HomeMy WebLinkAboutPermit File BLD-2019-0511 1715 O Avenue (44)GENERAL NOTES
COMPONENT SELECTION SCHEDULES
COLLECTOR STUD CAPACITY SCHEDULES
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1. THE SLACKJACK T' 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 BE 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 RECORD. 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 ON 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/COMPRESSION 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.
JOB SPECIFIC NOTE:
CONSIDER ROD LENGTH REQUIREMENTS OF UPPER LEVELS BEFORE CUTTING LOWER
LEVEL RODS.
SHOP DRAWING REVIEW STAMP
Corrections or comments made on the
shop drawings during this review do not
relieve the contractor from compliance with
all Contract Documents. This check is only
for review of general conformance with the
design intent of the project and general
compliance with the information given in
the Contract Documents. The contractor is
responsible for confirming and correlating
all quantities and dimensions, selecting
fabrication processes and techniques of
construction, coordinating their work with
that of all other trades, and performing
their work in a safe and satisfactory
manner.
I[K
NO EXCEPTIONS TAKEN
❑
MAKE CORRECTIONS NOTED
❑
REVISE AND RESUBMIT
❑ I
REJECTED
BY: Qing
DATE: 2021-01-28
QUANTUM
C ON 5 U L T ING E N G I N E E R$
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 SMALLER END
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
U.N.O. 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)
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WOOD SPECIES
FRAMING V D H IG T
APPROX. ROD LOCATION (TYP)
ANCHOR BOLT LAYOUT DIMENSION (TYP)
L L. AN E H STUD OR POST (TYP)
SHEAR WALL STUD/POST (QTY) & DESCRIPTION (TYP)
END MEMBERS (TYP)
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.
COLLECTOR
STUDS REQUIRED
4x WALLS:
00
I
9"
00
�
4x6 4x8
J
6x WALLS:
9„
X52xksTOTAL
EARTHBOUND THREADED ROD CAPACITIES IBC 2015
ROD
SIZE
ROD SIZE
(INCHES)
ALLOWABLE TENSION LOAD
IBC 2015
ROD REMARKS
SLACKJACK
SIZE
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
R8
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
RIO
1 1/4" DIA.
30,530 LBS
ASTM A 307 (UNC)
SJA 4110, 4210, HJA 7110, 7210, HJS 4110, 4210, HJS 7110, 7210
R12
1 1/2" DIA.
44,270 LBS
ASTM A 307 (UNC)
SJST 4112, 4212, HJA 7112, 7212, HJS 4112, 4212, HJS 7112, 7212
R14
1 3/4" DIA.
59,830 LBS
ASTM A 307 (UNC)
-----
R5M
5/8" DIA.
8,900 LBS
ASTM F1554 GR55 (UNC)
SJA 215, 225, 415, 425
ROM
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
ROM
1" DIA.
23,850 LBS
ASTM F1554 GR55 (UNC)
SJA 218, 228, 418, 428, HJA 718, 728
ROM
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, HJS 7110, 7210
R12M
1 1/2" DIA.
55,330 LBS
ASTM F1554 GR55 (UNC)
SJST 4112, 4212, HJA 7112, 7212, HJS 4112, 4212, HJS 7112, 7212
R14M
1 3/4" DIA.
74,790 LBS
ASTM F1554 GR55 (UNC)
-----
ASTM A449 THREADED ROD ASTM A193-87 THREADED ROD
SLACKJACK SIZES
R5HS
5/8" DIA.
14,240 LBS
14,830 LBS
SJA 215, 225, 415, 425
ROHS
3/4" DIA.
21,070 LBS
21,950 LBS
SJA 216, 226, 416, 426, HJA 716, 726
R7HS
7/8" DIA.
29,090 LBS
30,300 LBS
SJA 217, 227, 417, 427, HJA 717, 727
ROHS
1" DIA.
38,160 LBS
39,750 LBS
SJA 218, 228, 418, 428, HJA 718, 728
ROHS
1 1/8" DIA.
42,080 LBS
50,090 LBS
SJA 219, 229, 419, 429, HJA 719, 729
R10HS
1 1/4" DIA.
53,420 LBS
63,600 LBS
SJA 4110, 4210, HJA 7110, 7210, HJS 4110, 4210, HJS 7110, 7210
R12HS
1 1/2" DIA.
77,460 LBS
92,220 LBS
SJST 4112, 4212, HJA 7112, 7212, HJS 4112, 4212, HJS 7112, 7212
R14HS
1 3/4" DIA.
