY.
4. W-RATING APPLIES ONLY WHEN CP 601S ELASTOMERIC FIRESTOP SEALANT OR CP 604 SELF-LEVELING FIRESTOP SEALANT IS USED.
1. CONCRETE FLOOR OR WALL ASSEMBLY (2-HR. FIRE-RATING):
A. ANY LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE
FLOOR OR WALL (MINIMUM 4-1/2" THICK).
B. ANY UL/cUL CLASSIFIED CONCRETE BLOCK WALL.
2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING:
A. MAXIMUM 10" NOMINAL DIAMETER STEEL PIPE
(SCHEDULE 10 OR HEAVIER).B. MAXIMUM 10" NOMINAL DIAMETER CAST IRON PIPE.C. MAXIMUM 4" NOMINAL DIAMETER COPPER PIPE OR TUBING.
D. MAXIMUM 4" NOMINAL DIAMETER STEEL CONDUIT.
E. MAXIMUM 4" NOMINAL DIAMETER EMT.
3. MINIMUM 3" THICKNESS MINERAL WOOL (MINIMUM 4 PCF DENSITY) TIGHTLY PACKED FOR NOMINAL 4" DIAMETER (AND SMALLER), AND MINIMUM 4" THICKNESS MINERAL WOOL (MINIMUM 4 PCF DENSITY) TIGHTLY PACKED FOR PIPES GREATER THAN NOMINAL 4" DIAMETER.
4. MINIMUM 1/2" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT, CP 601S ELASTOMERIC FIRESTOP SEALANT, CP 604 SELF-LEVELING FIRESTOPSEALANT, OR CP 606 FLEXIBLE FIRESTOP SEALANT.
5. MINIMUM 1/2" BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT, CP 601S ELASTOMERIC FIRESTOP SEALANT, OR CP 606 FLEXIBLE FIRESTOPSEALANT APPLIED AT POINT OF CONTACT. (NOT REQUIRED WHEN CP 604SELF-LEVELING FIRESTOP SEALANT IS USED, ITEM NO. 4). 1 2 534
SECTION A-A
A
TOP VIEW
A
F-RATING = 2-HR.
T-RATING = 0-HR.
L-RATING AT AMBIENT = LESS THAN 1 CFM/SQ. FT.
L-RATING AT 400° F = 4 CFM/SQ. FT.
W-RATING = CLASS I (SEE NOTE NO. 4 BELOW)
91"
32" 9.5"
NEMA 1
CABINET, 600 LB.
MAXIMUM WEIGHT.
CONCRETE WALL
PROVIDE HILTI 3/8" DIA. X 2-1/2" (NOMINALEMBEDMENT) HILTI KB-TZ2 WITH INSTALLATION PER ICC REPORT NUMBER ICC-ESR-4266, 6 MINIMUM ONE
EACH AT MOUNTING STUDS.
REFERENCE NOTES
1. CEILING FINISH MATERIAL, SEE ARCHITECTURAL
REFLECTED CEILING PLANS FOR TYPE AND DEPTH.
2. PROVIDE STEEL FRAMING ABOVE AS REQUIRED TO
MATCH CEILING FRAMING, SEE FRAMING PLANS FOR
REQUIRED FRAMING.
3. RECESSED HOUSING WITH EXPANDABLE MOUNTING
BARS.
4. FIXTURE TRIM5. OUTLET BOX / BRANCH CIRCUIT6. ATTACH EXPANDABLE MOUNTING BARS WITH #10 X 1" HARD LID CEILING SMS, PROVIDE A MINIMUM OF (4) PER MOUNTING BAR.
AT STUD WALL
AT CMU WALL
REFERENCE NOTES
123
HEIGHTSEE ARCH. PLANSFOR MOUNTING
OUTLET BOX
PROVIDE #10x1" HEX HEAD
SELF-TAPPING SCREWS AT FIXTURE MOUNTING
POINTS. (MINIMUM OF 2) TO BACKING OR WALL
STUDS
METAL WALL STUD, SEE ARCH. PLANS.
WALL FINISH, SEE ARCH. PLANS.
WALL STUD BACKING PER
14-X/S105.
1. SMALL SURFACE MOUNTED LIGHT FIXTURE. (20 LBS. OR
LESS)
2. CONCRETE MASONRY WALL.
3. 3/8" DIA. HILTI KB3 , PER ICC ESR-2302. PROVIDE MINIMUM 2-1/2" EMBEDMENT.
NOTE:FLUSH MOUNTED OUTLET BOX IS NOT SHOWN FOR
CLARIFICATION.
LIGHTING FIXTURE PER FIXTURESCHEDULE ON SHEET X/E105.
PLAN
PLAN
REFERENCE NOTES
1. EC SHALL PROVIDE (N) DEDICATED 20A, 120V
POWER CIRCUIT TO RECEPTACLE ENCLOSEDINSIDE CABINET.
2. SYSTEM ELECTRONICS TO BE PROVIDED AND
INSTALLED BY OTHERS.
3. (N) RACEWAY FOR HORIZONTAL CABLING TO USER
STATIONS AND INCOMING FIBER OPTIC CABLE.
4. INSTALL FIBER OPTIC SPLICE TRAY. REFER TO CITY
SPECIFICATION.
