REV1 APPROVED BLD2022-1319+Structural_Plan+8.21.2023_2.42.53_PM+3737914Plan Notes
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1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT EXPLICITLY CALLED
OUT ON THE PLANS OR DETAILS.
2. REFER TO ARCHITECTURAL DRAWINGS FOR ALL SLAB SLOPES, SLAB DEPRESSIONS, AND SLAB FINISH
REQUIREMENTS. TOP OF SLAB ELEVATIONS ARE ASSUMED. VERIFY TOP OF SLAB ELEVATIONS WITH
ARCHITECURAL DRAWINGS.
3. SLAB ON GRADE SHALL BE 4" THICK AND REINFORCED WITH 6X6 W1.4XW1.4 WWM CENTERED IN SLAB.
PROVIDE MINIMUM VAPOR BARRIER PER GEOTECHNICAL REPORT BELOW SLAB AT INTERIOR SPACES OVER
FREE -DRAINING CAPILLARY BREAK OVER SUBGRADE PREPEARED PER GEOTECHNICAL REPORT.
4. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO DIVIDE SLAB INTO RECTANGULAR AREAS
OF 400 SQFT OR LESS. AREAS SHALL BE APPROXIMATELY SQUARE AND HAVE NO ACCUTE ANGLES. JOINT
LOCATIONS MUST BE APPROVED BY ARCHITECT. REFER DETAIL 2/S4.11
5. SEE ARCHITECTURAL/MECHANICAL/PLUMBING/CIVIL DRAWINGS FOR UNDER SLAB PIPING. COORDINATE
FOUNDATION DEPTHS AND PIPING IN ACCOURDANCE WITH 7/S4.11. DO NOT ROUTE PIPING THROUGH GRADE
BEAMS OR PILE CAPS WITHOUT APPROVAL FROM ENGINEER OF RECORD.
6. PROVIDE CORNER REINFORCEMENT PER 6/S4.11 IN ALL WALLS, GRADE BEAMS AND FOOTINGS, U.N.O.
7. SEE S4.00 SERIES SHEETS FOR TYPICAL CONCRETE DETAILS.
8. REFERENCE ARCHITECTURAL DRAWINGS FOR WATERPROOFING DETAILS AND REQUIREMENTS.
9. REFERENCE ARCHITECTURAL DRAWINGS FOR MISC. EMBEDS REQUIRED AT NON-STRUCTURAL ELEMENTS.
10. REFER TO THE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
Leaend
0 STEM WALL & FOOTING
r - - - - J L J STRUCTURAL WALL OR POST ABOVE
L _ _ _ _ J L J
NON-STRUCTURAL WALL BELOW
I'll %, SPAN DIRECTION
EXTENT OF JOISTS
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
BLD2022-1319
REVISION
8/21 /23
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
BUILDING OFFICIAL
Sep 07 2023
APPROVED DATE
The following documentation shall be available on
site for the building inspector:
!
■
! x❑ COE APPROVED ARCHITECTURAL PLAN SET
; ❑x COE APPROVED STRUCTURAL PLAN SET
:
COE REVIEWED CALCULATION PACKET
■
-
. ENERGY CREDIT WORKSHEET
!
❑ SITE PLAN
!
■
■
CIVIL PLAN
■
-
RREVISED STRUCTURAL SHEETS S4 . 11, S2 .22 AND S2.12
■
■
REVISED ARCHITECTUAL SHEETS tl . 12 . al . 10 a2.11 a2. 11 a2. 12 a3.0 a7 .2
a7.11
■
- CITY OF EDMONDS BUILDING DEPARTMENT 2021
■
------------
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stair walkway post ftg)
2-0"x2'-0" x 12"dp.
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16
Level 1 Foundation Plan - Building C & D
Scale: 1/81, = 1'-01,
HDU5 2'-0"x2'-0" x
FTG W/ (2) �
E.W. BOT (ty
bike storage
HDU5
HDU5
HDU5
HOUSING
HOPE
we keep hope alive
DESIGNS
northwest
ARCHITECTS
360. 629. 3441
P.O. Box 1270
10031 SR 532, Saite B
Stanwood, WA 91292
www.de si gns_w .
