REV6 APPROVED BLD REV 6 BLD2018-1622 Hold downs - STRUC PLANSCary Kopczynski & Company
10500 NE 8th Street, Suite 800
Bellevue, WA 98004
ffm P: (425) 455-2144
STRUCTURAL ENGINEERS www.ckcps.com
LETTER OF TRANSMITTAL
DATE: 03-11-21
ATTN: Lucas Branham
Studio Meng Strazzara
2001 Western Ave., Suite 200
Seattle, WA 98121
RECEIVED
May 11 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
PHONE: (206) 587-3797
RE: Edmonds HWY 99 Apartments
VIA: Email
COPIES DESCRIPTION
1 CKC Response - Submittal 06 5600-02 - Holdowns - Calcs & Shop Drawings
REMARKS:
SIGNED:*4-ee r
Joel Kipple, PE, SE
Project Manager
Associate
COPY:
Titus Uomoto
Brad Carpenter
Ben Lek
BLD2021-0652
JOB NO. 1853
❑ FOR APPROVAL
FOR REVIEW & COMMENT
■ AS REQUESTED
■ FOR YOUR USE
GRE
GRE
GRE
LEADERS IN BUILDABLE DESIGN
SEATTLE I SAN FRANCISCO I LOS ANGELES I CHICAGO
RECEIVED BY CKC
Feb 26, 2021
c�
Sent To: Lucas Branham
RECEIVED
May 11 2021
CITY OF EDMONDS
SUBMITTAL DEVELOPMENTDEPARTM NRVICES
Firm: Studio Meng Strazzara
Address: 2001 Western Ave, Suite200
Seattle, WA 98121
Return To: Ben Lek
Firm: GRE Construction LLC
Address: 2801 Alaskan Way, Suite310
Seattle, WA 98121
Project: GRE Edmonds99
Spec Section #: 06 5600
Submittal #: 06 5600-02
Submittal Name: Holdowns- Calcs& Shop Drawing;
Revision #: 0
Sent Date: 02/26/2021
Required Date: 03/12/2021
Description
Submittal
Type
Spec
Section
Notes
Rough Carpentry - Holdowns
Calculations
065600
Rough Carpentry - Holdowns
Shop Drawing
065600
Remarks/Comments/Stamps:
Project (G-
0GRE Edmonds 99 Reviewed ❑ Reviewed as Noted
❑ Revise & Resubmit ❑ Rejected
Reviewed by Ben Lek Date 2/26/2021
Submittal # 06 5600-02 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.
WOOD G0N5TRUGTI0N:
Al
IBG GHAFTER 1105 AND 2303
REQUIRED 5PEGIAL IN5PEG7ION5 AND 7E575 OF WOOD FRAMING
VERIFICATION AND INSPECTION
PERIOD
REFERENCES
SHEAR WALL NAILING
P5
IBG 1105.11.1
NAILING, BOLTING AND ANCHORAGE OF COMPONENTS THAT ARE
PART OF DRAG STRUT BRACES AND HOLD DOAN5 THAT ARE PART
OF THE LATERAL-FORCE-RE5I5TIN6 SYSTEM.
P5
IBO 1105.12.2
, A, A
STRAPS, ROOF CLIP5, HANGERS AND MISC CONNECTORS
P5
I5C 1104.2.5
Submittal Review for Elements Designed by Others
0 NO EXCEPTION TAKEN
❑ REVISE AND RESUBMIT
❑ SUBMIT SPECIFIED ITEMS
❑ MAKE CORRECTIONS NOTED
❑ REJECTED
❑ NOT REVIEWED
99
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 DP/JK
CKC Notes for Entire Submittal:
Stamp applies to all sheets of this submittal.
PLAN REVIEW ACCEPTANCE
FOR COMPLIANCE WITH THE APPLICABLE
CONSTRUCTION CODES IDENTIFIED BELOW.
❑ BUILDING ® STRUCTURAL
❑ MECHANICAL ❑ PLUMBING
❑ ELECTRICAL ❑ ENERGY
❑ ACCESSIBILITY ❑ FIRE
PLAN REVIEW ACCEPTANCE OF DOCUMENTS
DOES NOT AUTHORIZE CONSTRUCTION TO
PROCEED IN VIOLATION OF ANY FEDERAL,
STATE, OR LOCAL REGULATIONS.
06 5600-02
BY: "� 71— ,� ��- DATE:6/1/2021
WEST COAS CODE CONSULTANTS, INC.
DATE 3/11/2021
- Calcs & Shop Drawings
GENERAL NOTES
1. THE SLACKJACK TM DEVICE COMPONENTS INCLUDE:
A.
SJA INNER AND OUTER SLEEVE CYLINDERS
B.
PRE -COMPRESSED COMPRESSION SPRING
C.
NUT: ALL NUTS TO CONFORM TO ASTM A563 GRADE "A" FOR 60 ksi AND
GRADE "C" FOR 120 ksi TENSILE STRENGTH THREADED
RODS.
D.
SWIVEL WASHER
2. ALL
THREADED RODS SHALL CONFORM TO THE FOLLOWING
SHOP DRAWING MARKS:
1.
Rx = ASTM A36 OR A307, fu = 60 ksi.
2.
RxM = ASTM F1554 GRADE 55, fu = 75 ksi.
3.
RxHS = ASTM A449 (fu = 120 ksi UP 1". fu = 105
ksi 1-1/8" THRU 2-1/2")
or ASTM A193137 (fu = 125 ksi).
NOTES:
a.
x = ROD DIAMETER IN EIGHTS OF AN INCH. (ie. R7M
= 7/8" ASTM F1554 GRADE 55)
b.
"M" ROD ARE ZINC PLATED FINISH.
3. STANDARD AND HIGH STRENGTH (HS) RODS ARE BLACK ;STEEL, HS WILL BE MARKED
WITH AN ORANGE TAPE.
4. ALL BEARING PLATES ARE FABRICATED FROM ASTM A36 STEEL.
5. ALL STEEL BEARING PLATES SHALL HAVE FULL BEARING CONTACT AREA ON
WOOD MEMBERS.
6. COUPLING NUT CONNECTION: CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY
THAT AT CONNECTIONS WITH THE SAME SIZE ROD THAT EACH ROD IS THREADED
HALF WAY INTO COUPLER FROM EACH SIDE. HIGH STRENGTH (HS) COUPLERS SHALL
BE USED WITH HIGH STRENGTH (HS) RODS UNLESS NOTED OTHERWISE. STANDARD
STRENGTH COUPLERS ARE ZINC PLATED. HIGH STRENGTH (HS) ARE NOT PLATED.
WHERE REDUCING COUPLERS ARE USED, COUPLER SHALL 13E FULLY SEATED ON THE
LARGER DIAMETER ROD BEFORE ENGAGING THE SMALLER DIAMETER ROD.
SIGHT HOLES ARE PROVIDED ON STRAIGHT COUPLERS ONLY, SIGHT HOLES ARE NOT
REQUIRED ON REDUCING COUPLERS.
7. COLORS REFERENCED ON THIS DRAWING ARE PROVIDED FOR CONVENIENCE TO
THE INSTALLER AND FOR INSPECTION PURPOSES.
