APPROVED BLD BLD2021-1014+PLAN SET+7.26.2021_4.47.40_PM+23224571
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GENERAL STRUCTURAL NOTES (GSN)
CODES AND REFERENCES:
2018 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), WITH STATE OF WASHINGTON AMENDMENTS AND
SUPPLEMENTED WITH ASCE 7-16
ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING EDITIONS, U.N.O.:
MATERIAL CODE EDITION
STRUCTURAL STEEL 14TH EDITION OF STEEL CONSTRUCTION MANUAL (AISC SCM).
STRUCTURAL STEEL WELDING STRUCTURAL WELDING CODE - STEEL, AWS D1.1-04.
LOADS:
DEAD LOAD = ACTUAL
LIVE LOAD = 125 PSF
STRUCTURAL STEEL:
ALL CONSTRUCTION SHALL BE PER AISC-SCM.
ALL STRUCTURAL STEEL SHALL BE AS FOLLOWS:
WIDE FLANGE STEEL
A. S. T.M.
A992, GRADE 50
FY =
50 KSI
H-PILE STEEL
A. S. T.M.
A572
FY =
50 KSI
HOLLOW SQUARE OR RECTANGULAR STEEL
A. S. T.M.
A500, GRADE B OR
FY =
46 KSI
A. S. T.M.
A1085
FY =
50 KSI
HOLLOW ROUND STEEL
A. S. T.M.
A500, GRADE B
FY =
42 KSI
PIPE STEEL
A. S. T.M.
A53, TYPE E OR S, GRADE B
FY =
35 KSI
ALL OTHER STRUCTURAL STEEL SHAPES
A. S. T.M.
A36
FY =
36 KSI
HIGH -STRENGTH BOLTS:
ALL HIGH -STRENGTH BOLTS SHALL CONFORM TO ASTM A325 AND SHALL BE INSTALLED AS BEARING -TYPE
CONNECTIONS WITH THREADS INCLUDED IN SHEAR PLANE (I.E. A TYPE "N" CONNECTION). HIGH -STRENGTH
BOLTS SHALL BE SNUG -TIGHT, TYPICAL, U.N.O.
WELDING:
WELDERS HOLDING VALID W.A.B.O. CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD
SHOWN ON THE DRAWINGS OR NOTES SHALL PERFORM ALL WELDING. CERTIFICATES SHALL BE THOSE ISSUED
BY AN ACCEPTED TESTING AGENCY.
ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS, U.N.O. FOR GRADE 60 REINFORCING BARS, USE
E90 SERIES. ALL WELDING SHALL BE PER LATEST AWS STANDARDS.
THESE DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP AND FIELD WELDS; THE CONTRACTOR MAY SHOP WELD
OR FIELD WELD AT THEIR DISCRETION. SHOP WELDS AND FIELD WELDS SHALL BE SHOWN ON THE SHOP
DRAWINGS SUBMITTED FOR REVIEW. ALL FULL/COMPLETE PENETRATION WELDS SHALL BE TESTED AND
CERTIFIED BY AN INDEPENDENT TESTING LABORATORY.
GUARDRAILS:
GUARDRAIL POSTS AND RAILS SHALL BE WELDED CONSTRUCTION, SHOP FABRICATED FROM 1 1/2" DIA.
SCHEDULE 40 ASTM A53 GRADE B, TYPE E, STEEL PIPE. FIT POST TO TOP OF RAIL AND INTERMEDIATE
RAIL TO POST. MITER OR BEND RAILS CONTINUOUSLY AT CORNERS, EXCEPT AT CORNERS WITH POSTS.
GROOVE -WELD ALL JOINTS AND GRIND SMOOTH. SPLICES IN RAILS, AS REQUIRED, SHALL OCCUR WITHIN
1/6TH OF THE SPAN NEXT TO POSTS, U.N.O. FIELD WELDS SHALL BE POLISHED AND BUFFED, AND SHALL
HAVE A PROTECTIVE COATING APPLIED IN ACCORDANCE WITH THESE GENERAL STRUCTURAL NOTES. VENT
AND DRAIN HOLES SHALL BE PROVIDED AS INDICATED IN ASTM A385.
PROTECTIVE COATINGS FOR STEEL:
ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE PRIMED AND PAINTED. VERIFY PAINT TYPE AND
COLOR WITH OWNER.
