DNS INCLUDED IN CIVILS APPROVED RESUB1 BLD2022-1323+VAULT Plan+1.26.2023_12.26.59_AM+3334575_DEA ReviewedGeneral Structural Notes
THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS
CRITERIA
1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE
DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2018
EDITION).
2. DESIGN LOADING CRITERIA:
DRIVE AISLE
PASSENGER VEHICLES . . . . . . . . . . . . . . . . . . . . . . . 40 PSF
CONCENTRATED VEHICLE LOAD AASHTO HS-20
CONCENTRATED LADDER TRUCK LOAD (TOTAL VEHICLE/OUTRIGGER). 75 KIP/45 KIP
SEE PLANS FOR ADDITIONAL LOADING CRITERIA
3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL
DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE
PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE
SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE
REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING.
ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH
DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK.
4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND
DETAILS SHALL BE LOCATED BY THE CIVIL PLANS AND DETAILS. VERTICAL
DIMENSION CONTROL IS DEFINED BY THE CIVIL PLANS. DETAILING AND SHOP
DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL
INFORMATION CONTAINED IN BOTH ARCHITECTURAL AND STRUCTURAL DRAWINGS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE
METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE
CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY
AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING
CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS
OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT,
SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO
THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE.
6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND
STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN
ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON
STRUCTURES DURING CONSTRUCTION".
7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE
ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR
CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS
REQUIREMENT.
8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE
CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO
DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO
REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL
TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED
OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS
BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE
TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL
SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM
THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL
SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH
RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING
PRODUCTION AND FIELD USE.
9. ALL STRUCTURAL SYSTEMS, WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE
FIELD ERECTED, SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING,
DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS
PREPARED BY THE SUPPLIER.
10.SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE
ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF
THESE ITEMS.
PRECAST CONCRETE MEMBERS
REINFORCING STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION)
MANUFACTURED LUMBER (PSL'S, LSL'S, LVL'S)
CONTRACTOR SHALL SUBMIT WALL ELEVATION DRAWINGS OF AT LEAST 1/8" = 1'-011
SCALE INDICATING LOCATIONS OF CONNECTION EMBEDMENT'S AND WALL OPENINGS
FOR REVIEW PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WALL
ELEVATION DRAWINGS WITH REINFORCEMENT SHOP DRAWINGS.
APPROVED SETS OF ALL SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE
BUILDING DEPARTMENT.
11.SHOP DRAWING REVIEW: DIMENSIONS AND QUANTITIES ARE NOT REVIEWED BY
THE ENGINEER OF RECORD, THEREFORE MUST BE VERIFIED BY THE CONTRACTOR.
CONTRACTOR SHALL REVIEW AND STAMP DRAWINGS PRIOR TO REVIEW BY ENGINEER OF
RECORD. CONTRACTOR SHALL REVIEW DRAWINGS FOR CONFORMANCE WITH THE MEANS,
METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION, AND ALL
SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO. SUBMITTALS SHALL
INCLUDE A REPRODUCIBLE AND ONE COPY; REPRODUCIBLE WILL BE MARKED AND
RETURNED WITHIN TWO WEEKS OF RECEIPT WITH A NOTATION INDICATING THAT THE
SUBMITTAL HAS BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF
THE BUILDING. THE SUBMITTED ITEMS SHALL NOT BE INSTALLED UNTIL THEY HAVE
BEEN APPROVED BY THE BUILDING OFFICIAL.
SHOP DRAWING SUBMITTALS PROCESSED BY THE ENGINEER ARE NOT CHANGE ORDERS.
THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO
DEMONSTRATE TO THE ENGINEER THAT THE CONTRACTOR UNDERSTANDS THE DESIGN
CONCEPT, BY INDICATING WHICH MATERIAL IS INTENDED TO BE FURNISHED AND
INSTALLED AND BY DETAILING THE INTENDED FABRICATION AND INSTALLATION
METHODS. IF DEVIATIONS, DISCREPANCIES, OR CONFLICTS BETWEEN SHOP DRAWING
SUBMITTALS AND THE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR
AFTER SHOP DRAWING SUBMITTALS ARE PROCESSED BY THE ENGINEER, THE DESIGN
DRAWINGS AND SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED.