8. SILICONE OR CAULKING SHALL NOT BE PLACED INTO THE SLACKJACK DEVICE OR
ANY DRILLED HOLE FOR RODS AT ANY TIME. CONTRACTOR SHALL USE FIRE
RATED ROCKWOOL OR NON -HARDENING FIRESTOP. (PROVIDED BY OTHERS).
9. ANCHOR BOLTS ARE SPECIFIED BY EARTHBOUND TO CONFORM TO THE LOADS
REQUIRED ON THE STRUCTURAL PLANS. CONTRACTOR SHALL BE RESPONSABLE
TO VERIFY AND COORDINATE SCHEDULED ANCHOR BOLTS WITH THESE ASSEMBLIES.
10. HOLDOWN RUN ELEVATION VIEWS ARE DIAGRAMS AND MAY NOT DEPICT THE
CORRECT NUMBER OF COLLECTOR STUDS REQUIRED. REFER TO COLLECTOR STUD
PLAN DIAGRAMS FOR REQUIRED AMOUNT OF ADDITIONAL STUDS DEPENDING ON
SHEAR WALL FRAMING TYPE. ADDITIONAL COMPRESSION STUDS OR POSTS MAY
BE REQUIRED BY THE STRUCTURAL PLANS FOR DEAD AND LIVE LOADS.
11. THIS DRAWING WILL BE REVIEWED BY THE ENGINEER OF RE -CORD. UPON APPROVAL,
U.N.O. THIS DRAWING REPLACES THE HOLDOWN SYSTEM PER THE STRUCTURAL PLANS.
12. ENGINEER OF RECORD SHALL VERIFY COMPLETE LOAD TRANSFER TO FOUNDATION
LEVEL INCLUDING ALL CODE REQUIRED LOAD FACTORS.
13. WOOD FLOOR LEVELS SHOWN ARE RELATIVE TO THE CONCRETE FOUNDATION AND
MAY NOT REFLECT THOSE SHOWN IN THE PLANS.
14. CONTRACTOR MAY SUBSTITUTE POSTS WITH 2x MEMBERS OR VICE VERSA ONLY IF TOTAL
BEARING PLATE AREA ON BOTTOM PLATE IS EQUAL.
15. REFER TO THE COLLECTOR STUD SCHEDULE FOR WOOD STUD AND FLOOR PLATE
MATERIALS USED IN LOAD CALCULATION ASSUMPTIONS. THE MATERIALS SHALL
MATCH STRUCTURAL DRAWING REQUIREMENTS UNLESS NOTED OTHERWISE.
16. FULL HEIGHT COLLECTOR STUD REQUIREMENTS (NOT AT BRIDGE LEVEL - SEE 17A):
A. FULL HEIGHT BUNDLED 2x, 3x COLLECTOR/COMPRESSION STUDS, THE OUTERMOST STUD
FROM EACH SIDE OF THE THREADED ROD SHALL RECEIVE EDGE NAILING PER
THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. EDGE NAILING MAY BE
STAGGERED/DISPERSED ON (2) MEMBERS MAX. ANY REMAINING INTERIOR STUDS SHALL
RECEIVE FIELD NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS.
B. FULL HEIGHT 4x COLLECTOR/COMPRESSION AT OUTERMOST POST FROM EACH SIDE
OF THE THREADED ROD SHALL RECEIVE ONE (1) ROW OF EDGE NAILING PER THE
SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. ANY REMAINING 2x, 3x, 4x
INTERIOR MEMBERS SHALL RECEIVE FIELD NAILING PER THE SHEAR WALL SCHEDULE
OF THE STRUCTURAL PLANS.
C. FULL HEIGHT 6x AND LARGER COLLECTOR/COMPRESSION AT OUTERMOST POST FROM
EACH SIDE OF THE THREADED ROD SHALL RECEIVE TWO (2) ROWS OF EDGE NAILING
PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS. ANY REMAINING
INTERIOR POSTS CAN BE FIELD NAILED PER THE SHEAR WALL SCHEDULE OF THE
STRUCTURAL PLANS.
D. WINDOW AND DOOR TRIMMERS MAY BE USED AS HOLDOWN COLLECTOR STUDS IF
THE FOLLOWING CONDITIONS ARE MET:
- A CONTINUOUS VERTICAL LOAD PATH SHALL EXIST FROM WALL TOP PLTS. TO
WALL BOTTOM PLTS.
- ALL WOOD MEMBERS IN THE CONTINUOUS VERTICAL LOAD PATH SHALL BE
NAILED ACCORDING TO THE EARTHBOUND SYSTEM REQUIREMENTS.
- THE SHEAR PANEL MUST EXTEND TO INCLUDE THE TRIMMERS USED.
E. COMPRESSION STUDS/POSTS SHALL BE INSTALLED SYMMETRICALLY ABOUT ROD.
WHERE QUANTITY OF STUDS IS GREATER THAN THE SPACE BETWEEN ROD OR
BEARING PLATE AND THE END OF SHEAR WALL THE ADDITIONAL REQUIRED STUDS
SHALL BE ADDED TO THE OPPOSITE SIDE OF ROD (ASYMMETRICALLY).
F. STITCH NAILING OF BUNDLED OR BUILT UP STUD PACKS SHALL CONFORM TO
IBC TABLE 2304.10.1.
17. COMPRESSION BRIDGE REQUIREMENTS:
A. ALL FULL HEIGHT 2x AND 3x MEMBERS ON EITHER END OF THE BRIDGE SHALL RECEIVE
EDGE NAILING PER THE SHEAR WALL SCHEDULE OF THE STRUCTURAL PLANS.
B. ALL FULL HEIGHT 4x COLLECTOR/COMPRESSION POSTS DN EITHER SIDE OF THE BRIDGE
SHALL RECEIVE ONE (1) ROW OF EDGE NAILING PER THE SHEAR WALL SCHEDULE OF
THE STRUCTURAL PLANS.
C. ALL FULL HEIGHT 6x AND LARGER COLLECTOR /COMPRESSI ON POSTS ON EITHER SIDE OF
THE BRIDGE SHALL RECEIVE TWO (2) ROWS OF EDGE NAILING PER THE SHEAR WALL
SCHEDULE OF THE STRUCTURAL PLANS.
D. ALL BRIDGE TRIMMERS SHALL BE 2x MEMBERS ONLY (U.N.O.) AND SHALL BE INSTALLED
SYMMETRICALLY AS SHOWN (U.N.O.).
E. ALL BRIDGE TRIMMERS SHALL RECEIVE EDGE NAILING PER THE SHEAR WALL SCHEDULE
OF THE STRUCTURAL PLANS (U.N.O.).
F. THE BRIDGE TRIMMERS ADJACENT TO THE FULL HEIGHT STUDS (ONE EACH SIDE) SHALL
RECEIVE FACE (STITCH) NAILING TWO (2) ROWS AT 4" O.C. TRIMMERS IN ADDITION TO
ONE EACH SIDE SHALL BE STITCH NAILED AT 12" O.C. AS REQUIRED BY IBC TABLE
2304.10.1. FACE NAILS MAY BE NAILED FROM THE OPPOSITE DIRECTION THAN THAT
SHOWN IN THE DETAIL.
G. FACE NAILS SHALL BE 10d MINIMUM. USE 16d NAILS MINIMUM WHEN NAILING
THROUGH 3x STUDS INTO 2x BRIDGE TRIMMERS.
