1596 Maritime Oak Dr RES18-0358 dwgs 4ATTACI
PLAT
EACH S
(2) S
ATTACI
HDR w
ATTAC
PLA
EACH.
(2)',
ATTA(
HDRi
II STRAPPING DETAILS, U.N.O. I I
(2) MSTA24's @
:ADER TO JACK POST
'(1) STHD14 @ BASE.
)14 @ BASE
4D POST.
Ij
TIE -DOWN PLAN
SCALE: 1/4"=l' -O"
• SEE COVER SHEET (CS) FOR TRUSS TO PLATE
CONNECTION NAIL SIZE AND QUANTITIES.
• SEE COVER SHEET (CS) FOR HOLD-DOWN
INSTALLATION DETAILS.
• SEE TIE -DOWN DETAIL SHEET (TDD) FOR
GENERAL TIE -DOWN DETAILS.
TRUSS TO PLATE CONNECTIONS
(1) H2.5 (A or T) or (1) SDWC15600 @ EACH TRUSS TO
TOP PLATE OR HEADER UNLESS DENOTED AS SHOWN:
FRO •
11 II
(1) H8 (1) MTS12
OTHERWISE FOLLOW SPECIFIC
CALL OUT ON PLAN
SEE DETAIL 5/TDD FOR GABLE STRAPPING AND
DETAIL 2/TDD FOR STRAPPING AT OPENINGS
NOTE: ALL UPLIFTS HAVE BEEN CALCULATED BY
ENGINEER OF RECORD. UPLIFT VALUES REPORTED BY
TRUSS SOFTWARE SHALL BE DISREGARDED. IF USING
ALTERNATIVE CONNECTIONS THAN THOSE SPECIFIED,
THE CONNECTIONS MUST EXCEED THE CAPACITY OF
THE CONNECTION SPECIFIED ON THIS PLAN.
SDWC INSTALLATION GUIDELINES
MAY BE SKEWED UP
TO 300 PROVIDED IT
PASSES THROUGH FULL
DEPTH OF TOP PLATE.
SKEW SDWC UP
TO 140 TO FULLY
EMBED INTO
q OF —•-I 3/411-1" TRUSS BOTTOM
WALL I CHORD (AS
+/-1" SHOWN).
SINGLE DOUBLE TRUSS ALIGNED
SDWC15600 SDWC15600 w/ STUD
GENERAL FULL LENGTH
ATR/QT LOCATIONS
I ALL PLAN REFERENCES TO "ATR" TO BE A 3/8" ALL I
THREAD ROD OR BLUE QUICK TIE CABLE
SEE DETAIL 8 FOR ATR INSTALLATION GUIDELINES
SEE DETAIL 9 FOR QT INSTALLATION GUIDELINES
ALL THREAD RODS / QUICK TIE CABLES
TO BE LOCATED AS FOLLOWS:
1. 3/8" ATR / QTB LOCATED @ SPACING PER PLAN.
2. 3/8" ATR / QTB LOCATED WITHIN 2" OF END POST
OF ONE SIDE OF EACH EXTERIOR CORNER.
LOCATE ON SIDE OF UPPER PLATE SPLICE LAP.
3. 3/8" ATR / QTB EACH SIDE OF EACH PLATE
HEIGHT CHANGE.
4. 3/8" ATR / QTB LOCATED THROUGH CENTER OF
UPPER TOP PLATE SPLICE OR EACH SIDE OF UPPER
TOP PLATE SPLICE.
5. SPECIFIC LOCATIONS DENOTED BY THE
FOLLOWING SYMBOLS:
PLAN SPEC.
OPTIONS
INTERIOR
WALL
ATR
QT
A
3/8"
ATR
QTB
0 G38
3/8"
ATR
QTG
0 012
1/2"
ATR
QTO
A 058
5/8"
ATR
QTO
0 X58
5/8"
ATR
N/A
SHEAR WALLS
SHEAR WALL ID, REFER TO
WALL SHEATHING SCHEDULE
(FR PAGES) AND TO STUBBIE SW6 - 012
SPACING SCHEDULE (TD PAGES)