12.SHOP DRAWINGS OF DESIGN BUILD COMPONENTS INCLUDING CANOPIES,
BALCONIES, COLD FORM STEEL FRAMING, TEMPORARY SHORING, CURTAIN WALL
SYSTEMS, SKYLIGHT FRAMES, PREFABRICATED STAIR SYSTEMS, EXTERIOR CLADDING,
AND PRE-ENGINEERED SYSTEMS SHALL BE STAMPED AND SIGNED BY A STRUCTURAL
ENGINEER LICENSED IN THE STATE OF WASHINGTON. SHOP DRAWINGS SHALL BE
APPROVED BY THE COMPONENT DESIGNER PRIOR TO REVIEW OF THE ARCHITECT OR
ENGINEER OF RECORD FOR GENERAL CONFORMANCE WITH THE DESIGN OF THE
BUILDING. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND
ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR
STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION
OF ALL LOADS IMPOSED ON BASIC STRUCTURE. DESIGN CALCULATIONS SHALL BE
SUBMITTED WITH THE SHOP DRAWINGS.
QUALITY ASSURANCE
13.SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT
SPECIFICATIONS AND SECTIONS 110 AND 1705 OF THE INTERNATIONAL BUILDING
CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, AND
RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND
BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND
TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION
IS REQUIRED UNLESS NOTED OTHERWISE.
CONCRETE CONSTRUCTION
PRECAST CONCRETE ERECTION
PER TABLE 1705.3
PER TABLE 1705.3
PERIODIC INSPECTION: INSPECTION SHALL BE PERFORMED AT INTERVALS NECESSARY
TO CONFIRM THAT WORK REQUIRING SPECIAL INSPECTION IS IN COMPLIANCE WITH
REQUIREMENTS.
CONTINUOUS INSPECTION: INSPECTOR SHALL BE ONSITE AND OBSERVE THE WORK
REQUIRING INSPECTION AT ALL TIMES THAT WORK IS PERFORMED.
GEOTECHNICAL
14.FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE,
EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY
WITH RECOMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE
SOILS ENGINEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH OR
COMPACTED STRUCTURAL FILL AT LEAST 18" BELOW LOWEST ADJACENT FINISHED
GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE
MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE
ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB
AND SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE
DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN
THE SOILS REPORT.
ALLOWABLE SOIL PRESSURE (NATIVE SOILS) 4000 PSF
LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) . . . . . . 50 PCF/35 PCF
ALLOWABLE PASSIVE EARTH PRESSURE (FS OF 1.5 INCLUDED) . . . . . . 250 PCF
COEFFICIENT OF FRICTION (FS OF 1.5 INCLUDED) . 0.3
SEISMI SC URCHARGE PRESSURE (RESTRAINED%UNRESTRAINED) .14H PSF 7H PSF
BUILDING SURCHARGE PRESSURE . . . . . . . . . . . . . . . . . .272 PSF/FT
SOILS REPORT REFERENCE: RILEY GROUP PROJECT NO. 2021-319-1
DATED JUNE 171 2021
CONCRETE
15.CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN
ACCORDANCE WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL
ATTAIN A 28-DAY STRENGTH OF f'c = 31000 PSI AND MIX SHALL CONTAIN NOT
LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED
TO PRODUCE A SLUMP OF 5" OR LESS. REQUIRED CONCRETE STRENGTH IS BASED ON
THE DURABILITY REQUIREMENTS OF SECTION 1904 OF THE IBC. DESIGN STRENGTH
IS f'c = 21500 PSI.
