APPROVED DEF SUB 13- BLD2018-1622+BALCONIES +3.7.2022_1.54.37_PM+2721873CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Cary Kopczynski & Company
10500 NE 8th Street, Suite 800
Bellevue, WA 98004
Rim P: (425) 455-2144
STRUCTURAL ENGINEERS WWW.CkCpS.COm
LETTER OF TRANSMITTAL
DATE: 03-23-21
ATTN: Lucas Branham
Studio Meng Strazzara
2001 Western Ave., Suite 200
Seattle, WA 98121
PHONE: (206) 587-3797
RE: Edmonds HWY 99 Apartments
VIA: Email
BLD201Q%WM218!3
DEFERRED
SUBMITTAL #13
BALC(30E P")VAL
(ONLY)
FOR REVIEW & COMMENT
COPIES DESCRIPTION
1 CKC Response - Submittal 05 1100-06 - Canopies & Juliette Balconies
REMARKS:
SIGNED:12� �,r 3361�"
Joel Kipple, PE, SE
Project Manager
Associate
■ AS REQUESTED
■ FOR YOUR USE
COPY:
Titus Uomoto GRE
Brad Carpenter GRE
Ben Lek GRE
LEADERS IN BUILDABLE DESIGN
SEATTLE I SAN FRANCISCO I LOS ANGELES I CHICAGO
RECEIVED BY CKC
Mar 22, 2021
c�
Sent To: Lucas Branham
SUBMITTAL
Firm: Studio Meng Strazzara
Address: 2001 Western Ave, Suite 200
Seattle, WA 98121
Return To: Ben Lek
Firm: GRE Construction LLC
Address: 2801 Alaskan Way, Suite 310
Seattle, WA 98121
Project: GRE Edmonds 99
Spec Section #: 05 1100
Submittal #: 05 1100-06
Submittal Name: Canopies & Juliette Balconies
Revision #: 0
Sent Date: 03/22/2021
Required Date: 03/29/2021
Description
Submittal
Type
Spec
Section
Notes
Juliette Balcony Anchor & Rails
Shop Drawing
051100
[select type]
Remarks/Comments/Stamps:
Project (G-
ElGRE Edmonds 99 Reviewed ❑ Reviewed as Noted
❑ Revise & Resubmit ❑ Rejected
Reviewed by Ben Lek Date 3/22/2021
Submittal # 05 1100-06 Spec #
This submittal/shop drawing has been reviewed by GRE Construction LLC
for general conformance with design concept only and does not relieve
this Subcontractor or Supplier of the responsibility for compliance with the
Contract Documents, applicable codes, and laws, all of which have priority
over this submittal. Subcontractor/Supplier is responsible for all
dimensions and fabrication to be confirmed at the jobsite.
Submittal Review for Elements Designed by Others
❑ NO EXCEPTION TAKEN
❑ REVISE AND RESUBMIT
❑ SUBMIT SPECIFIED ITEMS
❑✓ MAKE CORRECTIONS NOTED
❑ REJECTED
❑ NOT REVIEWED
ma
STRUCTURAL ENGINEERS
ANY ACTION NOTED ABOVE IS SUBJECT TO THE REQUIREMENTS OF THE PROJECT
PLANS AND SPECIFICATIONS.
CKC IS ENTITLED TO RELY ON THE COMPLETENESS AND ACCURACY OF ALL
INFORMATION IN THIS SUBMITTAL. OUR REVIEW WAS ONLY TO CHECK FOR GENERAL
COMPATIBILITY WITH THE DESIGN INDICATED IN DOCUMENTS PREPARED BY CKC. IT
WAS NOT PERFORMED FOR THE PURPOSE OF DETERMINING DESIGN ADEQUACY,
SUITABILITY, OR COMPLETENESS FOR THE SUBMITTED ELEMENTS, OR FOR CHECKING
DESIGN CALCULATIONS OR DESIGN ASSUMPTIONS.
CKC'S REVIEW DOES NOT RELIEVE OTHER PARTIES FROM RESPONSIBILITY FOR
ADEQUACY, ACCURACY, AND COMPLETENESS OF DESIGN OF THE SUBMITTED
ELEMENTS, INCLUDING ATTACHMENTS; CORRECTNESS OF DIMENSIONS AND
QUANTITIES; VERIFICATION OF PHYSICAL INTER -RELATION OF ELEMENTS; AND
CONSTRUCTION PROCEDURES, TECHNIQUES AND SEQUENCES.
BY JK
DATE 3/23/2021
CKC Notes for Entire Submittal:
Stamp applies to all sheets of this submittal.
Original Juliette Balcony support is per CKC structural detail 13/S9.03. Alternate design is
structurally acceptable as noted and as shown on the attached CKC structural sketch
SSK-1 Sub 05 1100-06.
05 1100-06 Canopies & Juliette Balconies
CITY OF EDMONDS
I_DEVELOPMENZ SERVICES
DEPAR-WENT
41rule
99 Edmonds
Juliette Balcony Anchors and Rail
Edmonds, Washington
Project Engineer: Andrew L. Herrick, RE.
Sliderule Engineering Works, LLC
227 `E' Street Southeast
Auburn, Washington 98002
(206) 380-0732
Design Criteria: 20181nternational Building Code
Live Load: 50 plf, 250# point load
Use: All steel members and connectors exposed to weather shall be galvanized.