H. IF MULTIPLE BRIDGE TRIMMERS ON EACH SIDE ARE REQUIRED, DO NOT INSTALL THE
TRIMMERS IN ADDITION TO ONE EACH SIDE UNTIL THE FACE NAILING HAS BEEN
INSPECTED AND APPROVED.
I. BRIDGE BLOCK SHALL BE 4x6 DF IN 4x WALLS, 6x6 DF IN 6x WALLS (U.N.O.). BRIDGE
BLOCK SHALL ALWAYS BE 5-1/2" TALL MINIMUM.
J. BRIDGE BLOCK SHALL BE DOUGLAS FIR CONSTRUCTION GRADE WITH MINIMUM 800 PSI
ALLOWABLE BENDING STRESS. TIMBERSTRAND LSL BEAM MATERIAL OF EQUAL OR
GREATER DIMENSION IS AN ACCEPTABLE ALTERNATE (U.N.O.).
K. BRIDGE HEIGHTS SHOWN ARE THE MINIMUM HEIGHT FROM SUBFLOOR TO BOTTOM OF
BRIDGE MEMBER.
L. ONLY COMMON NAILS SHALL BE USED.
18. DRILLED OR BORED HOLES: DRILLED HOLES THROUGH VERTICAL COMPRESSION MEMBERS
SHALL NOT EXCEED 25% OF THE STUD OR POST WIDTH, FOR EXAMPLE: 7/8" DIA. HOLE
IS MAXIMUM ALLOWED IN 3 1/2" WIDE STUD OR POST UNLESS APPROVED BY EOR.
THE BORED HOLE SHALL BE AT LEAST 5/8" AWAY FROM EDGE OF STUD.
19. CUTTING AND NOTCHING: WOOD VERTICAL COMPRESSION MEMBERS ARE PERMITTED TO BE
CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25% OF IT'S WIDTH PER 2308.9.10 PER
IBC 2015.
20. STUD/POST/TRIMMER NOTCHING AT CONFLICTING BEARING PLATES INTERFERENCE.
A. THE MEMBER SHALL BE NOTCHED TO THE EXACT THICKNESS AND AREA OF THE STEEL
PLATE TO MAINTAIN THE FULL BEARING AREA OF THE NOTCHED COMPRESSION MEMBER.
B. IF THE REQUIREMENTS OF ITEM "A" ABOVE ARE NOT MET, THEN ADDITIONAL
COMPRESSION MEMBERS SHALL BE ADDED TO ACHIEVE THE REQUIRED TOTAL BEARING
AREA. ADDITIONAL COMPRESSION MEMBERS SHALL RECEIVE SHEAR PANEL NAILING
PER THE REQUIREMENTS OF THE EARTHBOUND SHOP DRAWINGS.
C. STEEL SHIMS OR FULL WIDTH PLATE MAY BE USED IN LIEU OF NOTCHING.
21. MINIMUM REQUIREMENTS FOR BLOCKING IN THE JOIST SPACE AT HOLDOWN LOCATIONS ARE:
A. BLOCKING SHALL SPAN THE FULL WIDTH OF THE SHEAR WALL TOP PLATE OF THE
FLOOR LEVEL BELOW THE JOIST SPACE.
B. BLOCKING SHALL EQUAL THE OUTERMOST DIMENSIONS OF THE "FOOTPRINT" OF THE
TOTAL HOLDOWN WOOD COMPRESSION MEMBERS OF THE FLOOR LEVELS BELOW AND
ABOVE THE JOIST SPACE.
C. THE SPACE BETWEEN BLOCKING WHERE THE ROD IS LOCATED SHALL NOT EXCEED 3".
D. COMPRESSION CAPACITIES OF BLOCKING MATERIALS SHALL BE EQUAL TO OR GREATER
THAN THE RELATED JOISTS. THE VERTICAL DIMENSIONS SHALL BE EQUAL. SEE
NOTE "E" FOR EXCEPTION.
E. VERTICAL GRAIN BLOCKING SHALL BE TRIMMED TO ACCOUNT FOR POSSIBLE
SHRINKAGE OF THE JOISTS. CONTACT JOIST MANUFACTURER FOR SHRINKAGE
INFORMATION.
F. FLOOR JOISTS SHALL NOT BE REMOVED TO ALLOW FOR THE INSTALLATION
OF BLOCKING. BLOCKING IS IN ADDITION TO THE EXISTING JOISTS.
G. WEB STIFFENERS SHALL BE ADDED TO ENGINEERED LUMBER "I" JOISTS AND
"I" JOIST MATERIAL USED AS BLOCKING. SEE NOTE "B" ABOVE.
ABBREVIATIONS
AB ANCHOR BOLT PER ROD COMPONENT
SCHEDULE
BLKG BLOCKING
C COUPLER
FND FOUNDATION
G HOT DIPPED GALVANIZED ROD OR GALV. TAPPED COMPONENT
GG COUPLER GALV. TAPPED ON BOTH ENDS
GS COUPLER GALV. TAPPED ON SMALL END ONLY
CB CORROSION BARRIER
HS HIGH STRENGTH
SJA 4XY SLACKJACKTM COMPONENT
(X) = SLACKJACK DEVICE SERIES TRAVEL
1=1 INCH (RED), 2=2 INCHES (GREEN)
(Y) = ROD SIZE
JST JOIST
MIN. MINIMUM
O.C. ON CENTER
P PLATE
PG PERPENDICULAR TO GRAIN
R ROD
UNO UNLESS NOTED OTHERWISE
SHOP DRAWING DISCLAIMER
THESE SHOP DRAWINGS ILLUSTRATE THE DETAILS OF THE EARTHBOUND SEISMIC HOLDOWN
SYSTEM. THEY WERE PREPARED IN CONFORMANCE WITH THE STRUCTURAL DESIGN PROVIDED
TO EARTHBOUND CORPORATION ("EB CORP.") BY THE PROJECT OWNER OR ITS REPRESENTATIVE.
EB CORP. TOOK NO PART IN THE PREPARATION OR REVIEW OF SAID STRUCTURAL DESIGN AND EB
CORP DISCLAIMS ANY LIABILITY FOR IT. THE STAMP OR SEAL OF AN EB CORPORATION EMPLOYEE
OR AGENT ON THESE SHOP DRAWINGS PERTAIN ONLY TO THE TRANSFER OF THE FORCES
REQUIRED BY THE ENGINEER OF RECORD ON THE STRUCTURAL DRAWINGS AND NOT TO THE
REVIEW AND ADEQUACY OF THE STRUCTURAL DESIGN.
NO WARRANTY, EXPRESSED OR IMPLIED, AS TO THE ADEQUACY OF THE STRUCTURAL DESIGN IS
MADE BY ANY SUCH STAMP OR SEAL.
COLLECTOR STUD DIAGRAM KEY
WALL TYPE (TYP)
\cn
CnLLI
oQ
CnJ
Cn a
-
LL Q
WOOD SPECIES
FRAMING LVL AND HEIGHT
-APPROX. ROD LOCATION (TYP)
- ANCHOR BOLT LAYOUT DIMENSION (TYP)
STUD OR POST (TYP)
SHEAR WALL STUD/POST (QTY) & DESCRIPTION (TYP)
END MEMBERS (TYP)
COLLECTOR
STUDS REQUIRED
4x WALLS:
0
1
9"
_j
4x6 4x8
J
6x WALLS-
5 2x's TOTAL
1. * (ASTERISK) INDICATES 1/2 HEIGHT TRIMMER (UNLESS NOTED OTHERWISE)
FOR COMPRESSION BRIDGE.
