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GENERAL NOTES:
1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS
OF THE UNIFORM BUILDING CODE, 1997 EDITION (UBC).
2. ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 1997
UBC.
3. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, ASTM, ETC.) SHALL
BE FOR THE LATEST EDITION.
4. DESIGN LOADS
DEAD LOAD: WEIGHT OF ALL PERMANENT STRUCTURAL AND NON- STRUCTURAL
COMPONENTS.
LIVE LOAD:
ROOF: 20 PSF
SNOW: 25 PSF
WIND: 80 MPH, EXPOSURE C
SEISMIC: ZONE 3, 1=1.0, CA =0.36
CANTILEVERED COLUMN BUILDING SYSTEM, R =2.2
5. INSPECTION: INSPECTION BY TESTING LAB APPROVED BY THE BUILDING OFFICIAL
SHALL BE OBTAINED BY THE OWNER FOR REINFORCEMENT AND ANCHOR BOLT
PLACEMENT, CONCRETE PLACEMENT, GROUTING REINFORCEMENT, CONCRETE
ANCHOR INSTALLATION, HIGH STRENGTH BOLT TIGHTENING, STEEL FABRICATION
AND ERECTION, AND WELDING. COPIES OF ALL INSPECTIONS REPORTS SHALL BE
SUBMITTED TO THE ARCHTIECT AND ENGINEER REGULARLY IN A TIMELY MANNER
THROUGHTOUT CONSTRUCTION.
6. SUBMITTALS: SHOP DRAWINGS OR MANUFACTURER'S DATA SHALL BE
SUBMITTED TO THE ARCHITECT FOR REVIEW BY THE ENGINEER. PRIOR TO ANY
FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS INCLUDING THE
FOLLOWING: CONCRETE MIX DESIGNS, CONCRETE REINFORCEMENT, NON -
SHRINK AND ADHESIVE GROUT, DRILLED IN CONCRETE ANCHORS, EMBEDDED
STEEL ITEMS, AND STRUCTURAL STEEL.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS,
AND THE METHODS, TECHNIQUES, AND SEQUENCES OF PROCEDURES
REQUIRED TO PERFORM THE WORK. THE CONTRACTOR SHALL PROVIDE
BRACING AND SHORING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS
AND STIFFENINGS HAVE BEEN INSTALLED.
8. THE CONTRACTOR SHALL COORDINATE WI-rH THE BUILDING DEPARTMENT AND
TESTING LABORATORY FOR ALL REQUIRED INSPECTIONS.
9. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS.
10. VERIFY AND COORDINATE ALL OPENINGS IN FLOORS, WALLS, AND ROOF WITH
ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS.
11. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR
CONDITIONS NOT SHOWN.
12. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THESE DRAWINGS
SHALL NOT BE CARRIED OUT WITHOUT WRITTEN PERMISSION FROM THE
ARCHITECT.
13. ALL PRODUCTS INSTALLED SUCH AS (BUT NOT LIMITED TO) DRILLED IN
CONCRETE ANCHORS, NON- SHRINK GROUTS, AND SHEET METAL SCREWS
SHALL BE INSTALLED USING MANUFACTURER'S RECOMMENDED PROCEDURES
AND FASTENERS. IF VARIATIONS OR ADDITIONS ARE REQUIRED, WRITTEN
AUTHORIZATION FROM THE MANUFACTURER FOR THE VARIATION OR ADDITION
SHALL BE SUBMITTED TO THE ENGINEER AND INSPECTOR PRIOR TO THE
PRODUCT'S INSTALLATION.
FOUNDATION NOTES:
1. EXCAVATION, EARTHWORK AND FOUNDATIONS SHALL FOLLOW THE
RECOMMENDATIONS OF THE GEOTECHNICAI ENGINEERING REPORT PREPARED
BY HWA GEOSCIENCES, INC. DATED APRIL 5, 1999.
2. SHALLOW FOUNDATIONS (SPREAD FOOTINGS AND STRIP FOOTINGS) HAVE BEEN
DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 2000 PSF ON COMPACTED
STRUCTURAL FILL.