104,710 LBS
124,650 LBS
COLLECTOR STUD CAPACITIES FOR DOUG FIR STUDS ON DOUG FIR PLATES
TOTAL
8'-8" CAPACITY **
4'-6"/6'-0- CAPACITY
STUDS REQUIRED
2x4
STUDS
2x6
STUDS
4x4
STUDS
4x6
POSTS
4x8
POSTS
6x6
POSTS
BRIDGE TRIMMERS
ONLY
QTY. PLAN VIEW
NO. OF
BRIDGE TRIMMERS
2x4s
2x6s
SINGLE CAPACITY-
3,281#
5,156#
2
®
A
2*
6,563#
10,313#
3
4
C AF
®
N
4*
13,125#
20,625#
5
6
RF
F
6*
19,688#
30,938#
8*
26,250#
41,250#
8
9
+ EHNTS
10
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 (NO. 2 GRADE): F'c PARALLEL = 1350 PSI
4x4s, AND LARGER (NO. 1 GRADE): F'c PARALLEL = 1500 PSI
6x6s, AND LARGER (NO. 1 GRADE): F'c PARALLEL = 1000 PSI
F'c PERPENDICULAR = 625 PSI FOR DOUG FIR PLATES.
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
DIAMEIER
ROD
SIZE
WASHER
COLOR
WIDTH
LENGTH
THICK.
p8
6,650 LBS
GREEN
3"
3.5"
1/4"
MJ100 or MJ200
1/2"
R4
PURPLE
p8
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 48, HJA 7x8
1"
R8 or R8HS
YELLOW
p18
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"
10"
1"
SJA 4x10, HJA 7x10, HJS 4x10, 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 4x12, HJS 7x12
1 1/2"
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 psi. UNC thread pitch
M Rods are based an AM F1554 GR55, F'u - 75 ksi.
HS Rods are based on ASTIR A193 B7, F'u - 125 ksi or ASTIR A449, F'u - 120 ksi, 105 ksi above ROHS
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.
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.
X
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.
TYPICAL
SLACKJACK TM COLOR KEY
PART IN 0.
SJA 418
RED YELLOW
**CAPTURE RING WASHER
COLOR COLOR
** SECONDARY COLOR APPLIES TO HJS MODEL/SERIES
OUTER CYLINDER ONLY.
Oo CAPTURE RING
(SEE COLOR
CODE)
PULL CLIP
MINIJACK
PULL CLIP
TOP
NUT
O SWIVEL
WASHER
(SEE COLOR
CODE)
O CAPTURE
RING (SEE
COLOR
CODE)
BEARING PLATE
SLACKJACK - IAPMO ER-0429 & LABC LISTED CAPACITIES
COLOR CODE AND MODEL/SERIES TO PART NUMBER CROSS REFERENCE
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 1/8"
1 7,360 LBS
1-INCH
BLUE
I WHITE
A 220
SJA 229
1 1 1/8"
1 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 1/4"
14,000 LBS
1-INCH
RED
GREEN
T 410
SJT 415
5/8"
9,000 LBS
1-INCH
ORANGE
BLACK
T 410
SJT 416
3/4"
9,000 LBS
1-INCH
ORANGE
GRAY
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
I WHITE
T 410
SJT 4110
1 1 1/4"
9,000 LBS
I 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
HJA 7210
1 1/4"
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
HIS 410
HJS 4110
1 1/4"
22,000 LBS
1-INCH
BLACK**
GREEN
HIS 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"
99,000 LBS
1-INCH
RED
RED
* SLACKJACK TAKE UP DEVICE WITH OR = 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 610
SJA 617
7/8"
20,340 LBS
1-INCH
TAN
BLUE
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
HS 420
HJS 429
1 1/8"
22,000 LBS
2-INCH
BLACK**
WHITE
HS 420
IHJS 4210
1 1 1/4"
1 22,000 LBS
I 2-INCH
I BLACK**
GREEN
HS 420
HJS 4212
1 1 1/2"
1 22,000 LBS
2-INCH
BLACK**
I RED
HS 710
HJS 719
1 1/8"
39,190 LBS
1-INCH
BLACK**
WHITE
HS 710
HJS 7110
1 1/4"
39,190 LBS
1-INCH
BLACK**
GREEN
HS 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
HIS 720
HJS 7210
1 1/4"
37,770 LBS
2-INCH
BLACK**
GREEN
HIS 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 TT� ROD DIA IN EIGHTH INCH
MODEL TYPE: TRAVEL IN INCHES
A=ALUM, S=STEEL SERIES TYPE (# RINGS)
PANEL NAILING TM
SLACKJACK
(TYP) NUT
DEVICE
REFER TO EACH III
RUN TYPE FOR I I�
TOTAL NUMBER
OF TRIMMERS /I
REQUIRED.