2. COLLECTOR STUDS SHOWN ARE THE MINIMUM REQUIREMENT TO EQUAL
THE UPLIFT TENSION FORCES CALLED OUT BY THE STRUCTURAL DWGS.
ADDITIONAL COMPRESSION STUDS OR POSTS MAY BE REQUIRED BY
STRUCTURAL ENGINEER OF RECORD. APPLIES TO ALL HOLDOWN RUNS.
COMPONENT SELECTION SCHEDULES
EARTHBOUND THREADED ROD CAPACITIES IBC 2015
ROD
SIZE
ROD SIZE
(INCHES)
ALLOWABLE TENSION LOAD
ROD REMARKS
SLACKJACK
SIZE
IBC 2015
R4
1/2" DIA.
4,470 LBS
ASTM A 307 (UNC)
MJ100, MJ200
R5
5/8" DIA.
7,120 LBS
ASTM A 307 (UNC)
SJA 215, 225, 415, 425
R6
3/4" DIA.
10,540 LBS
ASTM A 307 (UNC)
SJA 216, 226, 416, 426, HJA 716, 726
R7
7/8" DIA.
14,540 LBS
ASTM A 307 (UNC)
SJA 217, 227, 417, 427, HJA 717, 727
R8
1" DIA.
19,080 LBS
ASTM A 307 (UNC)
SJA 218, 228, 418, 428, HJA 718, 728
R9
1 1/8" DIA.
24,040 LBS
ASTM A 307 (UNC)
SJA 219, 229, 419, 429, HJA 719, 729
R10
1 1/4" DIA.
30,530 LBS
ASTM A 307 (UNC)
SJA 4110, 4210, HJA 7110, 7210, HJS 4110, 4210, 7110, 7210
R12
1 1/2" DIA.
44,270 LBS
ASTM A 307 (UNC)
SJST 4112, 4212, HJA 7112, 7212, HJS 4112, 4212, 7112, 7212
R14
1 3/4" DIA.
59,830 LBS
ASTM A 307 (UNC)
-----
R6M
3/4" DIA.
13,170 LBS
ASTM F1554 GR55 (UNC)
SJA 216, 226, 416, 426, HJA 716, 726
R7M
7/8" DIA.
18,180 LBS
ASTM F1554 GR55 (UNC)
SJA 217, 227, 417, 427, HJA 717, 727
R8M
1" DIA.
23,850 LBS
ASTM F1554 GR55 (UNC)
SJA 218, 228, 418, 428, HJA 718, 728
R9M
1 1/8" DIA.
30,050 LBS
ASTM F1554 GR55 (UNC)
SJA 219, 229, 419, 429, HJA 719, 729
R10M
1 1/4" DIA.
38,160 LBS
ASTM F1554 GR55 (UNC)
SJA 4110, 4210, HJA 7110, 7210, HJS 4110, 4210, 7110, 7210
R12M
1 1/2" DIA.
55,330 LBS
ASTM F1554 GR55 (UNC)
SJST 4112, 4212, HJA 7112, 7212, HJS 4112, 4212, 7112, 7212
R14M
1 3/4" DIA.
74,790 LBS
ASTM F1554 GR55 (UNC)
-----
R61HS
3/4" DIA.
21,950 LBS
ASTM A193 B7 (UNC)
SJA 216, 226, 416, 426, HJA 716, 726
R7HS
7/8" DIA.
30,300 LBS
ASTM Al93 B7 (UNC)
SJA 217, 227, 417, 427, HJA 717, 727
R8HS
1" DIA.
39,750 LBS
ASTM Al93 B7 (UNC)
SJA 218, 228, 418, 428, HJA 718, 728
R9HS
1 1/8" DIA.
50,090 LBS
ASTM Al93 B7 (UNC)
SJA 219, 229, 419, 429, HJA 719, 729
R10HS
1 1/4" DIA.
63,600 LBS
ASTM Al93 B7 (UNC)
SJA 4110, 4210, HJA 7110, 7210, HJS 4110, 4210, 7110 ,7210
R12HS
1 1/2" DIA.
92,220 LBS
ASTM Al93 B7 (UNC)
SJST 4112, 4212, HJA 7112, 7212, HJS 4112, 4212, 7112, 7212
R14HS
1 3/4" DIA.
124,650 LBS
ASTM Al93 87 (UNC)
-----
COLLECTOR STUD CAPACITY SCHEDULES
COLLECTOR STUD CAPACITIES FOR DOUG FIR STUDS ON
DOUG FIR PLATES
TOTAL
9'-O" CAPACITY **
4'-6"/6'-0" CAPACITY
STUDS REQUIRED
2x4
STUDS
2x6
STUDS
4x4
POSTS
4x6
POSTS
4x8
POSTS
6x6
POSTS
BRIDGE TRIMMERS ONLY
QTY.
PLAN VIEW
NO. OF
BRIDGE TRIMMERS
2x4s
2x6s
SINGLE CAPACITY:
2,739#
5,156#
6,391#
10,015#
13,161#
18,906#
3,281#
5,156#
2
5,478#
10,313#
12,781 #
20,030#
26,322#
37,813#
2*
6,563#
10,313#
3
8,217#
15,469#
19,172#
30,045#
39,484#
56,719#
4
10,955#
20,625#
25,563#
40,059#
52,645#
75,625#
4*
13,125#
20,625#
5
®
13,694#
25,781 #
31,953#
50,074#
65,806#
94,531 #
6
16,433#
30,938#
38,344#
60,089#
78,967#
113,438#
6*
19,688#
30,938#
7
19,172#
36,094#
44,735#
70,104#
92,128#
132,344#
8
21,911#
41,250#
51,125#
80,119#
105,289#
151,250#
8*
26,250#
41,250#
9
24,650#
46,406#
57,516#
90,134#
118,451#
170,156#
10
27,388#
51,563#
63,906#
100,149#
131,612#
189,063#
NOTES: 1) STUDS SHOWN ARE THE MINIMUM COMPRESSION MEMBERS REQUIRED FOR
THE EARTHBOUND SYSTEM.
2) DOUG FIR CALCULATION NOTES: (BASED ON 2015 NDS)
2x4s, 2x6s, 3x4s, 4x4s, AND LARGER (NO. 2 GRADE): F'c PARALLEL = 135J PSI
6x6s AND LARGER (NO. 1 GRADE) F'C PARALLEL = 1000 PSI
3) * DENOTES NO. OF BRIDGE TRIMMERS UNDER COMPRESSION BRIDGE.
4) ** DENOTES THAT FINAL POST HEIGHT SUBTRACTS 4 1/2" FOR 2x TOP PLATES AND 2x BOTTOM PLATE.
EARTHBOUND BEARING PLATE CAPACITIES DF
SJA ROD SIZE CODES
PLATE
SIZE
DIFFERENTIAL
LOAD
COLOR
CODE
PLATE DIMENSIONS INCHES
PART
NO.
ROD
DIAMETER
ROD
SIZE
WASHER
COLOR
WIDTH
LENGTH
THICK.