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
CONSTRUCTION
DOCUMENTS
ISSUE DATE: DECEMBER 09, 2022
REVISION SCHEDULE
Rev #
Date
Description
1
10-19-22
Bid Set
2
01-25-23
Permit Resubmittal
3
03-17-23
Conformed Set
6
08-15-23
RFI-23
r� o
CONTENTS:
FOUNDATION
PLAN
C & D
- BUILDING
SCALE:
1/8" = 1'-01,
DRAWN:
DJN
CHECKED:
RHR
PROJECT NO:
12034-2021-01
SHEET:
S2n12
Plan Notes
1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS.
2. TYPICAL FLOOR FRAMING CONSISTS OF FINISHED FLOOR PER ARCHITECTURAL OVER 1" CONCRETE TOPPING (120
PCF MAX DENSITY) OVER 3/4" T&G PLYWOOD, FACE GRAIN PERPENDICULAR TO SUPPORTS OVER JOISTS PER PLAN.
NAIL SHEATHING WITH 8d @ 6" O.C. EDGES AND OVER SHEARWALLS/DRAG STRUTS, 12" O.C. FIELD.
3. TYPICAL ROOF FRAMING CONSISTS OF ROOFING PER ARCHITECTURAL OVER'/z" CDX PLYWOOD, FACE GRAIN
PERPENDICULAR TO SUPPORTS OVER JOISTS PER PLAN. NAIL SHEATHING WITH 8d @ 6" O.C. EDGES AND OVER
SHEARWALLS/DRAG STRUTS, 12" O.C. FIELD.
4. TYPICAL EXTERIOR HEADERS SHALL BE FLUSH FRAMED. RIM JOIST SHALL BE MINIMUM 13/4" THICK LSL AND BE
CONTINUOUS OVER OPENINGS. PROVIDE JOIST HANGER TO RIM WHERE JOISTS PERPENDICULAR TO OPENINGS.
5. TYPICAL INTERIOR HEADERS OVER OPENINGS IN STRUCTURAL WALLS SHALL BE (2) 2x8 U.N.O. REFER TO 3/S6.11.
6. SEE S600 SERIES SHEETS FOR TYPICAL WOOD FRAMING DETAILS.
7. PROVIDE A MINIMUM OF (2) BEARING STUDS AT EACH END OF ALL HEADERS AND BEAMS U.N.O.
8. ALL BUNDLED STUDS CALLED OUT AT ENDS OF HEADERS AND BEAMS SHALL BE PROVIDED AT EACH LEVEL
BELOW WHICH THE MEMBER OCCURS. REFER TO 4&8/S6.11 FOR BUNDLED STUD FRAMING REQUIREMENTS.
9. "BW" INDICATES BEARING WALL BELOW FRAMING SHOWN. REFER BEARING WALL SCHEDULE. ALL STRUCTURAL Q
WALLS SHOWN ARE TO BE BW1 UNLESS NOTED OTHERWISE. ALL BEARING WALLS SHALL BE DOUG-FIR #2, 2
2/DOUG-FIR SPECIES TOP & BOTTOM PLATES. NON -BEARING WALLS SHALL BE 2x4 OR 2x6 @ 12" oc.
10. "W" INDICATES PLYWOOD SHEATHED SHEARWALL BELOW FRAMING SHOWN. REFER SHEARWALL SCHEDULE ON
DETIAL 2/S6.11. PROVIDE JOIST OR BLOCKING ABOVE ALL SHEARWALLS PER DETAIL 6/S6.11. ALL EXTERIOR
WALLS SHALL BE W6 UNLESS NOTED OTHERWISE.