GENERAL:
THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE
THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT
THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO
BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER
SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR
PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE PROGRAMS INCIDENT THERETO NOR
SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF THESE ITEMS.
CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT
EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.
WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH STANDARDS SHALL BE THE
LATEST EDITION AND/OR ADDENDA, U.N.O.
ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND
ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.
NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND
TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON
THE PROJECT.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS PRIOR TO START OF
CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE ENGINEER.
TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY, U.N.O.
WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND/OR
SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.
CITY OF EDMONDS
BUILDING DIVISION
APPROVED PLAN
City Of Edmonds
Building Department
Work i TEMPORARY LOADING DOCK
Address 200 2ND AVE S
Owner CITY OF EDMONDS - WWTP
Approved Date 09/07/2021
Building Official
Permit Number BLD2021-1014
FOUNDATION PLAN
SCALE: 1 /2"=V-0"
Approved by Fire
08/05/2021 AFM 1,,_-/F�ttel'er
(APPROVED PLANS TOI
REMAIN ON SITE
■ THIS PERMIT IS FOR A TEMPORARY STRUCTURE. IF ANY PORTION OF THE LOADING 1
1 DOCK IS TO BE CONSIDERED AS PERMANENT, SPECIAL INSPECTIONS ARE REQUIRED ■
■ FOR: 1
■
1 STRUCTURAL: Concrete (Min 3000 psi per talcs), Bolts in Concrete, Structural Steel & Welding 1
■ THIS PERMIT IS FOR A TEMPORARY STRUCTURE.
1 LOADING DOCK MUST BE REMOVED NO LATER ■
■ THAN 1 YEAR FROM ISSUANCE OF PERMIT. 1
PLATFORM FRAMING PLAN
SCALE: 1 /2"=1'-0"
13'-2"
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■ GUARDRAIL REQUIRED ON NORTH AND SOUTH I Where required, guardrails must be designed and I
SIDES OF LOADING DOCK. ■ (installed to resist a concentrated load of 200 pounds
■ 1 'applied in any directions at any point on the handrail or
- — - — - — - — - — - — - — - — - — - — ' (top rail and transfer that load through the support to the I
■structure in accordance with ASCE 7-16. The connections
11'-5"
EXISTING EXTERIOR
CONCRETE WALL
TREAD PLATE
PLATFORM.
CH TO FRAMING
1 /2" PUDDLE
S @ 48" O.C.
RECEIVED
CITY OF EDMONDS
DEVELOPMENT SERVICES
BLD2021-1014 DEPARTMENT
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SCALE: 1 /2"=1'-O"
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TOP AND BOTTOM MATS
NOTES:
1. 1 /2" PLATE
2. COLUMN PER PLAN. CENTER
ON PLATE
3. 7/8" DIA. HOLES, TYP.
'2)
NOTES:
1. (4) 3/4" DIA. A 325 BOLTS ON
7"x2 3/4" BOLT PATTERN
2. BEAM PER PLAN
3. 1 /2"x5 1 /2"x10" CAP PLATE
4. COLUMN PER PLAN
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,LL PLATFORM o_
WITH
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NOTES:
1. BEAM PER PLAN
3 SIDES 2. (6) 3/4" DIA. A325 BOLTS
3. 1/2" WELDED END PLATE
4. COLUMN PER PLAN. SEE
DETAIL 02 FOR CAP PLATE
DETAILS
3 SIDE!
BASEPLATE DETAIL DETAIL DETAIL nA DETAIL
SCALE: 1 "=1'-O"
(3)
4)
NOTES:
1. W10 PER PLAN
2. (2) 3/4" DIA. A325 BOLTS
3. 3/8"x4"x6" PLATE
4. C8 PER PLAN. COPE AS
REQUIRED
TYPICAL DETAIL - C8 TO W10 CONNECTION
SCALE: 1 "=1'-O"
SCALE: 1 "=1'-O"
SCALE: 1 "=1'-O"
SCALE: 1 "=1'-O"
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NOTES:
1. BEAM PER PLAN.
2. (4) 3/4" DIA. EPDXY
ANCHORS. EMBED 8" INTO
(2) EXISTING CONCRETE
3. EXISTING CONCRETE WALL.
4. LL4x4x1/4 DOUBLE ANGLE, TYP.
/--(3)
RECEIVED
Jul 27 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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