HomeMy WebLinkAboutS-071824GENERAL STRUCTURAL NOTES
.GENERAL.
I— A'R'E NOTES -ANDS DETA TLS _ .ON THIS SHEET ARE GENERAL AND -APPLY TO RE PRO aEl✓T
UTETT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY.
APPLICABLE SP EC IF CA IONS AND CODES. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
LATEST EDITION OF 0 RM BUILDING CODE EXCEPT WHERE OTHER APPLICABLE CODES, THE
f FOLLOWING NOTES OR DRAWINGS ARE MORE RESTRICTIVE.
�3 LTERNATIVE DESI GNS. THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLAINS ARE THE PRIORITY
1 GN: HOWEVER ALTERNATIVE SYSTEMS AND DETAILS MAY BE USED IF THE CONTRACTOR SUBMITS
PLANS WITH SUB NNTIATING CALCULATIONS AND TEST DATA THAT ARE ACCEPTED BY THE ENGINEER,
104 ONSTRUCTION LOADS. STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ON THE
STRUCTURES: DURING CONSTRUCTION THE STRUCTURES SHALL BE PROTECTED BY
BRACING AND BALANCING WHEREVER EXCESSIVE eONSTRUCTION LOADS MAY OCCUR,
STEEL
UES AND E IFTUATIUN510 '59D 5MDARDS AS S1EEt co�rs TRu'MON WNW TO THE SFI -MONS
CONTAINED IN THE LATEST EDITION OF THE A I SC STEEL CONSTRUCTION
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MANUAL.
iT2 MATERIAL ALL STRUCTURAL SHAPE' BARS PLATES SAND SNE:ETS INDICATED ON THE DRAWINGS
SHALL BE STEEL MEETING ASTM A -36 SEC IFItATIONS.
ST3 VELD ING. ALL WELDING SHALL CONFORM TO A.W.S. CODE FOR ARC AND GAS WELDING IN
IMILDING CONSTRUCTION. WELDERS SHALL BE CERTIFIED BY THE CITY OF SEATTLE BUILDING
DEPARTMENT.
.S T4 LNCASED STEEL STEEL COMPLETELY ENCASED IN CONCRETE SMALL NOT BE GALVANIZED OR
MINTED HALL HAVE A CLEAN SURFACE FOR BONDING WITH CONCRETE WHEN IT IS CAST.
ALUMINUM
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TYPICAL CORNER DETAIL BAR
HORIZ. CONST. JOINT VERT, CONST'. JOINT
TYPICAL CONSTRUCTION JOINT VAR
NOTES
q � - - ERG E METHbDI oR EQUAL �
-- ?. Wf1AtR SNAIL BE CITY Of
� SEATTLE GERT /F /ED 8 QuAL/f /fD
-fie„ 0.6 D O. SD W/ USf OF /yETH00 SPED /F /ED.
STEP I STEP 2
HORIZONTAL SPLICE VERTICAL SPLICE
WELDED REINFORCING BAR SPLICE -DETAIL C
VAR
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4" 4T 40J. ESL OC•K S
8 RF/Nf. 60 v 6 4 1t C
MANHOLE RUNGS - DETAIL
VAR
CONCRETE
'TO C w C+�N�TION SNAIL . to sr tTt of ACr
full-DING CC 1 318-63)o
s
C2 STEELDETAIK, ACC DETAILING# FABRICATION AND ERECTION OF REINFORCING BARS UNLESS
MffD� SHALL BE IN ACCORDANCE WITH MANUAL OF STANDARD PRACTICE F6R
DETAILING REINFORCED CONCRETE STRUCTURES AC1 -315 LATEST EDITION,
C3 DESIGN 51[RESSE�
A. PRECAST CONCRETE 5 OM "PS I UL77MAIE COMPRESSIVE STRESS AT 28 DAYS EXCEPT AS NOTED.
Bo TREM I E CONCRETE SE9 SPECIFICATIONS.
C. CAST- IN -PLACE CONCRETE - 3,000 F S I ULTIMATE COMPRESS IVE STRESS AT 28 DAYS.
D. REINFORCING STEEL TENSION DUE TO FLEXURE, GRADE 40 - 20, 000 .F S to
Cd ONCRETE COVER. CONCRETE COVER FOR REINFORCING BARS SHALL BE AS SPECIFIED ON THE
SRAWINGS ER NOT SPECIFIED SHALL BE AS FOLLOWS WITH MINIMUM COVER OF ONE BAR
DIAMETER:
A. CONCRETE CAST AGAINST GROUND 3 INCH
8. CONCRETE TO BE IN CONTACT W ITH SEWAGE - 2-112 INCH
to CONCRETE ON EXTERIOR FACE OF EXTERIOR WALL - 2 INCH
D. CONCRETE TO BE IN CONTACT W ITH GROUND, WEATHER OR CLEAN WATERS
11 AT BARS GREATER THAN #5 - 2 I NC H
21 AT BARS #5 OR LESS - 1-1/2 INCH
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Dm
BARS USED AS DC?titrELS SMALL BE THE SAME SIZE AND SPACING AS
IRRS WITH WHICH THEY ARE LAPPED.
C6 AR S L CES. ALL BAR SPLICES SHALL BE LAPPED AT LEAST 24 -BAR DIAMETERS,`. THE LENGTH
SPLICE OF BARS OF DIFFERENT DIAMETERS SHALL BE BASED ON THE LARGER DIAMETER,
BAR SPLICES MAY ALSO BE MADE BY WELDING IN ACCORDANCE WITH THE SPECIFICATIONS.
a
C7 TANDA R D HOOKS, BARS ENDING IN RIGHT ANGLE BENDS OR HOOKS SHALL CONFORM TO THE
PAR. 801, AC 1318-630
C8 HAMFE . EXCEPT AS OTHERWISE REQUIRED EXPOSED CONCRETE CORNERS AND EDGES SHALL C. o it �• �i
fAVE 4- NCH CHAMFERS. RE- ENTRANT CORkRS SHALL NOT HAVE FILLETS. Q'�� of `"Q
o
�P co �� �O"�r� yc 7+[
C9 ONS CTIONJOINTS. LOCATION OF ALL CONSTRUCTION JOINTS SHALL HAVE THE APPROVAL - z y
FTHE I WATERTIGHT STRUCTURES PVC WATER STOPS SHALL BE PROVIDED IN THE 1 � b;. _ . N 1 at
COQ s � c
CONSTRUCTION JOINTS. CONSTRUCTION JOINTS SHALL BE AS DETAILED ON THE DRAWINGS, ss r E �� Fs /ST Ea
DATE MARCH 1972 TONAL � % "ONAL Ew
DRAWING, NUMBER
DESIGNED /BCD METROPOLITAN ENGINEERS M U I C I P L I T Y O F METROPOLITAN SEATTLE FILE M 230W RENTON MODIFICATIONS - EASTSIDE INTERCEPTOR SECTION I 53
DRAWN 0 BROWN AND CALDWELL CAREY AND KRAMER v SCALE GENERAL STRUCTURAL NOTES SHEET NUMBER
MCD HILL AND INGMAN R.W. BECK AND ASSOCIATES SUBMITTED RECD 4PPROVED APPROVED r APPROVED NO SCALE DATE JUNE 1971 SYSTEM 3 9
CHECKED Design E sneer - Nktropwli Engineers o� r Engin r - trop -..Ion Engineers Chief Engine - Metropoliton Engi eers Fo Metr Eton Engines s For Municipality of Metropolitan Seattle AND DETAILS OF r