P6
6,650 LBS
GREEN
3"
3.5"
1/4"
MJ100 or MJ200
1/2"
R4
PURPLE
PS
8,470 LBS
BLACK
3-1/4"
4.25"
1/4"
SJA 2x5 or 4x5
5/8"
R5
BLACK
P10
10,320 LBS
BLUE
3-1/4"
5"
3/8"
SJA 2x6 or 4x6, HJA 7x6
3/4"
R6 or R6HS
GRAY
p12
12,230 LBS
GRAY
3-1/4"
6"
5/8"
SJA 2x7 or 4x7, HJA 7x7
7/8"
R7 or R7HS
BLUE
P14
13,660 LBS
RED
3-1/4"
7"
3/4"
SJA 2x8 or 4x8, HJA 7x8
1"
R8 or R8HS
YELLOW
Pie
18,840 LBS
YELLOW
3-1/2"
9"
1"
SJA 2x9 or 4x9, HJA 7x9
1 1/8"
R9 or R9HS
WHITE
P20
21,020 LBS
BROWN
3-1/2"
loll
1"
SJA 4x10, HJA 7x10, HJS 400, HJS 7x10
1 1/4"
R10 or R10HS
GREEN
P22
23,210 LBS
WHITE
3-1/2"
11"
1 1/4"
SJST 4x12, HJA 7x12, HJS 4xl2, HJS 7x12
1 1/2"
1 R12 or R12HS
RED
P24
24,310 LBS
GOLD
3-1/2"
11.5"
1 1/4"
"x" = SLACKJACK TRAVEL IN "INCHES"
P26
26,490 LBS
ORANGE
3-1/2"
12.5"
1 1/2"
NOTES:
1. TENSION LOAD WAS CALCULATED FROM THE FOLLOWING EQUATION:
A. ASTM A 307 Threaded Rod Capacities are F'u = 60,000 pal. UNC thread pitch
M Rods are based on ASTM F1554 GR55, F'u - 75 kaL
HS Rods are based on ASTM A193 B7, F'u = 125 ksi
B. The IBC 2015 column is calculated in accordance to Section 1905 and ASCE 7-10.
2. PLATE STEEL SHALL BE ASTM A36: F'u = 60,000 PSI.
3. SUBSTITUTIONS OF DESIGNATED BEARING PLATE SHALL NOT BE PERMITTED, OBTAIN
WRITTEN APPROVAL FROM THE ENGINEER.
4. ALL BEARING PLATE CAPACIEITES ARE BASED ON 1-1/16" HOLE, UNLESS NOTED OTHERWISE
TYPICAL
SLACKJACK TM COLOR KEY
PART NO.
SJA 418
RED IYELLOWI
**CAPTURE RING WASHER
COLOR COLOR
** SECONDARY COLOR APPLIES TO HJS MODEL/SERIES
OUTER CYLINDER ONLY.
5. SLACKJACK SELECTION NOTES:
THE SIZES SHOWN ABOVE ARE FOR BOTH ONE AND TWO INCH TRAVEL ("SJA 4xy")
(x = TRAVEL HEIGHT IN INCHES, y = ROD SIZE). TWO INCH TRAVEL SLACKJACKS
ARE REQUIRED ON FOURTH WOOD FRAME LEVELS AND HIGHER.
6. THIS TABLE IS FOR REFERENCE OF FULL PRODUCT LINE, SOME ROD AND PLATE SIZES MAY NOT BE IN USE.
THE ENGINEER OF RECORD SHALL REVIEW AND APPROVE CAPACITIES.
rx
Y Z
X = DETAIL NUMBER
Y = ELEVATION SHEET
Z = DETAIL DRAWN ON
EARTHBOUND DETAIL
BUBBLE LEGEND
DEVICE CAN BE ACTIVATED AS
SOON AS IT IS INSTALLED AND HEX
NUT TIGHTENED IN PLACE.
PULL CL
MINIJACK
CAPTURE RING
(SEE COLOR
CODE)
PULL CLIP
SLACKJACK - IAPMO ER-0429 & LABC LISTED CAPACITIES
COLOR CODE AND MODEL/SERIES TO PART NUMBER CROSS REFERENCE
TOP
NUT
o SWIVEL
WASHER
(SEE COLOR
CODE)
O CAPTURE
RING (SEE
COLOR
CODE)
BEARING PLATE
IAPMO ER-0429
/LABC
MODEL/SERIES
SLACKJACK
PART NO.
ON DWGS
THREADED
ROD
DIAMETER
COMPRESSION
CAPACITY
TRAVEL
COMPENSATION
AMOUNT
CAPTURE
RING
COLOR
SWIVEL
WASHER
COLOR
IAPMO ER-0429
/LABC
MODEL/SERIES
SLACKJACK
PART NO.
ON DWGS
THREADED
ROD
DIAMETER
COMPRESSION
CAPACITY
TRAVEL
COMPENSATION
AMOUNT
CAPTURE
RING
COLOR
SWIVEL
WASHER
COLOR
M 100
MJ 100
1/2"
5,000 LBS
1-INCH
RED
N/A
M 200
MJ 200
1/2"
4,900 LBS
2-INCH
ORANGE
N/A
A 210
SJA 215
5/8"
7,360 LBS
1-INCH
BLUE
BLACK
A 220
SJA 225
5/8"
7,730 LBS
2-INCH
YELLOW
BLACK
A 210
SJA 216
3/4"
7,360 LBS
1-INCH
BLUE
GRAY
A 220
SJA 226
3/4"
7,730 LBS
2-INCH
YELLOW
GRAY
A 210
SJA 217
7/8"
7,360 LBS
1-INCH
BLUE
BLUE
A 220
SJA 227
7/8"
7,730 LBS
2-INCH
YELLOW
BLUE
A 210
SJA 218
1"
7,360 LBS
1-INCH
BLUE
YELLOW
A 220
SJA 228
1"
7,730 LBS
2-INCH
YELLOW
YELLOW
A 210
SJA 219
1 1/8"
7,360 LBS
1-INCH
BLUE
WHITE
A 220
SJA 229
1 1/8"
7,730 LBS
2-INCH
YELLOW
WHITE
A 410
SJA 415
5/8"
14,000 LBS
1-INCH
RED
BLACK
A 410
SJA 416
3/4"
14,000 LBS
1-INCH
RED
GRAY
A 410
SJA 417
7/8"
14,000 LBS
1-INCH
RED
BLUE
A 410
SJA 418
1"
14,000 LBS
1-INCH
RED
YELLOW
A 410
SJA 419
1 1/8"
14,000 LBS
1-INCH
RED
WHITE
A 410
SJA 4110
1 1 1/4"
14,000 LBS
1-INCH
RED
GREEN
T 410
SJT 415
5/8"
9,000 LBS
1-INCH
ORANGE
BLACK
T AA/1
I YIU
f` - A4l�
JUI YIU
T /A"
.J/-r
n nnn I nC
o,uuu Lu.