11. REFER 10/S6.11 FOR NAILING AT SHEARWALL INTERSECTIONS.
12. ALL LOCATIONS OF PENETRATIONS IN FLOOR AND WALL FRAMING SHALL BE COORDINATED WITH MECHANICAL
DRAWINGS AND REQUIREMENTS SHOWN ON S6.41. PLUMBING, MECHANICAL AND ELECTRICAL SYSTEMS SHALL
BE DESIGNED AND BUILT TO ACCOMMODATE A %" PER FLOOR WOOD SHRINKAGE.
13. PROVIDE 3%" LSL RIM AT 2x4 WALLS AND 5%" PSL RIM AT 2x6 WALLS, AROUND ALL STAIR, ELEVATOR, AND
MECHANICAL SHAFTS, TO COMPLY WITH FIRE SEPERATION RATING PER ARCHITECT.
14. NOTCHES AND HOLES IN MANUFACTERED LUMBER AND PREFABRICATED PLYWOOD WEB JOISTS SHALL BE PER
THE MANUFACTURERS RECOMMENDATIONS UNLESS NOTED OTHERWISE.
15. HANDRAILS AND GUARDRAILS, INCLUDING CONNECTION TO THE MAIN STRUCTURE, ARE DESIGN -BUILD BY
GENERAL CONTRACTOR PER GENERAL STRUCTURAL NOTES.
16. REFERENCE ARCHITECTURAL AND BUILDING ENVELOP DRAWING FOR WATERPROOFING DETAILS AND
REQUIREMENTS.
17. REFER TO 4/S6.51 FOR SUPPORT OF ERV MECHANICAL UNITES. A
18. REFER TO THE GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
Legend
0 ® STRUCTURAL WALL OR POST BELOW SPAN DIRECTION
L _ _ _ _ J L J STRUCTURAL WALL OR POST ABOVE < e > EXTENT OF JOISTS
NON-STRUCTURAL WALL BELOW HEADER/BEAM PER PLAN
Flush Beam Schedule
Joist Schedule
Mark
Beam
Hanger
Bearing Studs
Mark
Joist
B1
LSL 1%x 11%
HU11
2
A
11% TJI/110 @ 16" oc
B2
B3
LSL 32 x 11%
PSL 5% x 11 %
HU412
HGUS 5.50/12
2
3 11
J2
J3
11%TJI/560 @ 161, oc
2x10 @ 16" oc.
B4
PSL 7 x 11%
HGUS 7.25/10
4
J4
2x4 @ 12" oc.
B5
412
HUC412
2
3
3
2
o
B6
6x12
HUC612
B7
GL 5 a x 10 2" STRINGER
HUC610 w/ SLOPED SEAT
B8
44
HU44TF
Bearing Wall Schedule
Mark
Level
2x4
2x6
BW1
ROOF
@ 16" oc
@ 16" oc
LEVEL 3
@ 16" oc
@ 16" oc
LEVEL 2
@ 12" oc
@ 16" oc
Post Schedule
Mark
Post
Remarks
Pi
6x6 POST W/ CCQ/ECCQ CAP &
ABU BASE
P2
6x6 POST W/ CCQ/ECCQ CAP &
(2)HGA10 BASE
6x6 STRONGBACK W/
* POST TO RECIEVE
P3
(2) A35 TOP & BOT
PRE-ENGINEERED
CANOPY BY OTHERS
P4
44 POST W/ CCQ CAP & ABU
BASE
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Level 2 Framing Plan - Building C & D
Scale: 1/8" = V-0"
HOUSING
HOPE
we keep hope alive
DESIGNS
northwest
ARCHITECTS
360.629.111,
P.O. Box 1270
10031 SR 532, Site B
Stanwood, WA 9s292
www.de igns nw. COM
\Irfj"w
L
ENNEEIN
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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CONSTRUCTION
DOCUMENTS
ISSUE DATE: DECEMBER 09, 2022
REVISION SCHEDULE
Rev #
Date
Description
1
10-19-22
Bid Set
2
01-25-23
Permit Resubmittal
3
03-17-23
Conformed Set
6
08-15-23
RFI-23
r= o
D 0
CONTENTS:
LEVEL 2 FRARM&
PLAN - BUIL.DNQ
TY
C & D CIDEVOELOPMEENTS
SERVICES DEPARTMENT
SCALE: 1/8" = 1'-0"
DRAWN: DJN
CHECKED: RHR
PROJECT NO: 12034-2021-01
SHEET:
S2n22
D 3'-0" min.