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.
w
Q
0
III u
/I z
/'441 - -
REQUIRED BRIDGE
TRIMMER (TYP)
ADDITIONAL
TRIMMER(S) TYP.
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" b
R5
5/8"0
1 "o
1 -1/8"o
R6
3/4"0
1 "o
1-1 /8"o
R7
7 /8" 0
1-1 /8" b
1-1 /4" 0
R8
1 "b
1- 1 /4" b
1-3/8"0
R9
1-1 /8"o
1-3/8"0
* 1-1 /2"0
R10
1-1 4"0
t 1-1/ 2"0
* 1-5/8" 0
* HOLE 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
°'Are,
•
NAILING AT 12"
•
•
O.C. REQUIRED BY
•
0IBC
TABLE 2304.10.1
•
•
°
" •
•
•
EDGE NAILING REQ'D
•
AT THE OUTERMOST
•
" •
STUD/POST ON
°
•
BOTH SIDES OF ROD
°
•
ANY ADDITIONAL
•
•
STUDS/POSTS CAN
BE FIELD NAILED.
°
NAILS MAY BE
DISPERSED AND
-'`
STAGGERED ON
MULTIPLE MEMBERS.
NOTE:
SEE SHOP DRAWING GENERAL NOTES FOR NAILING
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ON
EB CORP JOB NO:
20038
SHEET TITLE:
EARTHBOUND SEISMIC
HOLDOWN SYSTEM
INSTALLATION DRAWINGS
IAPMO ER-0429
DATE:
01 /26/2021
REQUIREMENTS WHEN POSTS ARE USED. SHEET N0.
NAILING SAMPLE EB=1
PATENTS AND PATENTS PENDING. For more information about the Earthbound Holdown System, visit http://www.holdown.com Copyright®2021, Earthbound Corporation, All Rights Reserved.
HOLDOWN RUN DETAILS
RUN TYPE HD1 RUN TYPE HD2 RUN TYPE HD3 RUN TYPE HD4 RUN TYPE HD5 RUN TYPE HD4-ALT
WOOD UPLIFT CALCULATED COLLECTED WOOD WOOD UPLIFT CALCULATED COLLECTED WOOD WOOD UPLIFT CALCULATED COLLECTED WOOD WOOD UPLIFT CALCULATED COLLECTED WOOD WOOD UPLIFT CALCULATED COLLECTED WOOD WOOD UPLIFT CALCULATED COLLECTED WOOD
14- h" MAX. & FLOOR TENSION DIFFERENTIAL DIFFERENTIAL COMPRESSION FLOOR TENSION DIFFERENTIAL DIFFERENTIAL COMPRESSION FLOOR TENSION DIFFERENTIAL DIFFERENTIAL COMPRESSION FLOOR TENSION DIFFERENTIAL DIFFERENTIAL COMPRESSION FLOOR TENSION DIFFERENTIAL DIFFERENTIAL COMPRESSION FLOOR TENSION DIFFERENTIAL DIFFERENTIAL COMPRESSION
END OF 8" MIN. @ SLACKJACK TM
LACKJACKTM DEVICE LEVEL LOADS LOADS LOADS DOWNLOAD LEVEL LOADS LOADS LOADS DOWNLOAD LEVEL LOADS LOADS LOADS DOWNLOAD LEVEL LOADS LOADS LOADS DOWNLOAD LEVEL LOADS LOADS LOADS DOWNLOAD LEVEL LOADS LOADS LOADS DOWNLOAD
SHEAR WALL STANDARD FRAMIN 5th 4,000 LBS 4,000 LBS 4,000 LBS 4,000 LBS 5th 4,000 LBS 4,000 LBS 4,000 LBS 4,000 LBS 5th 4,000 LBS 4,000 LBS 4,000 LBS 4,000 LBS 5th 4,000 LBS 4,000 LBS 4,000 LBS 4,000 LBS 5th 4,000 LBS 4,000 LBS 4,000 LBS 4,000 LBS 5th 4,000 LBS 4,000 LBS 4,000 LBS 4,000 LBS