1-IINUrI
URFIIVVL
VR/1 `I
T 410
SJT 417
7/8"
9,000 LBS
1-INCH
ORANGE
BLUE
T 410
SJT 418
1"
9,000 LBS
1-INCH
ORANGE
YELLOW
T 410
SJT 419
1 1/8"
9,000 LBS
1-INCH
ORANGE
WHITE
T 410
SJT 4110
1 1/4"
9,000 LBS
1-INCH
ORANGE
GREEN
HA 710
HJA 717
7/8"
15,650 LBS
1-INCH
PURPLE
BLUE
HA 710
HJA 718
1"
15,650 LBS
1-INCH
PURPLE
YELLOW
HA 710
HJA 719
1 1/8"
15,650 LBS
1-INCH
PURPLE
WHITE
HA 710
HJA 7110
1 1/4"
15,650 LBS
1-INCH
PURPLE
GREEN
HA 710
HJA 7112
1 1/2"
15,650 LBS
1-INCH
PURPLE
RED
HA 720
HJA 727
7/8"
15,590 LBS
2-INCH
GRAY
BLUE
HA 720
HJA 728
1"
15,590 LBS
2-INCH
GRAY
YELLOW
HA 720
HJA 729
1 1/8"
15,590 LBS
2-INCH
GRAY
WHITE
HA 720
1 HJA 7210
1 1/4"
1 15,590 LBS
2-INCH
GRAY
GREEN
HA 720
HJA 7212
1 1/2"
15,590 LBS
2-INCH
GRAY
RED
HS 410
HJS 419
1 1/8"
22,000 LBS
1-INCH
BLACK**
WHITE
HS 410
HJS 4110
1 1/4"
22,000 LBS
1-INCH
BLACK**
GREEN
HS 410
HJS 4112
1 1/2"
22,000 LBS
1-INCH
BLACK**
RED
*SJST4210
1 1/4"
22,000 LBS
1 1/2-INCH
BLACK
GREEN
*SJST4110
1 1/4"
22,000 LBS
1-INCH
RED
GREEN
*SJST4112
1 1/2"
22,000 LBS
1-INCH
RED
RED
* SLACKJACK TAKE UP DEVICE WITH LR = 0.003 IN. NOT SHOWN IN ER-0429.
** OUTSIDE CYLINDER COLOR AS FOLLOW:
HJS41=BLUE, HJS42=YELLOW, HJS71=GREEN, HJS72=ORANGE
A 420
SJA 425
5/8"
14,000 LBS
2-INCH
GREEN
BLACK
A 420
SJA 426
3/4"
14,000 LBS
2-INCH
GREEN
GRAY
A 420
SJA 427
7/8"
14,000 LBS
2-INCH
GREEN
BLUE
A 420
SJA 428
1"
14,000 LBS
2-INCH
GREEN
YELLOW
A 420
SJA 429
1 1/8"
14,000 LBS
2-INCH
GREEN
WHITE
A 420
SJA 4210
1 1/4"
14,000 LBS
2-INCH
GREEN
GREEN
A 610
SJA 616
3/4"
20,340 LBS
1-INCH
TAN
GRAY
A -4-
P1 Ulu
[ IA C4-7
00P1 U I /
1 7 /011
/ U
nn ZAn I nc
GV,JTV Luu
I -1IN U,"
I MIN
nl
ULUL
A 610
SJA 618
1"
20,340 LBS
1-INCH
TAN
YELLOW
A 610
SJA 619
1 1/8"
20,340 LBS
1-INCH
TAN
WHITE
A 610
SJA 6110
1 1/4"
20,340 LBS
1-INCH
TAN
GREEN
A 620
SJA 627
7/8"
20,100 LBS
2-INCH
WHITE
BLUE
A 620
SJA 628
1"
20,100 LBS
2-INCH
WHITE
YELLOW
A 620
SJA 629
1 1/8"
20,100 LBS
2-INCH
WHITE
WHITE
A 620
SJA 6210
1 1/4"
20,100 LBS
2-INCH
WHITE
GREEN
HIS 420
HJS 429
1 1/8"
22,000 LBS
2-INCH
BLACK**
WHITE
HIS 420
HJS 4210
1 1/4"
22,000 LBS
2-INCH
BLACK**
GREEN
HS 420
HJS 4212
1 1/2"
22,000 LBS
2-INCH
BLACK**
RED
HS 710
HJS 719
1 1/8"
39,190 LBS
1-INCH
BLACK**
WHITE
HIS 710
HJS 7110
1 1/4"
39,190 LBS
1-INCH
BLACK**
GREEN
HIS 710
HJS 7112
1 1/2"
39,190 LBS
1-INCH
BLACK**
RED
HIS 720
HJS 729
1 1/8"
37,770 LBS
2-INCH
BLACK**
WHITE
HS 720
HJS 7210
1 1/4"
37,770 LBS
2-INCH
BLACK**
GREEN
HS 720
HJS 7212
1 1/2"
37,770 LBS
2-INCH
BLACK**
RED
SLACKJACK COLOR CODE TABLE
TRAVEL HEIGHT AND ROD SIZE COORDINATION
SJA 428
MODEL: SLACKJACK ROD DIA IN EIGHTH INCH
MODEL TYPE:77�T TRAVEL IN INCHES
A=ALUM, S=STEEL SERIES TYPE (# RINGS)
PANEL NAILING TM
SLACKJACK
NUT
(TYP) DEVICE
REFER TO EACH
RUN TYPE FOR x
TOTAL NUMBER I ,�
OF TRIMMERS
REQUIRED.
,l I J
SHEAR WALL ROD-/ P-PLATES
BOTTOM PLATE
OR BRIDGE. FACE-
TYP. P- PLATE ORIENTATION NAILING TYP
& SAMPLE BRIDGE TRIMMER NAILING DETAIL.
SCALE: NONE
FULL HEIGHT
STUD TYP.
REQUIRED BRIDGE
TRIMMER (TYP)
ADDITIONAL
TRIMMERS) TYP.
EARTHBOUND RECOMMENDATION FOR
ROD HOLE SCHEDULE THROUGH
TOP BOTTOM PLATES AND BRIDGES
ROD SIZE
MIN HOLE
SIZE MAX
HOLE
SIZE
R4
1 /2" 0
1" b
1
-1 /8"
o
R5
5/8"o
1 "o
1-1
/8"o
R6
3/4"0
1 "0
1-1
/8"o
R7
7/8"o
1-1 /8"o
1-1
/4"0
R8
1 "�
1-1 /4"0
1-3/8,
0
R9
1-1/8', 0
1-3/8"0
1-1
/2"0
R10
1-1 4"0
1-1/2
0 1
-5 8"0
R12
1-1 /2"0
1-3/4"0
1-7/8"0
* HOLES SIZES INTENDED FOR 6" WALL TYPES ONLY.
ENGINEER OF RECORD SHALL APPROVE THE USE
OF THESE HOLE SIZES FOR 4" WALL TYPES.
ALL SHEAR PANEL NAIL_ SPACING
IS PER THE
SHEAR
WALL
SCHEDULE
EDGE NAIL FULL HEIGHT
MEMBER AT EACH END OF
BRIDGE BLOCK.
EDGE NAIL ALL BRIDGE
TRIMMERS.
BRIDGE TRIMMER FACE
(STITCH) NAILING PER
SHOP DRAWINGS. REQUIRED
ON TWO (2) TRIMMERS
ONLY.
BRIDGE
LEVEL
FULL HEIGHT
COMPRESSION
MEMBER LEVELS
END OF SHEAR
WALL
(1) ROW OF 3"
°
LENGTH x 0.131"
°
DIAMETER STITCH
•
•
NAILING AT 12"
e
e
O.C. REQUIRED BY
•
IBC TABLE 2304.10.1
e
•
e
•
EDGE NAILING REQ'D
•
AT THE OUTERMOST
•
m °
STUD/POST ON
°
•
BOTH SIDES OF ROD
°
•
ANY ADDITIONAL
•
•
STUDS/POSTS CAN
e
BE FIELD NAILED.