3. FOUNDATIONS FOR CANTILEVERED COLUMNS HAVE BEEN DESIGNED IN
ACCORDANCE WITH UBC TABLE 18 -1 -A FOR:
ALLOWABLE LATERAL BEARING 100 LBS /SQFT /FT
CONCRETE NOTES:
1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF
CHAPTER 19 OF THE UNIFORM BUILDING CODE. CONCRETE STRENGTHS SHALL
BE VERIFIED BY STANDARD 28 -DAY CYLINDER TESTS.
2. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL
TWO WEEKS PRIOR TO PLACING CONCRETE. THE MIX DESIGNS WILL BE
REVIEWED FOR CONFORMANCE TO UBC 1905. MAXIMUM W/C RATIO SHALL BE
.50.
CONCRETE STRENGTH USE
3000 PSI FOOTINGS AND SLABS ON GRADE AT PSC
Z
Job No.: 95000.00
M mobrioi ring herein cordOuba ft
w�pAW*d wo* or n» McMtoct
and may not be dupkaW, uvs4 or d1wage�d
without the w Mw conwd or the Arehkect.
CONCRETE REINFORCING NOTES:
1. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A -615, GRADE 60
FOR DEFORMED BARS AND ASTM A -185 (FY= 65,000 PSI) FOR SMOOTH WELDED
WIR-E FABRIC (WWF), UNLESS OTHERWISE NOTED. BARS MI BEAMS AND SLABS
SHALL BE SUPPORTED ON WELL CURED CONCRETE BLOCKS OR APPROVED METAL.
METAL CHAIRS AS SPECIFIED AS SPECIFIED BY THE CRSI (MANUAL OF STANDARD
PRACTICE, MSP -1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH
ACI 315. WELDING OF REINFORCING IS PROHIBITED UNLESS SPECIFICALLY ALLOWED
BY THE ENGINEER.
2. MINIMUM CONCRETE COVER SHALL BE AS SPECIFIED IN UBC 1907.
MINIMUM COVER
CONCRETE CAST AGAINST 3'
AND PERMANENTLY
EXPOSED TO EARTH
CONCRETE EXPOSED TO
EARTH OR WEATHER
No. 5 BAR AND SMALLER 1 1/2"
No. 6 BAR AND LARGER 2'
3. BAR LAP SPLICES SHALL BE CLASS B SPLICES AS SHOWN IN THE TABLE BELOW
UNLESS INDICATED OTHERWISE ON PLANS. STAGGER ALL SPLICES. TOP BARS
ARE HORIZONTAL BARS WITH MORE THAN 12 INCH DEPTH OF CONCRETE
BELOW THE REINFORCEMENT.
nTNF'R RaRC
TAD DADC
Til►ICIlIAI
BAR CLASS A CLASS B
CLASS A CLASS B EMBEDMENT Ld
4
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21
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o!
GENERAL NOTES:
1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS
OF THE UNIFORM BUILDING CODE, 1997 EDITION (UBC).
2. ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 1997
UBC.
3. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, ASTM, ETC.) SHALL
BE FOR THE LATEST EDITION.
4. DESIGN LOADS
DEAD LOAD: WEIGHT OF ALL PERMANENT STRUCTURAL AND NON- STRUCTURAL
COMPONENTS.
LIVE LOAD:
ROOF: 20 PSF
SNOW: 25 PSF
WIND: 80 MPH, EXPOSURE C
SEISMIC: ZONE 3, 1=1.0, CA =0.36
CANTILEVERED COLUMN BUILDING SYSTEM, R =2.2
5. INSPECTION: INSPECTION BY TESTING LAB APPROVED BY THE BUILDING OFFICIAL
SHALL BE OBTAINED BY THE OWNER FOR REINFORCEMENT AND ANCHOR BOLT
PLACEMENT, CONCRETE PLACEMENT, GROUTING REINFORCEMENT, CONCRETE
ANCHOR INSTALLATION, HIGH STRENGTH BOLT TIGHTENING, STEEL FABRICATION
AND ERECTION, AND WELDING. COPIES OF ALL INSPECTIONS REPORTS SHALL BE
SUBMITTED TO THE ARCHTIECT AND ENGINEER REGULARLY IN A TIMELY MANNER
THROUGHTOUT CONSTRUCTION.