SHEAR WALL HOLD DOWN TO
BE PLACED @ EACH END OF
SHEAR WALL. REFER TO HOLD TYPICAL
DOWN SCHEDULE (TD PAGES) I SHEARWALL
FOR HOLD DOWN OPTIONS. I I
� CALLOUT J
HOLD DOWN SCHEDULE I
SWOVER
ID
OPTIONS
INTERIOR
WALL
ATR i
QT 1
SIMPSONZ
BEAM/HDR
B38
3/8" ATR
QTB
DTT2Z
(1) CS16
G38
3/8" ATR
QTG
HTT4
(2) CS16's
012
1/2" ATR
QTO
HTT4
(2) CS16's
058
5/8" ATR
QTO
HDQ8
(3) CS16's
X58
5/8" ATR
N/A
HDQ8
(3) CS16's
*I
PER PLAN
PER PLAN
PER PLAN
PER PLAN
1. ATR / QT TO BE LOCATED WITHIN 2" OF END POST.
2. ATR / QT SPACING TO BE MAINTAINED or ATTACH
END POST TO TOP PLATE w/ (1) SPH.
STUBBIE SPACING
SEE DETAIL 7/TDD FOR STUBBIE OPTIONS
SHEAR WALL
ID
STUBBIE SPACING1
INTERIOR
WALL
EXTERIOR
WALL
WALLS w/ NO ID
NONE REQ.
96" o/c3
SW6HP
64" o/c
36" o/c
SW6
42" o/c
24" o/c
SW4
28" o/c
16" o/c
SW3
22" o/c
12" o/c
SWS1
18" o/c
10" o/c
DSW4
14" o/c
8" o/c
DSW3
10" o/c
6" 0/c
NOTES:
1. STUBBIES NOT REQUIRED FOR 2nd FLOOR SHEAR
WALLS OVER WOOD FLOOR SYSTEM.
2. INSTALL (1) STUBBIE WITHIN 8" OF EACH SIDE OF
EACH SHOE PLATE BREAK (SHEATHED WALLS
ONLY).
3. STUBBIES ARE NOT REQUIRED IF NON -ID WALL
HAS ATR's OR QT CABLES INSTALLED.
MURRAY
ENGINEERING INCORPORATED
157 HAMPTON PT DRIVE, STE. 3
ST. AUGUSTINE - FL - 32092
C,O.A.#26894 - (9(X)342-8751 J
JOB NUMBER
J14576
PRIOR VERSION DATES
DESIGNED BY: BAM
DRAWN BY: TPM
CHECKED BY: JRA
SHEET
TD 1
PROJECT ENGINEER
JESSE R. ALEXANDER
FL PE #81327
RE A
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PRIOR VERSION DATES
DESIGNED BY: BAM
DRAWN BY: TPM
CHECKED BY: JRA
SHEET
TD 1
PROJECT ENGINEER
JESSE R. ALEXANDER
FL PE #81327
RE A
132 �O�
ATE OF ��Z
• .4�.
1❑/16/1B
ATR's @ 6' o/c
2nd FLOOR
ATR/QT S PAC I N G P LA N
• REFER TO DETAIL 1/TDD FOR STRAPPING OF ALL
2nd FLOOR WALLS TO BEAMS/TRUSSES BELOW.
• REFER TO DETAIL 2/TDD FOR TIE -DOWN OF WALLS
OVER OPENINGS EXCEEDING ROD SPACING SPEC'D.
• REFER TO DETAIL 3/TDD FOR PORCH HDR/POST
STRAPPING DETAILS, U.N.O.
TIE -DOWN PLAN
SCALE: 1/4"=1'-0"
• SEE COVER SHEET (CS) FOR TRUSS TO PLATE
CONNECTION NAIL SIZE AND QUANTITIES.
• SEE COVER SHEET (CS) FOR HOLD-DOWN
INSTALLATION DETAILS.
• SEE TIE -DOWN DETAIL SHEET (TDD) FOR
GENERAL TIE -DOWN DETAILS.
TRUSS TO PLATE CONNECTIONS
(1) H2.5 (A or T) or (1) SDWC15600 @ EACH TRUSS TO
TOP PLATE OR HEADER UNLESS DENOTED AS SHOWN:
D
(1) H8 (1) MTS12 I N GOD WE TRUST
OTHERWISE FOLLOW SPECIFIC
CALL OUT ON PLAN I'-1 I -I
SEE DETAIL 5/TDD FOR GABLE STRAPPING AND
DETAIL 2/TDD FOR STRAPPING AT OPENINGS
NOTE: ALL UPLIFTS HAVE BEEN CALCULATED BY
ENGINEER OF RECORD. UPLIFT VALUES REPORTED BY
TRUSS SOFTWARE SHALL BE DISREGARDED. IF USING
ALTERNATIVE CONNECTIONS THAN THOSE SPECIFIED,
THE CONNECTIONS MUST EXCEED THE CAPACITY OF
THE CONNECTION SPECIFIED ON THIS PLAN.