PLATE 4th 4,000 LBS ----- ----- 4,000 LBS 4th 4,000 LBS ----- ----- 4,000 LBS 4th 4,000 LBS ----- ----- 4,000 LBS 4th 5,500 LBS 1,500 LBS 1,500 LBS 5,500 LBS 4th 6,600 LBS 2,600 LBS 2,600 LBS 6,600 LBS 4th 5,500 LBS 1,500 LBS 1,500 LBS 5,500 LBS
3rd 4,000 LBS ----- ----- 4,000 LBS 3rd 4,000 LBS ----- ----- 4,000 LBS 3rd 5,400 LBS 1,400 LBS 1,400 LBS 5,400 LBS 3rd 10,900 LBS 5,400 LBS 5,400 LBS 10,900 LBS 3rd 12,000 LBS 5,400 LBS 5,400 LBS 12,000 LBS 3rd 10,900 LBS 5,400 LBS 5,400 LBS 10,900 LBS
TOE NAILING OPTIONAL AT 2nd 4,000 LBS - - - - - - - - - - 4,000 LBS 2nd 6,700 LBS 2,700 LBS 2,700 LBS 6,700 LBS 2nd 9,700 LBS 4,300 LBS 4,300 LBS 9,700 LBS 2nd 15,800 LBS 4,900 LBS 4,900 LBS 15,800 LBS 2nd 18,600 LBS 6,600 LBS 6,600 LBS 18,600 LBS 2nd 15,800 LBS 4,900 LBS 4,900 LBS 15,800 LBS
BRIDGE BLOCK. NAILING let 6,500 LBS 2,500 LBS 2,500 LBS 6,500 LBS 1st 9,500 LBS 2,800 LBS 2,800 LBS 9,500 LBS let 13,000 LBS 3,300 LBS 3,300 LBS 13,000 LBS 1st 21,500 LBS 5,700 LBS 5,700 LBS 21,500 LBS let 26,500 LBS 7,900 LBS 7,900 LBS 26,500 LBS tat 21,500 LBS 5,700 LBS 5,700 LBS 21,500 LBS
- MUST BE AT ABOVE 25% BSMNT 21,500 LBS ----- ----- 21,500 LBS
OF BLOCK HEIGHT ONLY.
Ln
0
o FACE NAILING
z EACH SIDE (TYP).
z ® 2, FULL LENGTH STUD W
SEE NOTE #17 FOR 2, BRIDGE TRIMMER
ALL REQUIREMENTS _ 1 _ SJA434 0
LL-
1� BRIDGE TRIMMERS _ BROWN PURPLE
m COUPLER (C) ABOVE FLOOR 4x6 6x6
MOUNT AT 4'-6" (GREEN)
/ z
Q BRIDGE j BRIDGE O
\� TRIMMERS REQUIRED
z ROD (R) 2x FULL LENGTH STUD ® 2x FULL LENGTH STUD 2x FULL LENGTH STUD ® 2x FULL LENGTH STUD 2x FULL LENGTH STUD o � 4x WALLS: 72" R4
TM 2x BRIDGE TRIMMER 2x BRIDGE TRIMMER 2x BRIDGE TRIMMER 2x BRIDGE TRIMMER 2x BRIDGE TRIMMER � - HIE + C54 W
SLACKJACK DEVICE �� � ��� SJA435
� 6x WALLS: BROWN BLACK
PLATE EB-2 EB-2 MJ200 EB-2 EB-2 MJ200 EB-2 EB' MJ200 EB' Z EB' MJ200 EB-2 EB-2 MJ200 p p 4 2 P6
ORANGE N/A ORANGE N/A ORANGE N/A ORANGE N/A ORANGE N/A Lc)
��� (GREEN)
P6-4 P6-4 P6-4 P6-4 P6-4 *BRIDGE TRIMMERS SHALL
MOUNT AT 4'-6" (GREEN) MOUNT AT 4'-6" (GREEN) MOUNT AT 4'-6" (GREEN) MOUNT AT 4'-6" (GREEN) MOUNT AT 4'-6" (GREEN) BE 2x MEMBERS ONLY.