5. DOUBLE HINGED IDF CABINET CHATSWORTH CUBE
- IT, 24''W X 30''L X 27.9''D (12419-X48) OR
EQUIVALENT WITH TEMPERED GLASS FRONTPANEL. THERMOSTATICALLY CONTROLLEDFAN/FILTER KIT AND SURGE-PROTECTED OUTLETKIT SHALL BE INSTALLED.
6. (N) INCOMING FIBER OPTIC CABLE, PROVIDE
SERVICE LOOP INSIDE CABINET.
7. DUPLEX FIBER OPTIC PATCH CORD. LC-LC,
CONNECTOR TYPE PER CITY OF SLO
REQUIREMENTS.
8. CABLE PROVIDED BY OTHERS TO SUPPORT
LOGICAL STACKED SWITCH. PROVIDED ONLY
WHEN (2) OR MORE NETWORK SWITCHES ARE
INSTALLED INTO CABINET. INSTALLED BY
ELECTRICAL CONTRACTOR.
5 7
2 6
3 1
8 4
MANUFACTURER PROVIDEDBONDING JUMPER TO
GROUND BAR AND DOOR
HARDWARE (QTY 2)
MANUFACTURER PROVIDED GROUNDBAR (BONDED TO CHASSIS)
MANUFACTURER PROVIDED
FAN/FILTER KIT WITH LINE
VOLTAGE THERMOSTAT
CONTROL
4'-9"
4-#4 MIN VERT.
#3 REBAR TIES
AT 12" ON CENTER
3" MIN.
18"
3/4" MIN. DRYPACK
FINISH GRADE
LIGHTING POLE, BASE
PLATE. REFER TO
MANUFACTURER
SUBMITTAL
(3)#3 TIES IN TOP 5°
CHAMFER EDGES
3" MIN.
RED
+24VDC
BLACK
YELLOW w/ BLACK STRIPE
WHITE
YELLOW
FCS PS10
POWER
SUPPLY
FRESCO NETWORK
DETACHABLE PIGTAIL
HARNESS
WHITE w/ BLACKSTRIPE
DMX/RDM NETWORK
DETACHABLE PIGTAIL
HARNESS
TO EARTH GROUND ONLY
IN STATION BACKBOX
BLACK RED
BLACK
DMX COMMON
DMX SHIELDDMX DATA +
DMX DATA -
BLACK w/ORANGE
HN
WHITE
GREEN
DMX/RDM NETWORK
TERMINATION SWITCH
ON
ACUITY
FRESCO PANEL
#FCS-7TSN-X-DWH
TO "LCP" RELAY PANEL
MOUNT INSIDE IP68 WET LIST DIRECT BURIAL
VAULT. REFER TO PLAN FOR LOCATION. ONE
POWER SUPPLY REQUIRED FOR TWO FIXTURE
TYPE "SG"
FIXTURE TYPE "SG" AS
SHOWN ON SITE PLAN
DMX CABLE: BELDEN SHIELD CABLE 2-18
GAUGE #5300F1-300V (DAISY CHAIN)
C5 C5 C5 C5 1"C (EMT) DMX TO FRESCO PANEL
"3/4C (EMT) TO
"LCP" RELAY
PANEL
DMX TO NEXTDRIVER
INSTALLATION DIAGRAM FOR CONCRETE POUR APPLICATION PER
MANUFACTURER REQUIRMENTS
NEW 11"X17" ELECTRICAL PULL BOX PER CITY OF SLOENGINEERING STANDARD 7520. LID FLUSH WITH GRADE FORFINISHED SURFACES, 1" ABOVE GRADE IN OTHER AREA. PROVIDE 2-AMP FUSE IN ADVANCE OF LIGHT.
2" CONDUIT WITH WITH
BELL END. REFER TO
SITE PLAN FORCONTINUATION
NOTES
1. GALV. ANCHOR BOLTS & TEMPLATE FURNISHED BY EC;
BOLTS INSTALLED AND CONCRETE BASE FURNISHED
AND INSTALLED WITH REBAR BY GC
2. CONDUIT SHALL BE 3/4" MINIMUM SIZE AND MINIMUM
24" BELOW FINISH GRADE (UON) PER CITY
REQUIREMENTS
3. TIES SHALL HAVE AT EACH END A 135 DEGREE HOOK
BEND WITH A SIX-BAR DIAMETER BUT NOT LESS THAN
3 INCH EXTENSION THAT ENGAGES THE
LONGITUDINAL REINFORCEMENT AND PROJECTS INTO
THE INTERIOR OF THE STIRRUP OR HOOP.
4. ADD #6 SOLID UFER GROUND TO EACH BASE. LOCATE
AT 11"X17" PULL BOX NEXT TO EACH LIGHT POLE.
2"CONDUIT WITH BELL END
GROUND
ROD
3" CLR
TYP.
ELECTRICAL PULL BOX LIDFLUSH WITH GRADE FORFINISHED SURFACES, 1"
ABOVE GRADE IN OTHERAREA
5 -#4 VERTICAL
#3 TIE BOT &
MID HEIGHT
3 - #3 TIES @ 1 1/2" OC IN TOP 5" OF FOOTING
11 9 10
LV LV LV LV
LV
LV LV
12 02/21/2024
MISSION PLAZA ENHANCEMENTS
05.14.2024