16.A CONCRETE PERFORMANCE MIX SHALL BE SUBMITTED TO THE STRUCTURAL
ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO
PLACING ANY CONCRETE. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF
CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE
WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH
DATA IN ACCORDANCE WITH ACI 318-14, SECTIONS 26.4.3 AND 26.4.4. THE USE
OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHICH
SHALL BE PAID BY THE GENERAL CONTRACTOR. REVIEW OF MIX SUBMITTALS BY THE
ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS
GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL
RESPONSIBILITY FOR SPECIFIED PERFORMANCE.
17.ALL CONCRETE WITH SURFACES EXPOSED TO WEATHER OR STANDING WATER
SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM
C2601 C494, AND C618. TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE
SHALL BE IN ACCORDANCE WITH ACI 318-14, TABLE 19.3.2.1 MODERATE EXPOSURE,
F1.
18.REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT
S1) , GRADE 60, FY = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO
ASTM A-185. SPIRAL REINFORCEMENT SHALL BE DEFORMED WIRE CONFORMING TO
ASTM A615, GRADE 60, FY = 601000 PSI.
19.DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE
IN ACCORDANCE WITH ACI 315R-18 AND 318-14. LAP ALL CONTINUOUS
REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. PROVIDE
CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5
AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL
BE MADE IN ACCORDANCE WITH ACI 318-14, CLASS B. LAP ADJACENT MATS OF
WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS.
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT
UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.
20.CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS
FOLLOWS:
FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED
TO EARTH
311
FORMED SURFACES
EXPOSED TO EARTH
OR WEATHER
(#6 BARS
OR LARGER).
. . . 2"
FORMED SURFACES
EXPOSED TO EARTH
OR WEATHER
(#5 BARS
OR SMALLER)
. 1-1/211
21.CONCRETE WALL
REINFORCING --PROVIDE
THE
FOLLOWING UNLESS
DETAILED
OTHERWISE:
8" WALLS
#4 @ 12 HORIZ.
#4 @ 18
VERTICAL
1 CURTAIN
10" WALLS
#4 @ 18 HORIZ.
#4 @ 18
VERTICAL
2 CURTAINS
22.CAST-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT
LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS IN ALL CONCRETE
WALLS. SEE MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS
MECHANICAL OPENINGS THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS
FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND
OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES, BOTH CAST -IN -PLACE
AND PRECAST.
23.PRECAST PRESTRESSED CONCRETE UNITS SHALL BE DESIGNED BY THE
MANUFACTURER FOR THE LOADS AND SPANS SHOWN ON THE PLANS. MANUFACTURER
SHALL DESIGN FOR SPECIAL CONDITIONS AT OPENINGS AND BLOCK -OUTS SHOWN ON
STRUCTURAL, ARCHITECTURAL AND MECHANICAL DRAWINGS. DESIGN AND
FABRICATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED
SPECIFICATIONS FOR THE UNIT FURNISHED AND ACI STANDARD 318-14. SUBMIT
COMPLETE DESIGN CALCULATIONS AND SHOP DRAWINGS FOR REVIEW PRIOR TO
FABRICATION. ALL SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF A
REGISTERED PROFESSIONAL ENGINEER, STATE OF WASHINGTON.
PRECAST CONCRETE MEMBERS SHALL BE ADEQUATELY BRACED UNTIL ALL FINAL
CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. CONTRACTOR
SHALL PROVIDE ANY EXTRA REINFORCEMENT, INSERTS, LIFTING DEVICES,
PRESTRESSING, ETC., REQUIRED FOR HANDLING AND ERECTION.
24.NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND
SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S
PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO
THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM).
AM
0 Submit Specific Item ❑ Rejected
❑ Revise and Resubmit PQ Furnish with Corrections Noted
0 Reviewed ❑ Not Required/Not Reviewed
This review is only for general conformance with the design concept of
the Project and general compliance with the information given in the
Contract Documents. Corrections or comments made on the shop
drawings during this review do not relieve contractor from compliance
with the requirements of the plans and specifications. Approval of the
specific item shall not include approval of an assembly of which the
item is a component. Contractor is responsible for dimensions to be
confirmed and correlated at the job site; information that pertains solely
to the fabrication processes or to the means, methods, techniques,
sequences, and procedures of construction; coordination of his or her
Work with that of other trades; and for performing all work in a safe and
satisfactory manner.