ABOVE FLOOR 4x6/6x6 ABOVE FLOOR 4x6/6x6 ABOVE FLOOR 4x6/6x6 ABOVE FLOOR 4x6/6x6 ABOVE FLOOR 4x6/6x6 COLLECTOR
STUDS REQUIRED
TYP. BRIDGE INSTALLATION - BRIDGE 1 BRIDGE - BRIDGE I BRIDGE - BRIDGE 1 BRIDGE - BRIDGE 1 BRIDGE - BRIDGE 1 BRIDGE - R5
\� � TRIMMERS REQUIRED \� � TRIMMERS REQUIRED \� � TRIMMERS REQUIRED \� � TRIMMERS REQUIRED \� � TRIMMERS REQUIRED \� oo �
cn w 1 4x WALLS: 72" R4 cn w 4x WALLS: 72" R4 cn w 1 4x WALLS: 72" R4 cn w 4x WALLS: 72" R4 cn w 1 4x WALLS: 72" R4 cn w I Q
DETAIL �~ �~ �~ �~ �~ p~
Q ®2* C44 a ®2* C44 Q ®2* C44 a RI C54 Q ®2* C54 Q oo PROVIDE MINIMUM C75 p
a J J J J � J
cn MJ200 cn 0- > MJ200 N w > MJ200 v� o SJA225 N w SJA225 cn - > STUDS PER HOLDOWN SJA227
LL_6x WALLS: ORANGE N/A 6x WALLS: ORANGE N/A w _j 6x WALLS: ORANGE N/A 6x WALLS: YELLOW BLACK J 6x WALLS: YELLOW BLACK � _j SCHEDULE ON S2.1 YELLOW BLUE
SCALE: NONE EB-2LEB-2 p p p p p p p p p p p p AND DETAIL 6/S4.1.
®2* + k P6-4 ®2* + P6-4 - [E + k P6-4 - EE + P6 - [E ♦ k P6 P6
*BRIDGE TRIMMERS SHALL (GREEN) *BRIDGE TRIMMERS SHALL (GREEN) LO *BRIDGE TRIMMERS SHALL (GREEN) *BRIDGE TRIMMERS SHALL (GREEN) *BRIDGE TRIMMERS SHALL (GREEN) (GREEN) O
BE 2x MEMBERS ONLY. BE 2x MEMBERS ONLY. BE 2x MEMBERS ONLY.L BE 2x MEMBERS ONLY.E BE 2x MEMBERS ONLY. z
COLLECTOR COLLECTOR COLLECTOR COLLECTOR COLLECTOR COLLECTOR
STUDS RE UIRED STUDS RE UIRED STUDS RE UIRED STUDS RE UIRED STUDS RE UIRED STUDS REQUIRED
\cn 00 R 4 \cn 00 R 4 \cn 00 R 4 \cn 00 R 5 \cn 0O R 5 CO w 00 R 7
cn w I cn w I cn w I cn w I cn w I
~ oo ~ oo ~ oo ~ 00 ~ oo p
Q PROVIDE MINIMUM C44 Q PROVIDE MINIMUM C44 Q PROVIDE MINIMUM C54 Q PROVIDE MINIMUM C75 Q PROVIDE MINIMUM C75 Q °G PROVIDE MINIMUM C87HS
J J
N 0- > STUDS PER HOEDOWN MJ200 cn - > STUDS PER HOLDOWN J J N � � STUDS PER HOEDOWN � � � STUDS PER HOEDOWN N � � STUDS PER HOEDOWN � � J STUDS PER HOEDOWN p 0 W z
SCHEDULE ON S2.1 SCHEDULE ON S2.1 MJ200 > SCHEDULE ON S2.1 SJA225 > SCHEDULE ON S2.1 SJA227 SCHEDULE ON S2.1 SJA227 SJA228 W p
L� � J J SCHEDULE ON S2.1 W p
0 p AND DETAIL 6/S4.1. ORANGE N/A p p AND DETAIL 6/S4.1. ORANGE IN/A p p AND DETAIL 6/S4.1. YELLOW BLACK p p AND DETAIL 6/S4.1. YELLOW BLUE p p AND DETAIL 6/S4.1. YELLOW BLUE p p AND DETAIL 6/S4.1. YELLOW YELLOW Q Q Q O �
P6-4 P6-4 P6 P6 P6 r7 P6 Q V5 W
(GREEN) (GREEN) (GREEN) (GREEN) (GREEN) (GREEN)
C) p U Q
* N 0 TE = 9' - 0" TYPICAL HEIGHT COLLECTOR COLLECTOR COLLECTOR COLLECTOR COLLECTOR COLLECTOR
STUDS RE UIRED STUDS RE UIRED STUDS REQUIRED STUDS RE UIRED STUDS RE UIREDE STUDS RE UIRED
\cn 00 \cn 00 \cn 00 \cn 00 \cn 00 \cn 00
cn w I R 4 cn w 1 R 4 cn w I R 5 cn w 1 R 7 cn w l R 7 cn w 1 R 8
>> per - CnLd per - per - per - � - O
2-%2 * MAX PER FLOOR Q o0 PROVIDE MINIMUM Q o0 PROVIDE MINIMUM Q °0 PROVIDE MINIMUM Q a0 PROVIDE MINIMUM Q °0 PROVIDE MINIMUM Q PROVIDE MINIMUM ��O M M: N Oho