°
NAILS MAY BE
DISPERSED AND
STAGGERED ON
MULTIPLE MEMBERS.
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19474
SHEET TITLE:
EARTHBOUND SEISMIC
HOLDOWN SYSTEM
INSTALLATION DRAWINGS
IAPMO ER-0429
DATE:
FOR COMPLIANCE WITH THE APPLICABLE 0 2 /2 3 /2 0 21
❑ BUILDING ® STRUCTURAL
❑ MECHANICAL ❑ PLUMBING
❑ ELECTRICAL ❑ ENERGY RECEIVED SHEET N 0.
E] ACCESSIBILITY ❑FIRE
PLAN REVIEW ACCEPTANCE OF DOCUMENTS May 11 2021
DOES NOT AUTHORIZE CONSTRUCTION TO
PROCEED IN VIOLATION OF ANY FEDERAL,
STATE, OR LOCAL REGULATIONS. CITY OF EDMONDS EB=1/�' DEVELOPMENT SERVICES
BY: �Q+-7/�-•-`�' DATE:6/1/2021 DEPARTMENT
WEST COAS CODE CONSULTANTS, INC.
PATFNTS ANn PATFNTS PFNnING Fnr more infnrmntinn nhnut tha Fnrthhnund Hnlrinwn Svstam. visit httn- //www.hnIrinwn.nnm Cnnvrinht 0 ?091 _ Fnrthhnund Cnrnnrntinn_ All Rinhts RPGPrvP.d
NOTE:
SEE SHOP DRAWING GENERAL NOTES FOR NAILING
REQUIREMENTS WHEN POSTS ARE USED.
NAILING S •^, r-rF=PTAmr;=
c�
a
z
0
o
HOLDOWN RUN DETAILS
*NOTE = 9'-0" TYPICAL HEIGHT
2-/2"* MAX PER FLOOR
FROM PLUMB j
SLACKJACKTM DEVICE/
(OR COUPLER)
FLOOR ABOVE
FLOOR JOIST OR
SOLID BLOCKS (TYP)
REF. STUDS (TYP)
PLUMB
SLACKJACKTM DEVICE
(OR COUPLER)
IT
FLOOR BELOW
ALLOWABLE ROD OFFSET
DETAIL 2
SCALE: NONE EB-2 EB-2
NOTES:
1. SEE 23/S9.00 FOR HOLDOWN ANCHOR BOLT
REINFORCING REQUIRED.
2. SEE 23/S9.00 FOR MIN. PLATE SIZE REQUIRED.
3. *** 2-1/2" AT R11 ANCHOR BOLT DIAMETER.
REFERENCE STUDS
ROD (R)
COUPLER
AB & ROD (R) FULLY
SEATED IN COUPLER
C0 FND. PLATE
ANCHOR BOLT AS
°I • SPECIFIED BY
I< a
STRUCTURAL PLANS.
a PLATE (SIZE VARIES)
ANCHOR CHAIR
z ° °
LEAVE 3 THREADS MIN.
OPTIONAL EXPOSED
NAILS (TYP)
TYP. ANCHOR BOLT INSTALLATION
DETAIL r4
SCALE: NONE EB-2 EB-2
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N
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>Q �
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= LL
14-Y2" MAX. &
END OF
8" MIN. ® SLACKJACKTM DEVICE
SHEAR WAL0.L
STANDARD FRAMIN
PLATE
TOE NAILING OPTIONAL AT
IF
BRIDGE BLOCK. NAILING
' MUST BE AT ABOVE 25%
OF BLOCK HEIGHT ONLY.
Ln
o
FACE NAILING
EACH SIDE (TYP).
SEE NOTE #17 FOR
ALL REQUIREMENTS
LL-
LLJ
BRIDGE TRIMMERS
mCOUPLER
(C)
Q
,
z
ROD (R)
SLACKJACKTM DEVICE
C°7�9Z
I
PLATE
TYP. BRIDGE INSTALLATION
DETAIL
SCALE: NONE EB-2 EB-2
ANCHOR BOLT NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR
COORDINATION OF WALL TYPE AND FRAMING
LAYOUT BEFORE LOCATING ANCHOR BOLTS
IN CONCRETE.
2. ALL DIMENSIONS ARE TYPICAL U.N.O.
9„
NOMINAL
END SHEAR WALL
8-1 /2" MIN
10" MAX
ANCHOR BOLT
LOCATION ZONE
(TYP)
7n
TYP. ANCHOR BOLT PLAN
DETAIL B
SCALE: NONE EB-2 EB-2
RUN TYPE S1
WOOD
FLOOR
LEVEL
UPLIFT
TENSION
LOADS
CALCULATED
DIFFERENTIAL
LOADS
COLLECTED
DIFFERENTIAL
LOADS
WOOD
COMPRESSION
DOMMLOAD
5th
1,000 LBS
1,000 LBS
1,000 LBS
2,000 LBS
4th
2,000 LBS
1,000 LBS
1,000 LBS
5,000 LBS
3rd
6,000 LBS
4,000 LBS
4,000 LBS
11,000 LBS
2nd
10,000 LBS
4,000 LBS
4,000 LBS
17,000 LBS
lot
15,000 LBS
5,000 LBS
5,000 LBS
24,000 LBS
\cn
V)LLJ
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cn
® 2. FULL LENGTH STUD
Z 2x BRIDGE TRIMMER
1
EB-2 EB-24.
MOUNT AT 4'-6"
ABOVE FLOORj..j
BRIDGE
TRIMMERS REQUIRED
1
4x WALLS:
❑2 2*
J
J
6x WALLS:
2*
Ln
❑2
*BRIDGE TRIMMERS SHALL
BE 2x MEMBERS ONLY.
\cn
oQ
J
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COLLECTOR
STUDS REQUIRED
4x WALLS:
1i M
-j
2 2xs TOTAL
J
6x WALLS:
12" MIN.
2 2xs TOTAL
MJ200
ORANGE N/A
l--P6-4
(GREEN)
C-4x6/6x6
BRIDGE
-�72" R4
C44
MJ200
ORANGE N/A
--P6-4
(GREEN)
RUN TYPE S2
WOOD
FLOOR
LEVEL
UPLIFT
TENSION
LOADS
CALCULATED
DIFFERENTIAL
LOADS
COLLECTED
DIFFERENTIAL
LOADS
WOOD
COMPRESSION
DOWNLOAD
5th
1,000 LBS
1,000 LBS
1,000 LBS
2,000 LBS
4th
5,000 LBS
4,000 LBS
4,000 LBS
6,000 LBS
3rd
10,000 LBS
5,000 LBS
5,000 LBS
12,000 LBS
2nd
16,000 LBS
6,000 LBS
6,000 LBS
19,000 LBS
lot
23,000 LBS
7,000 LBS
7,000 LBS
27,000 LBS
\cn
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® 2. FULL LENGTH STUD
2, BRIDGE TRIMMER
1
EB-2 EB-2
If
MOUNT AT 4'-6"
ABOVE FLOOR
BRIDGE
TRIMMERS REQUIRED
4x WALLS:
�
❑2 2*
J
6x WALLS:
2*
j
❑2
*BRIDGE TRIMMERS SHALL
BE 2x MEMBERS ONLY.