6. SUBMITTALS: SHOP DRAWINGS OR MANUFACTURER'S DATA SHALL BE
SUBMITTED TO THE ARCHITECT FOR REVIEW BY THE ENGINEER. PRIOR TO ANY
FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS INCLUDING THE
FOLLOWING: CONCRETE MIX DESIGNS, CONCRETE REINFORCEMENT, NON -
SHRINK AND ADHESIVE GROUT, DRILLED IN CONCRETE ANCHORS, EMBEDDED
STEEL ITEMS, AND STRUCTURAL STEEL.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS,
AND THE METHODS, TECHNIQUES, AND SEQUENCES OF PROCEDURES
REQUIRED TO PERFORM THE WORK. THE CONTRACTOR SHALL PROVIDE
BRACING AND SHORING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS
AND STIFFENINGS HAVE BEEN INSTALLED.
8. THE CONTRACTOR SHALL COORDINATE WI-rH THE BUILDING DEPARTMENT AND
TESTING LABORATORY FOR ALL REQUIRED INSPECTIONS.
9. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS.
10. VERIFY AND COORDINATE ALL OPENINGS IN FLOORS, WALLS, AND ROOF WITH
ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS.
11. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR
CONDITIONS NOT SHOWN.
12. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THESE DRAWINGS
SHALL NOT BE CARRIED OUT WITHOUT WRITTEN PERMISSION FROM THE
ARCHITECT.
13. ALL PRODUCTS INSTALLED SUCH AS (BUT NOT LIMITED TO) DRILLED IN
CONCRETE ANCHORS, NON- SHRINK GROUTS, AND SHEET METAL SCREWS
SHALL BE INSTALLED USING MANUFACTURER'S RECOMMENDED PROCEDURES
AND FASTENERS. IF VARIATIONS OR ADDITIONS ARE REQUIRED, WRITTEN
AUTHORIZATION FROM THE MANUFACTURER FOR THE VARIATION OR ADDITION
SHALL BE SUBMITTED TO THE ENGINEER AND INSPECTOR PRIOR TO THE
PRODUCT'S INSTALLATION.
FOUNDATION NOTES:
1. EXCAVATION, EARTHWORK AND FOUNDATIONS SHALL FOLLOW THE
RECOMMENDATIONS OF THE GEOTECHNICAI ENGINEERING REPORT PREPARED
BY HWA GEOSCIENCES, INC. DATED APRIL 5, 1999.
2. SHALLOW FOUNDATIONS (SPREAD FOOTINGS AND STRIP FOOTINGS) HAVE BEEN
DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 2000 PSF ON COMPACTED
STRUCTURAL FILL.
3. FOUNDATIONS FOR CANTILEVERED COLUMNS HAVE BEEN DESIGNED IN
ACCORDANCE WITH UBC TABLE 18 -1 -A FOR:
ALLOWABLE LATERAL BEARING 100 LBS /SQFT /FT
CONCRETE NOTES:
1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF
CHAPTER 19 OF THE UNIFORM BUILDING CODE. CONCRETE STRENGTHS SHALL
BE VERIFIED BY STANDARD 28 -DAY CYLINDER TESTS.
2. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL
TWO WEEKS PRIOR TO PLACING CONCRETE. THE MIX DESIGNS WILL BE
REVIEWED FOR CONFORMANCE TO UBC 1905. MAXIMUM W/C RATIO SHALL BE
.50.
CONCRETE STRENGTH USE
3000 PSI FOOTINGS AND SLABS ON GRADE AT PSC
Z
Job No.: 95000.00
M mobrioi ring herein cordOuba ft
w�pAW*d wo* or n» McMtoct
and may not be dupkaW, uvs4 or d1wage�d
without the w Mw conwd or the Arehkect.
CONCRETE REINFORCING NOTES:
1. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A -615, GRADE 60
FOR DEFORMED BARS AND ASTM A -185 (FY= 65,000 PSI) FOR SMOOTH WELDED
WIR-E FABRIC (WWF), UNLESS OTHERWISE NOTED. BARS MI BEAMS AND SLABS
SHALL BE SUPPORTED ON WELL CURED CONCRETE BLOCKS OR APPROVED METAL.