• ALL FASTENERS INTO PRESSURE
SECOND POUR FIRST POUR
TREATED WOOD SHALL BE GALV.
PANEL EDGE NAILING OVER
OR STAINLESS STEEL PER
HOLDOWN STUDS/POST
GENERAL NOTES
SEE PLAN FOR SLAB
1/8" x 11/2 PRE —MOLDED SEE PLAN FOR SLAB
KEYED JOINT.
HOLDOWN (where occurs)
• REFER SHEARWALL SCHEDULE FOR
THICKNESS AND
CONT. MASTIC JOINT STRIP. THICKNESS AND
STOP REINF. 1" CLEAR
CONCRETE WALL
PER PLAN W/ A.B. PER
ADDITIONAL RIM & SILL PLATE
REINFORCING (typ.)
(joint may be saw cut at REINFORCING (typ.)
OF JOINT EACH SIDE
SIZE REQUIREMENTS
contractor's option)
ADD DIAGONAL IN WALL
HOEDOWN SCHEDULE
MATCH WAL TO L REINF.
SHEARWALL PER PLAN
P.T. 2x PLATE W/ A.B.
PER SHEARWALL SCHEDULE
NAILING PER SHEARWALL
(5/8" 0 @ 48"oc elsewhere)
o X
a
SCHEDULE
SLAB ON GRADE
//\//e%N CD
(2)#4 CONT. TOP
(1 ea. side of a.b.)
rl :1
-
PER PLAN
/\\//\\//\\//\\//\\//\\//
/\ rIN,
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r\ r\ r\ r\ r\ r\ r\ r, r\ r\ r\ r\ r\ r\ r\ r\ i
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/ //,
oo
11
fi
a a a a a a
CUT ALTERNATE
PLASTIC VAPOR BARRIER
PLASTIC VAPOR BARRIER
NORMAL FOOTING/\\/\\/\\\\�
WIRES AT JOINT
AND COMPACTED GRANULAR
AND COMPACTED GRANULAR
REINFORCING / /\//\//\\/
\\/\
/\//\//\//\//\//\///\//
\/� /\/.\/\/.\/.\/.\/.\/.\/.\/.
FILL PER PLAN
FILL PER PLAN
, /\\j\\j\\j�\j\\j\\j\
;//\
#4 @ 18„ oc VERT. CTRD.
//
PROVIDE CONTROL OR CONSTRUCTION\\/
ADD BARS TO /\//' �'
II
MATCH NORMAL
I E
//�i//
/
(alt. bends)
JOINTS IN SLABS ON GRADE TO BREAK
\ o •`—'
\
REINFORCING / //\
j\ j\
r\/\/\
4 @ 12 oc HORIZ. CTRD.
# „
\\\\�
Control
Joint
UP SLAB INTO RECTANGULAR AREAS
Construction Joint
///\\j/\\j/\\j/\\j/\\j/\\\j/_1 Nz\\j\�
/
�/
OF 250 SQUARE FEET OR LESS. AREAS
LINE OF EXCAVATION j��j��j��j��j��j��j��j� ��j�\\j
o
lo,
(2)#4 CONT. BOT.
TO BE APPROX. SQUARE AND HAVE NO
/
\/�
//\\
ACUTE ANGLES. JOINT LOCATIONS TO
BE APPROVED BY THE ARCHITECT.