DAVID EVANS AND ASSOCIATES, INC.
Date: 3/15/23 Reviewed by: Mike Schumann
HOUSING
HOPE
we keep hope alive
DESIGNS
northwest
ARCHITECTS
360.629.3441
P.O. Box 1270
10031 SR 532, Suite B
Sl_.od. WA 98292
www.de1lgnsow.cow
10 L
ENONEMN
SEATTLE
2124 Third Avenue, Suite 100
Seattle, WA 98121
TACOMA
934 Broadway, Suite 100
Tacoma, WA 98402
CENTRAL WASHINGTON
206.443.6212 414 N Pearl Street, Suite 8
ssfengineers.com Ellensburg, WA 98926
Copyright 2022 Swenson Say Faget - All Rights Reserved
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ISSUE DATE: SEPTEMBER 30, 2022
REVISION SCHEDULE
Rev # Date I Description
2 01-04-23 1 Permit Resubmittal
RESUB
1 /26/2023
CONTENTS: CITY OF EDMONDS
DEVELOPMENT
G E N E RALICES
STRUCTURAL
NOTES
SCALE:
DRAWN: DJN
CHECKED: RHR
PROJECT NO: 12034-2021-01
SHEET:
Simi
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8/S3.1
1011
CONIC. WALL
A
6/S3.1
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11 El
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11 El
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Plan Notes
7/S3.1
1 �SEE CIVILRE NFORCEDMENT AROURAWINGS aJQ'PC'IVETRATIONSFrtF4ETERS, LOCATIONS, AND INVERTS. SE�S3.1�R ADDITIONAL Wi
flLET
2. 3" TOPPING SLAB WITH #4 @ 12" ON CENTER EACH WAY PLACED AT THE MID -DEPTH OF THE SLAB.
3. ALL FOOTINGS SHALL BEAR ON DENSE UNDISTRURBED SOILS OR ON STRUCTURAL FILL PLACED AND
COMPACTED PER GEOTECHNICAL RECOMMENDATIONS. ALLOWABLE BEARING PRESSURE SHALL BE FIELD
VERIFIED PRIOR TO CONSTRUCTION.
4. HOLLOW CORE PLANKS SHALL BE DESIGNED TO SUPPORT LOADS IN EXCESS OF AASHTO HS20 AND ABLE TO
SUPPORT A TOTAL LADDER TRUCK LOAD OF 75,000 LBS AND AN OUTRIGGER LOAD 45,000 LBS.
5. SEE PLANK MANUFACTURES PLACEMENT PLAN FOR INSTALLATION REQUIREMENTS.
2
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6/S3.1 , o
220'-0"
10" SLAB ON GRADE
W/#5@12"oc.
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< 3/S3.1
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24" 0 OPNG. TO ACCEPT RISER
LADDER RING & LOCKING SOLID
MANHOLE COVER PER CIVIL
DWG'S. TYP. REFER TO 5/S3.1
FOR CURB SUPPORT OF
12%" x 48" HOLLOW CORE
PLANK, TYP. (by others)
auTt Lid Framing Plan
Scale: 3/32" = V-011
8" CONC. WALL
Vault Foundation Plan �
Scale: 3/32" = V-0" � _7
BLOCKOUT IN EDGE
CELL OF THE PLANK
AS SHOWN
8/S3.1
1011
CONC. WALL
6/S3.1
2/S3.1
AW\ HOUSING
HOPE
we keep hope alive
DESIGNS
northwest
ARCHITECTS
360. 629. 3441
P.O. Box 1270
10031 SR 532, Snite B
Stanwood, WA 98292
www.designsnw.com
10 L
ENONEMN
SEATTLE
2124 Third Avenue, Suite 100
Seattle, WA 98121
TACOMA
934 Broadway, Suite 100
Tacoma, WA 98402
CENTRAL WASHINGTON
206.443.6212 414 N Pearl Street, Suite 8
ssfengineers.com Ellensburg, WA 98926
Copyright 2022 Swenson Say Faget - All Rights Reserved
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PEAMW§ET
ISSUE DATE: SEPTEMBER 30, 2022
REVISION SCHEDULE
Rev # Date I Description
2 01-04-23 1 Permit Resubmittal
RESUB
1 /26/2023
CONTENTS: CITY OF EDMONDS
DEVELOPMENT
VAULT KANS
SCALE:
DRAWN: DJN
CHECKED: RHR
PROJECT NO: 12034-2021-01
SHEET:
S2ml
POUR SLOT PER PLANK
MANUFACTURER
CORNER BARS TO
CORNER BARS TO
HOLLOW CORE PLANK
CORNER BARS TO
MATCH CROSS WALL
CORNER BARS TO
MATCH CROSS WALL
PER MANUFACTURER
MATCH EXTERIOR
HORIZ. REINF.