METAL CHAIRS AS SPECIFIED AS SPECIFIED BY THE CRSI (MANUAL OF STANDARD
PRACTICE, MSP -1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH
ACI 315. WELDING OF REINFORCING IS PROHIBITED UNLESS SPECIFICALLY ALLOWED
BY THE ENGINEER.
2. MINIMUM CONCRETE COVER SHALL BE AS SPECIFIED IN UBC 1907.
MINIMUM COVER
CONCRETE CAST AGAINST 3'
AND PERMANENTLY
EXPOSED TO EARTH
CONCRETE EXPOSED TO
EARTH OR WEATHER
No. 5 BAR AND SMALLER 1 1/2"
No. 6 BAR AND LARGER 2'
3. BAR LAP SPLICES SHALL BE CLASS B SPLICES AS SHOWN IN THE TABLE BELOW
UNLESS INDICATED OTHERWISE ON PLANS. STAGGER ALL SPLICES. TOP BARS
ARE HORIZONTAL BARS WITH MORE THAN 12 INCH DEPTH OF CONCRETE
BELOW THE REINFORCEMENT.
nTNF'R RaRC
TAD DADC
Til►ICIlIAI
BAR CLASS A CLASS B
CLASS A CLASS B EMBEDMENT Ld
4
16
21
21
Y
16
LF
4
31
31
41
.z
I
33
43
43
56
33
a
53
69
69
90
53
ANCH
ANCHOR
NO
ANSI
AMERICAN NATIONAL STANDARD
INSTITUTE
a-
APPROXIMATE
NS
ARCH
ARCHITECTURAL
ON CENTER
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4
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o!
GENERAL NOTES:
1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE STRUCTURAL PROVISIONS
OF THE UNIFORM BUILDING CODE, 1997 EDITION (UBC).
2. ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 1997
UBC.
3. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, ASTM, ETC.) SHALL
BE FOR THE LATEST EDITION.
4. DESIGN LOADS
DEAD LOAD: WEIGHT OF ALL PERMANENT STRUCTURAL AND NON- STRUCTURAL
COMPONENTS.
LIVE LOAD:
ROOF: 20 PSF
SNOW: 25 PSF
WIND: 80 MPH, EXPOSURE C
SEISMIC: ZONE 3, 1=1.0, CA =0.36
CANTILEVERED COLUMN BUILDING SYSTEM, R =2.2
5. INSPECTION: INSPECTION BY TESTING LAB APPROVED BY THE BUILDING OFFICIAL
SHALL BE OBTAINED BY THE OWNER FOR REINFORCEMENT AND ANCHOR BOLT
PLACEMENT, CONCRETE PLACEMENT, GROUTING REINFORCEMENT, CONCRETE
ANCHOR INSTALLATION, HIGH STRENGTH BOLT TIGHTENING, STEEL FABRICATION
AND ERECTION, AND WELDING. COPIES OF ALL INSPECTIONS REPORTS SHALL BE
SUBMITTED TO THE ARCHTIECT AND ENGINEER REGULARLY IN A TIMELY MANNER
THROUGHTOUT CONSTRUCTION.
6. SUBMITTALS: SHOP DRAWINGS OR MANUFACTURER'S DATA SHALL BE
SUBMITTED TO THE ARCHITECT FOR REVIEW BY THE ENGINEER. PRIOR TO ANY
FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS INCLUDING THE
FOLLOWING: CONCRETE MIX DESIGNS, CONCRETE REINFORCEMENT, NON -
SHRINK AND ADHESIVE GROUT, DRILLED IN CONCRETE ANCHORS, EMBEDDED
STEEL ITEMS, AND STRUCTURAL STEEL.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS,
AND THE METHODS, TECHNIQUES, AND SEQUENCES OF PROCEDURES
REQUIRED TO PERFORM THE WORK. THE CONTRACTOR SHALL PROVIDE
BRACING AND SHORING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS
AND STIFFENINGS HAVE BEEN INSTALLED.
8. THE CONTRACTOR SHALL COORDINATE WI-rH THE BUILDING DEPARTMENT AND
TESTING LABORATORY FOR ALL REQUIRED INSPECTIONS.
9. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS.
10. VERIFY AND COORDINATE ALL OPENINGS IN FLOORS, WALLS, AND ROOF WITH
ARCHITECTURAL, CIVIL, ELECTRICAL, AND MECHANICAL DRAWINGS.
11. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR
CONDITIONS NOT SHOWN.
12. VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THESE DRAWINGS
SHALL NOT BE CARRIED OUT WITHOUT WRITTEN PERMISSION FROM THE
ARCHITECT.
13. ALL PRODUCTS INSTALLED SUCH AS (BUT NOT LIMITED TO) DRILLED IN
CONCRETE ANCHORS, NON- SHRINK GROUTS, AND SHEET METAL SCREWS
SHALL BE INSTALLED USING MANUFACTURER'S RECOMMENDED PROCEDURES
AND FASTENERS. IF VARIATIONS OR ADDITIONS ARE REQUIRED, WRITTEN
AUTHORIZATION FROM THE MANUFACTURER FOR THE VARIATION OR ADDITION
SHALL BE SUBMITTED TO THE ENGINEER AND INSPECTOR PRIOR TO THE
PRODUCT'S INSTALLATION.
FOUNDATION NOTES:
1. EXCAVATION, EARTHWORK AND FOUNDATIONS SHALL FOLLOW THE
RECOMMENDATIONS OF THE GEOTECHNICAI ENGINEERING REPORT PREPARED
BY HWA GEOSCIENCES, INC. DATED APRIL 5, 1999.
2. SHALLOW FOUNDATIONS (SPREAD FOOTINGS AND STRIP FOOTINGS) HAVE BEEN
DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 2000 PSF ON COMPACTED
STRUCTURAL FILL.
3. FOUNDATIONS FOR CANTILEVERED COLUMNS HAVE BEEN DESIGNED IN
ACCORDANCE WITH UBC TABLE 18 -1 -A FOR:
ALLOWABLE LATERAL BEARING 100 LBS /SQFT /FT
CONCRETE NOTES:
1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF
CHAPTER 19 OF THE UNIFORM BUILDING CODE. CONCRETE STRENGTHS SHALL
BE VERIFIED BY STANDARD 28 -DAY CYLINDER TESTS.
2. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL
TWO WEEKS PRIOR TO PLACING CONCRETE. THE MIX DESIGNS WILL BE
REVIEWED FOR CONFORMANCE TO UBC 1905. MAXIMUM W/C RATIO SHALL BE
.50.
CONCRETE STRENGTH USE
3000 PSI FOOTINGS AND SLABS ON GRADE AT PSC
Z
Job No.: 95000.00
M mobrioi ring herein cordOuba ft
w�pAW*d wo* or n» McMtoct
and may not be dupkaW, uvs4 or d1wage�d
without the w Mw conwd or the Arehkect.
CONCRETE REINFORCING NOTES:
1. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A -615, GRADE 60
FOR DEFORMED BARS AND ASTM A -185 (FY= 65,000 PSI) FOR SMOOTH WELDED
WIR-E FABRIC (WWF), UNLESS OTHERWISE NOTED. BARS MI BEAMS AND SLABS
SHALL BE SUPPORTED ON WELL CURED CONCRETE BLOCKS OR APPROVED METAL.
METAL CHAIRS AS SPECIFIED AS SPECIFIED BY THE CRSI (MANUAL OF STANDARD
PRACTICE, MSP -1. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH
ACI 315. WELDING OF REINFORCING IS PROHIBITED UNLESS SPECIFICALLY ALLOWED
BY THE ENGINEER.