FOOTINGREINFORCING
gx\<1</NORMAL
2
3
5"
8"
5"
4
Typical Slab Joints w.w.m.
yp � )
Typical Stepped Footing
Yp pp 9
Exterior
a I w/ Slab on Grade
PER ARCH.
PANEL EDGE NAILING OVER
SHEATHING CAN BE PLACED
CORNER BARS TO
CORNER BARS TO
HOLDOWN STUDS/POST
ON EITHER FACE OF WALL
CORNER BARS TO
MATCH CROSS WALL CORNER BARS TO
MATCH CROSS WALL
P.T. 2x PLATE W/ A.B.
MATCH EXTERIOR
HORIZ. REINF. MATCH HORIZ. REINF.
HORIZ. REINF.
Q
SHEARWALL PER PLAN
PER SHEARWALL SCHEDULE
HORIZ. REINF.
(alt. hooks)
(5/8" 0 @ 48"oc elsewhere)
Q
HOLDOWN (where occurs)
o \//\//\// \//\//\/ ///\//\
=_/\\/ \\/
PER PLAN W/ A.B. PER
HOEDOWN SCHEDULE
EMBED HEADED BOLT OR ALL—
....... /\\/\\
THREAD W/ WASHER &NUT 9"
NAILING PER SHEARWALL
SCHEDULE
@ HDU HOEDOWNS IN LIEU OF
A.B. PER HOLDOWN SCHEDULE
/////\\
j\\j/\\j
(5/80 @ HDU2, HDU4 & HDU5,
ADDITIONAL
TYP. CORNER
ADDITIONAL TYP. CORNER
j /\\
PIPE SLEEVES //\//\/ \//\ j /\\//\\
SLAB ON GRADE
PER PLAN/s"0
@ HDU8, 1" @ HDU11)
VERT. BARS
BARS: 24
VERT. BARS BARS: 24
AS REQD.
%:�' %//% //% ' \// '//%//%/ \//%//% 1//%'
CD
\ /\\/\\\
CROSS WALL
CROSS WALL
:' /
\ \\ \\ \\ \\\ \\ \\ \\ \\ \ 1
%//%//%\/h�
\\/\\/\\/\\/\\/\\\\\\/ \\\
\/\/\/\/\/\/\/\//\/\/
•ALL FASTENERS INTO PRESSURE I� /////////\///\/
\
TREATED WOOD SHALL BE GALV.
(2)#4 CONT. TOP & BOT.
2'-0" min. EXCAVATION NOT
OR STAINLESS STEEL PER
12-6"
ALLOWED BELOW
GENERAL NOTES
u.n.o.
Double Curtain
Single Curtain
THIS LINE
• REFER SHEARWALL SCHEDULE FOR
ADDITIONAL RIM & SILL PLATE
SIZE REQUIREMENTS
6
7
Q
Typical Corner
yp
Bars at Concrete Walls and Footings
9
Pipe and Trench Locations
p
Interior
Part Wall
y
w/ Thickened Slab O
I
HOLDOWN POST
(Install with arrow
45° Q
ANCHOR BOLT, TYP. PER SCHEDULE
I
I I PANEL EDGE NAILING
I I
POST, PLINTH, & FTG.
on top of the bolt
I'
I I OVER ALL HOLDOWN
oriented as shown)
a °
a
OUTER EDGE OF HDU HOLDOWN I
CONCRETE, TYP.
I I STUDS
I I
PANEL EDGE NAILING OVER
SHEATHING CAN BE PLACED
Corner
� 24 ° °
° �
I FRAMING CONT.
POST PER PLAN
HOLDOWN STUDS/POST
ON EITHER FACE OF WALL
Installation
0" SHEARWALL PER PLAN
I I WHERE OCCURS
I I
10 sq. PLINTH REINF. W/
(4)#4 x L VERT. & #3 x�
SHEARWALL PER PLAN
P.T. 2x PLATE W/ A.B.