J J J J C87HS J C98HS A
FROM PLUMB cn a- > STUDS PER HOLDOWN C44 (~ 0_ > STUDS PER HOLDOWN C54 N a- > STUDS PER HOLDOWN C65 (~ 0_ > STUDS PER HOLDOWN C87HS N > STUDS PER HOLDOWNcl) STUDS PER HOLDOWN
J SCHEDULE ON S2.1 MJ100 > SCHEDULE ON S2.1 SJA215 J SCHEDULE ON S2.1 SJA216 > SCHEDULE ON S2.1 SJA218 SCHEDULE ON S2.1
l w - SJA218 L_ L SCHEDULE ON S2.1
TM p p AND DETAIL 6/S4.1. i RED N/A p p o AND DETAIL 6/S4.1. I BLUE BLACK p p 6 AND DETAIL 6/S4.1. i BLUE GRAY p p o AND DETAIL 6/S4.1. I BLUE YELLOW p p -6 AND DETAIL 6/S4.1. i BLUE YELLOW p p o AND DETAIL 6/S4.1. I BLUE WHITE a 3 y ( �'• ❑
SLACKJACK DEVICE/ r, r,
P6-4 I P6 �' P6 K' I P6 �' P6 cN I P8-9 ❑
(OR COUPLER) I (GREEN) I (GREEN) I (GREEN) I (GREEN) I (GREEN) I (BLACK) �.
136 'v `
FLOOR ABOVE COLLECTOR I 3 COLLECTOR 3 COLLECTOR I 3 COLLECTOR 3 COLLECTOR I 3 COLLECTOR 3 �OA� '' .!RALE�..
STUDS RE UIRED I STUDS RE UIRED STUDS RE UIRED I STUDS REQUIRED STUDS RE UIRED I STUDS RE UIRED Q F Q N
I I _ I o Fss NG� o ti
\� 00 l EB-2 EB-2 \� oo l EB-2 EB-2 \� oo l EB-2 EB-2 \� oo l EB-2 EB-2 \� oo l EB-2 EB-2 \� � l EB-2 EB-2 O� /ONAL
FLOOR JOIST OR cn w I TYP cn w I TYP cn w I TYP cn w I TYP cn w I TYP cn w I TYP Oppppp4 `L
SOLID BLOCKS (TYP) p ~ °O R4 p oo R5 p oo R6 p oo R8 p oo R8 p < R9 OBI
Q PROVIDE MINIMUM Q PROVIDE MINIMUM Q PROVIDE MINIMUM Q PROVIDE MINIMUM Q PROVIDE MINIMUM Q PROVIDE MINIMUM
�J cnJ �J cnJ �J ~J C99HS
� � � STUDS PER HOEDOWN C54 � o_ � STUDS PER HOEDOWN C65 � o- J STUDS PER HOEDOWN C76HS cn � J STUDS PER HOEDOWN C98HS cn w J STUDS PER HOEDOWN C108HS cn � � STUDS PER HOEDOWN
J SCHEDULE ON S2.1 SCHEDULE ON S2.1 J SCHEDULE ON S2.1 SCHEDULE ON S2.1 J SCHEDULE ON S2.1 SCHEDULE ON S2.1
SJA215 'L `L SJA216 1 `i SJA217 'L `L SJA219 1 `i SJA4110 'L `i J SJA219 E � N
p p AND DETAIL 6/54.1. p p AND DETAIL 6/S4.1. p p AND DETAIL 6/54.1. p p AND DETAIL 6/S4.1. p p AND DETAIL 6/S4.1. p p AND DETAIL 6/S4.1. o
c BLUE BLACK c BLUE GRAY c BLUE BLUE c BLUE WHITE c RED GREEN v� BLUE WHITE ° p
REF. STUDS (TYP) N P6 N P6 N P6 N P8-9 N P8-10 P8-9 0
(GREEN) (GREEN) (GREEN) (BLACK) (BLACK) (BLACK) o rn 00
COLLECTOR COLLECTOR COLLECTOR COLLECTOR COLLECTOR COLLECTOR
PLUMB STUDS RE UIRED SOLID STUDS RE UIRED SOLID STUDS REQUIRED- SOLID STUDS RE UIRED SOLID STUDS RE UIRED SOLID _ STUDS RE UIRED SOLID 3 0
TM \cn a0 BLKG \cn co BLKG \cn a0 BLKG \cn co BLKG \cn a0 BLKG \cn BLKG 3 00 �
SLACKJACK DEVICE Cnw I Cnw U)w I Cnw I Cnw I cnw � -`"`�
p � - (TYP) p � _ (TYP) p � - (TYP) p � - (TYP) p � - (TYP) p (TYP) \
� Q o0 PROVIDE MINIMUM Q 00 PROVIDE MINIMUM � Q o0 PROVIDE MINIMUM Q 00 PROVIDE MINIMUM � Q o0 PROVIDE MINIMUM Q J PROVIDE MINIMUM o
(OR COUPLER) �J
� a_ > STUDS PER HOLDOWN R5 > STUDS PER HOEDOWN J J