2. MINIMUM CONCRETE COVER SHALL BE AS SPECIFIED IN UBC 1907.
MINIMUM COVER
CONCRETE CAST AGAINST 3'
AND PERMANENTLY
EXPOSED TO EARTH
CONCRETE EXPOSED TO
EARTH OR WEATHER
No. 5 BAR AND SMALLER 1 1/2"
No. 6 BAR AND LARGER 2'
3. BAR LAP SPLICES SHALL BE CLASS B SPLICES AS SHOWN IN THE TABLE BELOW
UNLESS INDICATED OTHERWISE ON PLANS. STAGGER ALL SPLICES. TOP BARS
ARE HORIZONTAL BARS WITH MORE THAN 12 INCH DEPTH OF CONCRETE
BELOW THE REINFORCEMENT.
nTNF'R RaRC
TAD DADC
Til►ICIlIAI
BAR CLASS A CLASS B
CLASS A CLASS B EMBEDMENT Ld
4
16
21
21
28
16
LF
4
31
31
41
24
6
33
43
43
56
33
7
53
69
69
90
53
4. WWF SHALL BE 6x6 - W2.9xW2.9 UNLESS SHOWN OTHERWISE.
STRUCTURAL STEEL NOTES:
1. SPECIFICATIONS: DESIGN, FABRICATION AND ERECTION SHALL BE IN
ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS:
STRUCTURAL STEEL: AISC - SPECIFICATION FOR STRUCTURAL
STEEL BUILDINGS - ALLOWABLE STRESS
DESIGN AND PLASTIC DESIGN -9TH EDITION.
WELDING: AWS D 1.1
AWS PREQUALIFIED JOINT DETAILS
USE 3/16" MIN. WELDS (UNLESS NOTED
OTHERWISE)
WELDER CERTIFICATION - WASHINGTON
ASSOCIATION OF BUILDING OFFICIALS
2. MATERIALS:
STRUCTURAL STEEL
(CONNECTION MATERIAL, EMBEDDED
ITEMS, CHANNELS, ANGLES, BASE
PLATES, AND MISC STEEL)
STEEL PIPE
STRUCTURAL TUBING
STRUCTURAL BOLTS
ANCHOR BOLTS
THREADED RODS
WELDING ELECTRODES
ASTM A -36
ASTM A -53, TYPE E OR S
ASTM A -500, GR B, Fy =46 ksi
ASTM A-307
ASTM A -307
ASTM A-36
E70XX
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION
AIDS AND JOINT PREPARATION THAT INCLUDE BUT ARE NOT LIMITED TO:
ERECTION ANGLES, LIFT HOLES, WELDING PROCEDURES, REQUIRED ROOT
OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES,
SURFACE ROUGHNESS VALUES, AND TAPERS OF UNEQUAL PARTS.
4. ALL FIELD CONNECTIONS SHALL BE BOLTED. PROVIDE WASHERS UNDER
BOTH THE HEAD AND NUT OF ALL BOLTED CONNECTIONS.
5. BASE PLATE GROUT: BASE PLATE GROUT SHALL BE AN APPROVED NON- SHRINK
CEMENTITIOUS GROUT CONTAINING NATURAL AGGREGATES DELIVERED TO
THE JOBSITE IN FACTORY PREPACKAGED CONTAINERS REQUIRING ONLY THE
ADDITION OF WATER. MINIMUM 28 -DAY COMPRESSIVE STRENGTH SHALL BE
6000 PSI.
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1601 Second Avenue, Suite 1000 �'�,ae'Clg��
Seattle, Washington 981 01 -1 541 10
SYMONDS
EXPIRES 2/20/ 01
FR
063
TRUCTURAL ABBREVIATION
®
AT
JT
AB
AB
KIP
ACI
AMERICAN CONCRETE INSTITUTE
LF
ADH
ADHESIVE
LONG LEG HORIZONTAL
ADMIN
ADMINISTRATION
MAX
AISC
AMERICAN INSTITUTE OF STEEL
CONSTRUCTION
AITC
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
AL
ALUMINUM
MISC
ALT
ALTERNATE
NOT APPLICABLE
ANCH
ANCHOR
NO