All steel plates minimum A-36 per ASTM Structuraf Steel Specifications, Fy = 36ksi.
All hollow steel shapes shall be A-500 per ASTM Structural Steel Specifications, Fy = 46ksi
Steel Welding use: E70XX Electrodes for all welds, unless noted otherwise.
E70XX Electrodes for all steel welds, unless noted otherwise.
A-325 bolts at steel to steel connections (minimum)
A-307 bolts at steel to wood connectors (minimum)
All field welding shall be by WA80 certified welder and be reviewed by special' inspector.
05 1100-06 Canopies & Juliette Balconies
227'e'street southeast, auburn, swashington 98002-5518 t --�205 +380 -0732, e-mail = alhpe_sfiderule@q.com RECEIVED BY CKC
Mar 22, 2021
CITY OF EDMON
DEVELOPMENT SEF
4tI(
@
C2� tS7
Il
c-,,
s ! ' 1'7
_ � ) =Vb�
I7a
1
05 1100-06 Canopies & Juliette Balconies
RECEIVED BY CKC
Mar,22, 2021
1Ak7
sac? 4
��- oy-
x Asti - �-Z,
[2) 112,114 L46)t�
V)0��' °
RFEVI;
Mar 0
05 1100-06 Canopies & Juliette Balconies i CITY of E
RECEfVEDF6Y'6,C
Mar 22, 2021
SIMPSON A35 CLIP 12"oc gam °
Tbtt�r`�
(2) ROWS OF 10d COMMON 5 7H,��
@ 6"OL STAGGERED ACRO55 �
BULL LENGTH{ OF BEAMS
GYPGRETIM REF iREAi D"ROiJ RO=
PLAK
FLOOR SHEATHINC7 IS IE s FC r REATJEi7 ��
F,EF PLAN Rt S €SERE"RE ' m
� to
Y r f 000 BEAM, V • i '�
REF 14/5G.02
S
WOOD BEAM, REF 1q/5q.02
NOTES:
1. REF 1q/5q.02 FOR INFORMATION NOT NOTED.
2. SUBMIT BALCONY OF-5I6N DRANIN65 WITH 5UPPORTIN6
STRUGTURAL CALCULATIONS TO CKG FOR REVIEN FRIOR
TO FABRTGATION AND INSTAI.LATION. DESIGN SHALL BE
PREPARED BY A fi ROFF55IONRL ENGINEER LICENSED IN
THIS 5TATE OF WA5HINGTON,
3. PROVIDE 5Ef ARATION OF 0I55IMILAR MATERIALS A5
REOUIRIED.
4. ALL 5TEEL FXPOSED TO �NEATHER SHALL BE HOT -DIPPED
GALVANIZED.
FREF AR,CHTTECTURAL DRAWINGS FOR WEATHERFROOFTNG
REC�UIREMcNTS..... ,,
11 2'-0" MIN 3'-0" MAX
2'
~ STUDS, REF INALL
5TUD 56HED
n
REF ARCH FOR
BLOCK AT DOOR
THRESHOLD
DOUBLE 1 3/4" WIVE
LVL RIME30ARD5
"
5PIKED TOOETHER
wl 10d COWON
NAIL5 @ 4"oc
EA SIDE ST/�GGERED
v m. %s
8 WA5HiER�"x3/ib"
i NUT AT EA ROD
g
V FREMANUFA6TURED
BAL�F �-i
(Ry. NOTE5)
3
MIN
JOIST PARALLEL TO HALL
�MppOp4 DL4gOL
I---
ftmowAn
PSI L AF�'� ��5 GENERALLY AND 15 NOT REFERENCED IN VRAJN
.E
O
U
t6
m
AIHOR
(56LCON'
T%-VERI
Lo
O
KNIFE E
GENTERE
FLATS At
(BALCON
TO VERI
S �
4 rW17
�} � � ..n • r s d rd �. eaa . "- .:.... ...--. ....., s--a-r..,4 c r '��.ot� lE ���`.I' � rr A 't
ID
pL
F � a
a
3.
�E�
Ti p I (-A LG .r
o X
m �M
<n G
O r m0<
� o
A,m ZI
VrIz-
WINTERSKYINC
EDMONDS 99
3/22/2021
JUILETTE -FYPE #1
UNIT#
#OFRFB #OF JUILETTE RAILS
401
2
1
402
2
1
403
2
1
404
4
2
405
2
1
406
2
1
407
2
1
412
2
1
413
2
1
414
2
1
415
2
1
416
2
1
-421
2
1
423
2
1
424
2
1
425
2
1
425
2
1
427
2
1
428
2
1
429
2
1
436
2
1
436
2
1
438
2
1
439
2
1
501
2
1
502
2
1
503
2
1
504
4
2
505
2
1
505
2
1
507
2
1
512
2
1
513
2
1
514
2
1
515
2
1
516
2
1
521
2
1
522
2
1
523
2
1
524
2
1
525
2
1
526
2
1
527
2
1
529
2
i
536
2
1
537
2
1
538
2
1
539
2
1
601
2
1
602
2
1
603
2
1
625
2
?
628
2
1
638
2
1
639
2
1
701
2
1
702
2
1
704
2
1
722
2
1
725
2
1
738
Z
1
739
z
z
REVISION
128
64
Mar 07 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
05 1100-06 Canopies & Juliette Balconies
RECEIVED BY CKC
Mar 22, 2021