� � � STUDS PER HOEDOWN � � � STUDS PER HOEDOWN � � � STUDS PER HOEDOWN 1 � � J STUDS PER HOEDOWN r
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NOTE: SOLID BLOCKING, PROVIDE ENOUGH SOLID STANDARD FRAMING TM 3. FOR CONC. WALL CONDITION REQUIREMENTS LOCATION (TYP)LL
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ALL COMPRESSION STUDS OR POSTS OF THE x 0 o O
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n Q d 3/4"xY SQ. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF WALL TYPE REQUIRED SHEET TITLE:
LC) > � AT GREATER NUMBER OF COMPRESSION COMPRESSION MEMBERS AND FRAMING LAYOUT BEFORE LOCATING ANCHOR BOLTS
1� I -III -III -III -III -III -III -III- LEAVE 3 THREADS EARTHBOUND SEISMICUj
N (2) 2x PLATES STUDS FROM LEVEL BELOW z MINIMUM EXPOSED. IN CONCRETE. HOLDOWN SYSTEM
ROD (R)
GRADE 2. SEE INDIVIDUAL RUN TYPES FOR POSTING REQUIREMENTS. INSTALLATION DRAWINGS ■■
c TYP. SLACKJACKTM INSTALLATION 3. THE INTENT OF THIS DETAIL IS TO SHOW ANCHOR BOLT LAYOUT MEASURED FROM IAPMO ER-0429
�I o TYP. ANCHOR BOLT INSTALLATION FACE OF MEMBER. THE STUDS SHOWN ARE ONLY A SCHEMATIC REPRESENTATION OF
Q N AT EQUAL NUMBER OF COMPRESSION DETAIL 3 SLAB ON GRADE ONLY FRAMING. ADDITIONAL COMPRESSION MEMBERS WILL BE REQUIRED DEPENDING Q
DATE:
_j � STUDS FROM LEVEL BELOW & ABOVE SCALE: NONE EB-2[EB-2 ON RUN AND WALL TYPE. REFER TO THE HOLDOWN RUN ELEVATION VIEWS AND 01 /26/2021
N DETAIL 4 COMPRESSION STUD LAYOUTS FOR REFERENCE.
CD SHEET NO.
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EB=2
PATENTS AND PATENTS PENDING. For more information about the Earthbound Holdown System, visit http://www.holdown.com Copyright ®2021, Earthbound Corporation, All Rights Reserved.
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F011NDATION/BASEMENT FLOOR PLAN
THIS LAYOUT SHEET IS BASED ON HOLDOWN RUN LOCATIONS SHOWN ON
STRUCTURAL PLAN SHEET "S2.0". THE CONTRACTOR SHALL NOTIFY
EARTHBOUND IMMEDIATELY IF REVISED PLANS THAT MAY AFFECT THE
QUANTITY AND LOCATION OF RUNS SHOWN ARE ISSUED.
Q Q Q
EARTHBOUND SYSTEM LAYOUT DISCLAIMER
1. THIS LAYOUT SHEET IDENTIFIES EARTHBOUND SYSTEM RUNS FOR CONVENIENCE TO THE SYSTEM INSTALLER AND PROVIDED
FOR REFERENCE ONLY. REFER TO THE CONSTRUCTION PLANS FOR ALL OTHER INFORMATION.
2. EARTHBOUND CORPORATION HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR THE DESIGN, ENGINEERING, CALCULATIONS OR
DERIVATION OF STRUCTURAL FORCES RELATED TO THE BUILDING. ANY DESIGN OR DEMAND LOAD INFORMATION USED OR SHOWN
ON THESE DRAWINGS HAS BEEN TAKEN FROM THE CONSTRUCTION DOCUMENTS AND HAS NOT BEEN CONFIRMED BY EARTHBOUND.
3. THIS LAYOUT IS NOT FOR CONSTRUCTION WITHOUT SUBSTANTIATION OF REVIEW BY THE RESPONSIBLE ENGINEER OF RECORD AND
THE GOVERNING BUILDING JURISDICTION.