MATCH HORIZ. REINF.
HORIZ. REINF.
HORIZ. REINF.
(alt. hooks)
VOID DAM PER
(3)#5 CONT.
------------------
PLANK MFR.
2-2
#5 x 6 F_ EA. VOID
HOLLOW CORE PLANK
GROUT JOINT
W/ POUR SLOT (2 min.
PER MANUFACTURER
311
per plank)
ADDITIONAL
VERT. BARS
T TYP. CORNER
BARS: 24
ADDITIONAL
VERT. BARS
TYP. CORNER
BARS: 24
BEARING STRIP PER min.
PLANK MANUFACTURER
2 #5 HORZ @ TOP OF WALL
(2)#5
)
'Doo'"'00
N F
NF
2'-011 TYP. AT VOIDS W/ POUR
#5 x 3'-011 @ 18"oc AT
CROSS WALL
CROSS WALL
SLOTS. (6" at other voids)
CENTER OF WALL W/ STD
HOOK IN CLOSURE
CONT. BACKER ROD IF
REQD
CONCRETE WALL PER
PLAN REINF w/
#4 @ 18"oc H.E.F.,
1v/
1 " I INSIDE FACE
\/�
OUTSIDE FACE MS
Double Curtain
Single Curtain
#4 @ 10" oc V.O.F
NOTE: SEE PLANK MANUFACTURER'S
PLACEMENT PLANS FOR FINAL BEARING WIDTH
Typical Corner Bars at Concrete
Yp
Walls and Footings
9
Hollow Core Edge Bearing
9 9
on Exterior
Wall 3
Hollow Core Plank -to -Plank Grout Joint
4
COORDINATE ANY REQUIRED
EMBEDS OR ANCHORAGE
(1)#5 HORZ ABOVE AND
ADD (1)#5 VERT FULL
HEIGHT EA SIDE OF
MANHOLE COVER PER
W/ MANHOLE COVER MFR., TYP.
BELOW OPENING
OPENING FOR EACH PAIR 0
HOLLOW CORE PLANK
GROUT EDGE VOID SOLID
WITH CLOSURE POUR
PLAN. CLIP CONNECTIONS
8"
TYP VERT BARS CUT
PER MANUFACTURER
PER SUPPLIER
FINISH GRADE EL.
'\\\
#5 HAIRPIN w/ 14" WIDTH
PER CIVIL
OUTSIDE FACE
\\
INSIDE FACE 2
AND 1811 LONG TAILS @ EA
MS
VOID BLOCKOUT
„ „
CONT. PL 1/4 x3 W/
ty
j\\jam\\\j\\\�
%///
CONCRETE WALL PER
PLAN REINF w/
(3)#5 CONT.
1/2"0 x 4" W.H.S. @
24"oc
3„
\/\\�/\\//\\/\
#6 DOWELS @ 10" oc.