ANSI
AMERICAN NATIONAL STANDARD
INSTITUTE
APPROX
APPROXIMATE
NS
ARCH
ARCHITECTURAL
ON CENTER
ASPH
ASPHALT
OF
ASTM
AMERICAN SOCIETY FOR TESTING AND MATERIALS
BLDG
BUILDING
PRECAST
BM
BEAM
IE or PL
BOT
BOTTOM
POUNDS PER SQUARE FOOT
BRG
BEARING
!PWD
CF
CUBIC FEET
RADIUS
CIP
CAST -IN -PLACE
REINF
CJ
CONSTRUCTION JOINT
REQUIRED
CL
CENTER LINE
SHT
CLR
CLEARANCE, CLEAR
SIMILAR
CMU
CONCRETE MASONRY UNIT
SQ
COL
COLUMN
SQUARE INCH
CONC
CONCRETE
STD
CONN
CONNECTION
STEEL
CONT
CONTINUOUS
T &B
CP
COMPLETE PENETRATION WELD
TEMPORARY
CTRD
CENTERED
TOS
DBA
DEFORMED BAR ANCHOR
TOP OF WALL
DEG
DEGREES
TYP
DIA
DIAMETER
UNIFORM BUILDING CODE
DICA
DRILLED IN CONCRETE ANCHOR
(EXPANSION)
DIMA
DRILLED IN MASONRY ANCHOR
(EXPANSION)
DO
DITTO (REPEAT SIZE)
W
DWG
DRAWING
WITH
E
EAST
WS
EA
EACH
WELDED WIRE FABRIC
EF
EACH FACE
EL
ELEVATION
ELEC
ELECTRICAL
EQ
EQUAL
ETC
ET CETERA
EW
EACH WAY
EXIST
EXISTING
FB
FLAT BAR
FIN
FINISH
FLG
FLANGE
FLR
FLOOR
FS
FAR SIDE
FT or
FOOT OR FEET
FTG
FOOTING
GA
GAGE
GALV
GALVANIZED
GL
GLUE- LAMENATED WOOD BEAM
HORIZ or H
HORIZONTAL
HT
HEIGHT
HS
HEADER STUD
HNGR
HANGER
ID
INSIDE DIAMETER
IF
INSIDE FACE
King Count)
DESIGNED
KSl
DRA: CHKD:
CW NMO
RECOM.
APPROVED
gl
M
IN or INCH
INT
INTERIOR
JT
JOINT
K
KIP
LBS
POUNDS
LF
LINEAR FEET
LLH
LONG LEG HORIZONTAL
LLV
LONG LEG VERTICAL
MAX
MAXIMUM
MECH
MECHANICAL
MFR
MANUFACTURER
MIN
MINIMUM
MISC
MISCELLANEOUS
N/A
NOT APPLICABLE
NIC
NOT IN CONTRACT
NO
NUMBER
#
NUMBER (REBAR SIZE)
NOM
NOMINAL
NS
NEAR SIDE, NON SHRINK (GROUT)
OC
ON CENTER
OD
OUTSIDE DIAMETER
OF
OUTSIDE FACE
PAF
POWDER ACTUATED FASTENER
PC
PRECAST
'PERF
PERFORATED
IE or PL
PLATE, PROPERTY LINE
PSF
POUNDS PER SQUARE FOOT
PSI
POUNDS PER SQUARE INCH
!PWD
PLYWOOD OR RATED SHEATHING
!R
RADIUS
IRD
ROOF DRAIN
REINF
REINFORCING
REQD
REQUIRED
S
SOUTH
SHT
SHEET
SIM
SIMILAR
SP
SPACE
SQ
SQUARE
SO IN
SQUARE INCH
SS
STAINLESS STEEL
STD
STANDARD
STL
STEEL
STRUCT
STRUCTURAL
T &B
TOP AND BOTTOM
TEMP
TEMPORARY
TOC
TOP OF CONCRETE
TOS
TOP OF SLAB
TOW
TOP OF WALL
TRANS
TRANSVERSE
TYP
TYPICAL
UBC
UNIFORM BUILDING CODE
UNO
UNLESS NOTED OTHERWISE
URM
UNREINFORCED BRICK MASONRY
VAR
VARIES
VERT or V
VERTICAL
W
WEST
W/
WITH
W/0
WITHOUT
WS
WATER STOP
WWF
WELDED WIRE FABRIC
T- ?76632
Department of Transportation - Transit Division
AS SHOWN RENTON TRANSIT CENTER
CONTRACT:
C03057C STRUCTURAL NOTES &ABBREVIATIONS
� O; T 1/7r6 3�
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UA I t:
6/6/00
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DWG. N0.
S1.1
SCANNED NOV • 7 ?003
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