SDWC INSTALLATION GUIDELINES
JOB NUMBER
MAY BE SKEWED UP 11 J 1 4576
TO 30" PROVIDED IT I i
PASSES THROUGH FULL
DEPTH OF TOP PLATE.
SKEW SDWC UP
TO 14" TO FULLY
EMBED INTO
4 OF /4"-1" TRUSS BOTTOM
3
WALL CHORD (AS
SHOWN).
SINGLE DOUBLE TRUSS ALIGNED
SDWC15600 SDWC15600 11 w/ STUD
GENERAL FULL LENGTH
ATR/QT LOCATIONS
ALL PLAN REFERENCES TO "ATR" TO BE A 3/8" ALL
THREAD ROD OR BLUE QUICK TIE CABLE
SEE DETAIL 8 FOR ATR INSTALLATION GUIDELINES
SEE DETAIL 9 FOR QT INSTALLATION GUIDELINES
ALL THREAD RODS / QUICK TIE CABLES
TO BE LOCATED AS FOLLOWS:
1. 3/8" ATR / QTB LOCATED @ SPACING PER PLAN.
2. 3/8" ATR / QTB LOCATED WITHIN 2" OF END POST
OF ONE SIDE OF EACH EXTERIOR CORNER.
LOCATE ON SIDE OF UPPER PLATE SPLICE LAP.
3. 3/8" ATR / QTB EACH SIDE OF EACH PLATE
HEIGHT CHANGE.
4. 3/8" ATR / QTB LOCATED THROUGH CENTER OF
UPPER TOP PLATE SPLICE OR EACH SIDE OF UPPER
TOP PLATE SPLICE.
5. SPECIFIC LOCATIONS DENOTED BY THE
FOLLOWING SYMBOLS:
PLAN SPEC.
OPTIONS
INTERIOR
WALL
ATR
QT
SIMPSON2
ATR's @ 6' o/c
ATR
QTB
OG38
3/8"
ATR
QTG
0 012
1/2"
ATR
QTO
A 058
5/8"
(1) H8 @ END POST TO
QTO
0 X58
5/8"
ATR
N/A
HDQ8
SW6HP-B38
X58
5/8" ATR
I
TOP PLATE w/ (3) CS16's
HDQ8
(3) CS16's
*
PER PLAN
PER PLAN
PER PLAN
PER PLAN
@ BASE TO POST BELOW.
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@
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TRUSS
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PLATE
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EACH SIDE F WALL o
Im
I
II
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(2) SD
15 S.
IN
1) MSTA24 @ HEADER TO
HIGH UPLIFT
1
I
HIGH UPLIFT OVER
DR w/ (
SPH4 /8.
nll
JACK POST. ATTACH BASE
1
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OF JACK/KING TO GIRDER
c=-1 P
I�
1
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ATTACH EACH TRUSS TO
TOP PLATE w/ (1) H2.5
Q
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11
II
REFER TO DETAIL DD,
EACH SIDE OF WALL or (2)
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FOLLOW
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PTIQNS_F Ow HIGH
FOLLOW
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�
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N
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�
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WHERE APPLICABLE
II
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PPLICABLE
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(1) H8 @ END POST TO
I
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_ _
JACK POSTw
1 CS22
TOP PLATE w/(3) CS16's
HtAL)7
bttOLLIw
@ BASE TO POST BELOW.
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HIGH UPLIFT OVERAL
BEAM/TRUSS
REFER TO DETAIL 1MD,
I
1
IIII
FOLLOW HIGH UPLIFT
I
I
(2) HTS20's TRUS
IIII
OPTIONS. FOLLOW HIGH
i
i
TO POST w/ ( ) CS16 s
UPLIFT OPTIONS SHOWN ON_
DETAIL 2/TDD WHERE
i
TO POST w/ (2) CS 's
BELO
_ _ _
APPLICABLE
i
@ BASE TO
BER
BELU
II
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1
SDWE 15600' or
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IIII
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li ii
II I
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RUSS / (1) ATR.
11119
11119
�I
I
ATR's @ 6' o/c
2nd FLOOR
ATR/QT S PAC I N G P LA N
• REFER TO DETAIL 1/TDD FOR STRAPPING OF ALL
2nd FLOOR WALLS TO BEAMS/TRUSSES BELOW.