\� j/
#4 @ 18"oc H.E.F.,
#4 @ 12"oc V.I.F, &
#4 @ 10" oc V.O.F
X/
#5 CONT. WITHIN EDGE
(2)#5 HORZ @ TOP OF WALL
BLOCKOUT
�////\/
\\\/�\%�\\\�\
%
SLAB ON GRADE
VOID OF PLANK
AS REQ D
FOR COVER
/\//
\\/
PER PLAN
(1)#5 x 4'-0" DIAG EA
BACKING ROD AS REQ'D.
#5 x 3-0" @ 18"oc AT
r ti
L J\
%//
CORNERCENTER
CONCRETE WALL PER
/STD
#4 CONT.
PLAN REINF w/
HOOK INOCL SURE
s
#4 @ 18"oc H.E.F.,
1
j\\///
/iN/,� /.
2'-01,
V . F
#4 @ 10" oc V.O. F
#5 @ 12"oc E.W. CTRD.
2
8" THICK CONCRETE WALL
CONN. PER 3/S3.1 2
INSIDE FACE
\ OUTSIDE FACE MS
PER 10/S3.1
MS
HOLLOW CORE PLANK
PER PLANK MFR.
Curb at Grated Opening 5
p 9
6
Wall Reinforcing at T
9 Yp
Pipe
p
Penetration 7
Hollow Core Edge Parallel to Exterior Concrete Wall
9
(5)#5 TOP AND BOT
FINISH GRADE
11
SECTION
,
(4)#6 PLANK DOWELS
PLACED AT THE
TRANSVERSE
z Q
I
1
I
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(4)#6 PLANK DOWELS
PLACED AT THE MID -DEPTH
MID -DEPTH OF THE SLAB
(4)#5 TOP AND BOT EA SIDE
w — <
� - -
I
I
OF THE SLAB
OF MANHOLE OPENING
> CD
TOP OF SLAB
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45..32
r CV
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••
45..03 ............ .._..
—7----r-
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---
—
00
••
(5)#5 TOP AND BOT
(2)#5HORZATTOPWALL
I
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TRANSVERSE
I
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8" CONCRETE WALL REINF w/
'
I
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I
#4 @ 12"oc HORIZ. AND #5
-
(4)#5 TOP AND BOT EA SIDE
"oc VERT. CENTERED IN
o
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(
I
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OF MANHOLE OPENING
WALL.
#5 FTG-TO-WALL DOWEL
I
/ \
I
c
CENTERED IN WALL. MATCH
/ \
I
VERT REINF SPACING.
I
I
NOTE:
•
EXTEND 2'-6" INTO WALL
SEE FOUNDATION PLAN FOR
5% SLOPE TO
FOOTING DIMENSIONS
SEDIMENT COLLECTION
•
449.03' Q0
.............
------
--
— --
—�
--------
c�
Section
24" 0 OPENING
ACCOMMODATE
TO
MANHOLE
plan
(1)#6 AT THE MID -DEPTH OF
THE SLAB
10
20'-0"
1/2"= V-0"
12
Cast -In -Place
Slab at Manhole
Vault Section
AW\ HOUSING
HOPE
we keep hope alive
DESIGNS
northwest
ARCHITECTS
360.629.3441
100001110 P.O. Box 1270
10031 SR 532, Snite B
Stanwood, WA 98292
www.design s nw. com
SEATTLE
2124 Third Avenue, Suite 100
Seattle, WA 98121
TACOMA
934 Broadway, Suite 100
Tacoma, WA 98402
CENTRAL WASHINGTON
206.443.6212 414 N Pearl Street, Suite 8
ssfengineers.com Ellensburg, WA 98926
Copyright 2022 Swenson Say Faget - All Rights Reserved
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ISSUE DATE: SEPTEMBER 30, 2022
REVISION SCHEDULE
Rev # Date Description
2 01-04-23 Permit Resubmittal
RESUB
1 /26/2023
CONTENTS: CITY OF EDMONDS
DEVELOPMENT
ICES
Vault Seciions and
Details
SCALE:
DRAWN:
DJN
CHECKED:
RHR
PROJECT NO:
12034-2021-01
SHEET:
S3ml