R4 I \cn
C54
o-
SJA225
cf) a-
YELLOWI BLACK
LL LL
0 �
P6
(GREEN)
COLLECTOR
STUDS REQUIRED
4x WALLS:
1T M
3 2xs TOTAL
J
6x WALLS:
12" MIN.
-c
2 2xs TOTAL
'1 MJ200
/I - ORANGE N/A
�P6-4
(GREEN)
r-4x6/6x6
BRIDGE
--72" R4
C54
SJA225
YELLOW BLACK
--P6
(GREEN)
RUN TYPE S3
WOOD
FLOOR
LEVEL
UPLIFT
TENSION
LOADS
CALCULATED
DIFFERENTIAL
LOADS
COLLECTED
DIFFERENTIAL
LOADS
WOOD
COMPRESSION
DOWNLOAD
5th
2,000 LBS
2,000 LBS
2,000 LBS
3,000 LBS
4th
7,000 LBS
5,000 LBS
5,000 LBS
9,000 LBS
3rd
15,000 LBS
8,000 LBS
8,000 LBS
17,000 LBS
2nd
24,000 LBS
9,000 LBS
9,000 LBS
26,000 LBS
lot
33,000 LBS
9,000 LBS
9,000 LBS
36,000 LBS
2. F .. _.
2, E
MO
\n w TR
c
o Li 4x
�a
C/-) J
0 J 6x
Ln ❑2
*BRIDGE
BE 2x
R5 I \Cn
C65
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SJA226
c~n a-
YELLOW GRAY
LL LL
0 0
P6
(GREEN)
O
4x
J
4
6x
-c
1
r
2
MJ200
ORANGE N/A
P6-4
(GREEN)
4x6/6x6
BRIDGE
72" R4
C54
SJA225
IYELLOWI BLACK
P6
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COLLECTOR COLLECTOR COLLECTOR
STUDS REQUIRED STUDS RE UIRED STUDS RE UIRED
\NCD 4x WALLS: \� : 4x WALLS: \� 4x WALLS:
12" MIN. R5 V) w I R6 12" MIN. R8
12" MIN. cn w I
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BLOCKING IN JOIST SPACE TO MATCH WIDTH OF SLACKJACK DEVICE +1111
P6 P6
3 2x's TOTAL I (GREEN) 3 2xs TOTAL I (GREEN) 4 2xs TOTAL I (BLUE)
ALL COMPRESSION STUDS OR POSTS OF THE i
WALL BELOW. END OF COLLECTOR I 3 COLLECTOR I 3 COLLECTOR I 3
STUDS REQUIRED STUDS REQUIRED STUDS REQUIRED
SHEAR WALL PLATE \cn o 4x WALLS: TYP \� 0 4x WALLS: TYP \cn 0 4x wALLs: R9 TYP
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STANDARD FRAMING � W � 4x6 4x6 � W � 4x6 4x6LLJ TM w Ll J 6x WALLS:TFIVI SJA21 8 w w J 6x WALLS: SJA219 LL J 6x WALLS: SJA4110 z� z Q W a O
SLACKJACK DEVICE p p 12" MIN. BLUE YELLOW o 0 12" MIN. BLUE WHITE o 0 12" MIN. RED GREEN CD
z SOLID BLOCKING >�� o �� o >�� C� U W'
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END OF REQUIREMENTS. 4 2x's TOTAL (GREEN) 4 2xs TOTAL (BLACK) 6 2x's TOTAL (BLUE) LLJ =
SHEAR WALL PLATE < W COLLECTOR COLLECTOR COLLECTOR 0 0 U Q
STUDS RE UIRED SOLID STUDS RE UIRED SOLID STUDS RE UIRED SOLID
d 4x wALLs: B LK G 4x WALLS: B LK G 4x wALLs: B LK G
0 12" MAX. (TYP) 0 12" MAX. (TYP) 0 12" MAX. (TYP)
(2) 2x PLATES \cn 9" \cn s" \cn 9"
cn w -1 12' R8 cn w 1 12' R9 w 1 R10HS
z SOLID BLOCKING ROD (R) Q + ~ +
Q PER STRUCT. ENGR. J J 4xE 4x10 J J 4x6 2 4x6s J J 4x6 2 4x8 s
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REQUIREMENTS. J C98HSG J C119HSG JCl110HSG �AMO M �O
wr'_ ; o 12�"MAX. B o 12K2xE+;TO
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( ) AB PLT: AB: R9G AB PLT: AB: R11 G AB PLT: AB: R11 G
ROD R TM 1 %4" SQ. 4 1 "x5" SQ. 4 1 "x5" SQ. 4 4 3503s
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TYP. SLACKJACK INSTALLATION - - - - - - - - - °o1��F �,x�`� 0 1
AT EQUAL NUMBER OF COMPRESSION DETAIL 3 CHR. HT: 1-1 /2" EB-2 EB-2 CHR. HT: 2-1 /2" EB-2 EB-2 CHR. HT: 2-1 /2" EB-2 EB-2 �0�� oN0000Oo
STUDS FROM LEVEL BELOW & ABOVE SCALE: NONE EB-2 EB-2
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PLAN REVIEW ACCEPTANCE
FOR COMPLIANCE WITH THE APPLICABLE
CONSTRUCTION CODES IDENTIFIED BELOW.
El BUILDING ®STRUCTURAL
❑ MECHANICAL ❑ PLUMBING
❑ ELECTRICAL ❑ ENERGY
❑ ACCESSIBILITY ❑ FIRE
PLAN REVIEW ACCEPTANCE OF DOCUMENTS
DOES NOT AUTHORIZE CONSTRUCTION TO
PROCEED IN VIOLATION OF ANY FEDERAL,
STATE,,, OR LOCAL REGULATIONS.
BY: �I��/- DATE.6/1/2021
WEST COAS CODE CONSULTANTS, INC.
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EB CORP JOB NO:
19474
SHEET TITLE:
EARTHBOUND SEISMIC
HOLDOWN SYSTEM
INSTALLATION DRAWINGS
IAPMO ER-0429
DATE:
RECEIVED 02/23/2021
May 11 2021
CITY OF EDMONDS SHEET NO.
DEVELOPMENT SERVICES
DEPARTMENT
EB=2
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06 5600-02 Holdowns - Calcs & Shop Drawings
CO MUT S CS R CR C QQ P N OOO �
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LEV
PLAN REVIEW ACCEPTANCE
FOR COMPLIANCE WITH THE APPLICABLE
CONSTRUCTION CODES IDENTIFIED BELOW.
❑ BUILDING ® STRUCTURAL
❑ MECHANICAL ❑ PLUMBING
❑ ELECTRICAL ❑ ENERGY
❑ ACCESSIBILITY ❑ FIRE
PLAN REVIEW ACCEPTANCE OF DOCUMENTS
DOES NOT AUTHORIZE CONSTRUCTION TO
PROCEED IN VIOLATION OF ANY FEDERAL,
STATE, OR LOCAL REGULATIONS.
BY: t�*7!� DATE:6/l/2021
WEST COAS CODE CONSULTANTS, INC.
RECEIVED
May 11 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
0t'1
06 5600-02 Holdowns - Calcs & Shop Drawings
RECEIVED BY CKC
Feb 26, 2021