ABU SERIES
@ 6 oc W/ (3)#3 x IN POST BASE W/
PER SHEARWALL SCHEDULE
(5/8" 0 @ 48"oc elsewhere)
a a a a
SSTB PER SCHEDULE
TOP 5" OF PLINTH 5
/8"0x7" A.B.
were occurs
HOEDOWN (where)
CONT. #4 EA. SIDE OF a°
�
° a
. WALKWAY BY OTHERS
CONIC.
PER PLAN W/ A.B. PER
HOLDOWN SCHEDULE
EMBED HEADED BOLT OR ALL —
ANCHOR BOLT a
Q a°
r
THREAD W/ WASHER & NUT 9»
(Bolt may be installed
135'/90'/45°
a
°a a
°
3
_ �_
— — — °°
NAILING PER SHEARWALL
SCHEDULE
@ HDU HOLDOWNS IN LIEU OF
A.B. PER HOLDOWN SCHEDULE
@ 45° to 135° as shown
°
Holdown Schedule
\r
` �` \ \\ \\ / / / / / /
//\//\//\//\//\�
SLAB ON GRADE
5 »
(/8 @HDU2, HDU4 &HDU5,
Non -Corner
�`
�' s
Plan Anchor A.B. Holdown Post 0
5 %\/\\/\/\\/\\/ /\\/\\/\\/\\/\\/\ �
\��\��\//\// \//\//\�/\�
PER PLAN
7 8"0 @ HDU8 1" @ HDU11
/ )
Installation
a
0' Mark Screws
Bolt Embed if 2x4 if 2x6
FOOTING SIZE & //\\/�/ //�\��' I
-
HDU5—SDS2.5 (14)SDS 1 /4%21/2" SB5 /8x24 1811 44 46AA
REINF. PER PLAN j�\/ �\\�\
HDU8—SDS2.5 (20)SDS 1/4%21/2"
SSTB28 247/8" 4x6 6x6
ALL FASTENERS INTO PRESSURE%� Sri/\//\��
TREATED WOOD SHALL BE GALV.%\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/%
\
\� \��/�\//\//\//\/ ^ I
: \\ \\ \\ \\ \\ \\'
�5��/�
\ \\ \\ \\ \\ \\ \\ \\ \\ \\
//
°°
\\�\\�\\�\\�\\�\\�\\�\\�\\�\\�
OR STAINLESS STEEL PER
\///.\I A N,,,I A\///.\///.\//A \ 011'\.
\////
\ \ \ \
\/\
Install with arrow o 135° �
( o �
on top of the bolt .a
1 1
HDU11—SDS2.5 (30)SDS /4 x2/2
SB1x30 24 4x8 6x6
GENERAL NOTES
• ALL FASTENERS INTO PRESSURE
»
1
(2)#4 CONT. TOP & BOT.
oriented as shown) oa
o
o N
0 MINIMUM SIZE OF POST AT END
OF WALL UNLESS OTHERWISE
TREATED WOOD SHALL BE GALV.
STEEL PER
—6
u.n.o.
Corner a
o
NOTED ON FRAMING PLANS.
GOENERALNNO ES
Installation
a
o a 0°
• REFER SHEARWALL SCHEDULE FOR
ADDITIONAL RIM & SILL PLATE
SIZE REQUIREMENTS
12
Typical HDU Holdown
Deck or Canopy Post Footing - Square Plinth
Interior Wall
w/ Thickened Slab
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
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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CONSTRUCTION
DOCUMENTS
ISSUE DATE: DECEMBER 09, 2022
REVISION SCHEDULE
Rev #
Date
Description
1
10-19-22
Bid Set
2
01-25-23
Permit Resubmittal
3
03-17-23
Conformed Set
5
08-14-23
ASI-01
6
08-15-23
RFI-23
C A
CONTENTS:
CONCRETE REVISION
DETAILS 8/21/23
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
SCALE:
DRAWN: DJN
CHECKED: RHR
PROJECT NO: 12034-2021-01
SHEET:
S4n11
Ly1■yze)*1aV-1L,111