4. THIS LAYOUT IS SPECIFIC TO THE EARTHBOUND SYSTEM AND IS NOT APPLICABLE TO OTHER TIEDOWN SYSTEMS.
5. REFER TO SHEETS EB-1 & EB-2 FOR ADDITIONAL NOTES AND INFORMATION.
AB LENGTH SCHED
L#
LENGTH (in)
CONNECTION
L1
48
FOOTINGS
L2
30
CONC. WALL
EARTHBOUND SYSTEM
LOCATION LAYOUT SHEET
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"X" INDICATES EARTHBOUND SYSTEM HOLDOWN RUNS. DATE.
x "L#" INDICATES ANCHOR BOLT LENGTH AND CONCRETE 01/26/2021
CONNECTION, SEE AB LENGTH SCHEDULE. SHEET TITLE:
EARTHBOUND SEISMIC
ALLANCHORS SHALL BE L1 UNLESS NOTED OTHERWISE. HOLDOWN SYSTEM LOCATION
ALL RUNS ALIGN WITH WALLS ABOVE. LAYOUT DRAWINGS.
IAPMO ER-0429
THIS SHEET IS INTENDED FOR THE LOCATION OF THE EARTHBOUND SHEET NO.
HOLDOWNS ONLY REFER TO THE CONSTRUCTION PLANS FOR ALL. EB=3
OTHER INFORMATION.
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T, FLOOR FRAMING PLAN
THIS LAYOUT SHEET IS BASED ON HOLDOWN RUN LOCATIONS SHOWN ON
STRUCTURAL PLAN SHEET "S2.1 ". THE CONTRACTOR SHALL NOTIFY
EARTHBOUND IMMEDIATELY IF REVISED PLANS THAT MAY AFFECT THE
QUANTITY AND LOCATION OF RUNS SHOWN ARE ISSUED.
EARTHBOUND SYSTEM LAYOUT DISCLAIMER
1. THIS LAYOUT SHEET IDENTIFIES EARTHBOUND SYSTEM RUNS FOR CONVENIENCE TO THE SYSTEM INSTALLER AND PROVIDED
FOR REFERENCE ONLY. REFER TO THE CONSTRUCTION PLANS FOR ALL OTHER INFORMATION.
2. EARTHBOUND CORPORATION HAS NOT CONFIRMED AND IS NOT RESPONSIBLE FOR THE DESIGN, ENGINEERING, CALCULATIONS OR
DERIVATION OF STRUCTURAL FORCES RELATED TO THE BUILDING. ANY DESIGN OR DEMAND LOAD INFORMATION USED OR SHOWN
ON THESE DRAWINGS HAS BEEN TAKEN FROM THE CONSTRUCTION DOCUMENTS AND HAS NOT BEEN CONFIRMED BY EARTHBOUND.
3. THIS LAYOUT IS NOT FOR CONSTRUCTION WITHOUT SUBSTANTIATION OF REVIEW BY THE RESPONSIBLE ENGINEER OF RECORD AND
THE GOVERNING BUILDING JURISDICTION.
4. THIS LAYOUT IS SPECIFIC TO THE EARTHBOUND SYSTEM AND IS NOT APPLICABLE TO OTHER TIEDOWN SYSTEMS.
5. REFER TO SHEETS EB-1 & EB-2 FOR ADDITIONAL NOTES AND INFORMATION.
AB LENGTH SCHED
L#
LENGTH (in)
CONNECTION
L1
48
FOOTINGS
L2
30
CONC. WALL
EARTHBOUND SYSTEM
LOCATION LAYOUT SHEET
x "X" INDICATES EARTHBOUND SYSTEM HOLDOWN RUNS.
"L#" INDICATES ANCHOR BOLT LENGTH AND CONCRETE
CONNECTION, SEE AB LENGTH SCHEDULE.
ALLANCHORS SHALL BE L1 UNLESS NOTED OTHERWISE
ALL RUNS ALIGN WITH WALLS ABOVE.
THIS SHEET IS INTENDED FOR THE LOCATION OF THE EARTHBOUND
HOLDOWNS ONLY REFER TO THE CONSTRUCTION PLANS FOR ALL.
OTHER INFORMATION.
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EB CORP JOB NO
DATE:
01 /26/2021
SHEET TITLE:
EARTHBOUND SEISMIC
HOLDOWN SYSTEM LOCATION
LAYOUT DRAWINGS.
IAPMO ER-0429
SHEET NO.