• REFER TO DETAIL 2/TDD FOR TIE -DOWN OF WALLS
OVER OPENINGS EXCEEDING ROD SPACING SPEC'D.
• REFER TO DETAIL 3/TDD FOR PORCH HDR/POST
STRAPPING DETAILS, U.N.O.
TIE -DOWN PLAN
SCALE: 1/4"=1'-0"
• SEE COVER SHEET (CS) FOR TRUSS TO PLATE
CONNECTION NAIL SIZE AND QUANTITIES.
• SEE COVER SHEET (CS) FOR HOLD-DOWN
INSTALLATION DETAILS.
• SEE TIE -DOWN DETAIL SHEET (TDD) FOR
GENERAL TIE -DOWN DETAILS.
TRUSS TO PLATE CONNECTIONS
(1) H2.5 (A or T) or (1) SDWC15600 @ EACH TRUSS TO
TOP PLATE OR HEADER UNLESS DENOTED AS SHOWN:
D
(1) H8 (1) MTS12 I N GOD WE TRUST
OTHERWISE FOLLOW SPECIFIC
CALL OUT ON PLAN I'-1 I -I
SEE DETAIL 5/TDD FOR GABLE STRAPPING AND
DETAIL 2/TDD FOR STRAPPING AT OPENINGS
NOTE: ALL UPLIFTS HAVE BEEN CALCULATED BY
ENGINEER OF RECORD. UPLIFT VALUES REPORTED BY
TRUSS SOFTWARE SHALL BE DISREGARDED. IF USING
ALTERNATIVE CONNECTIONS THAN THOSE SPECIFIED,
THE CONNECTIONS MUST EXCEED THE CAPACITY OF
THE CONNECTION SPECIFIED ON THIS PLAN.
SDWC INSTALLATION GUIDELINES
JOB NUMBER
MAY BE SKEWED UP 11 J 1 4576
TO 30" PROVIDED IT I i
PASSES THROUGH FULL
DEPTH OF TOP PLATE.
SKEW SDWC UP
TO 14" TO FULLY
EMBED INTO
4 OF /4"-1" TRUSS BOTTOM
3
WALL CHORD (AS
SHOWN).
SINGLE DOUBLE TRUSS ALIGNED
SDWC15600 SDWC15600 11 w/ STUD
GENERAL FULL LENGTH
ATR/QT LOCATIONS
ALL PLAN REFERENCES TO "ATR" TO BE A 3/8" ALL
THREAD ROD OR BLUE QUICK TIE CABLE
SEE DETAIL 8 FOR ATR INSTALLATION GUIDELINES
SEE DETAIL 9 FOR QT INSTALLATION GUIDELINES
ALL THREAD RODS / QUICK TIE CABLES
TO BE LOCATED AS FOLLOWS:
1. 3/8" ATR / QTB LOCATED @ SPACING PER PLAN.
2. 3/8" ATR / QTB LOCATED WITHIN 2" OF END POST
OF ONE SIDE OF EACH EXTERIOR CORNER.
LOCATE ON SIDE OF UPPER PLATE SPLICE LAP.
3. 3/8" ATR / QTB EACH SIDE OF EACH PLATE
HEIGHT CHANGE.
4. 3/8" ATR / QTB LOCATED THROUGH CENTER OF
UPPER TOP PLATE SPLICE OR EACH SIDE OF UPPER
TOP PLATE SPLICE.
5. SPECIFIC LOCATIONS DENOTED BY THE
FOLLOWING SYMBOLS:
PLAN SPEC.
OPTIONS
INTERIOR
WALL
ATR
QT
SIMPSON2
3/8"
ATR
QTB
OG38
3/8"
ATR
QTG
0 012
1/2"
ATR
QTO
A 058
5/8"
ATR
QTO
0 X58
5/8"
ATR
N/A
SHEAR WALLS
SHEAR WALL ID, REFER TO
WALL SHEATHING SCHEDULE
(FR PAGES) AND TO STUBBIE SW6 - 012
SPACING SCHEDULE (TD PAGES)
SHEAR WALL HOLD DOWN TO
BE PLACED @ EACH END OF
SHEAR WALL. REFER TO HOLD TYPICAL
DOWN SCHEDULE (TD PAGES) I SHEARWALL
FOR HOLD DOWN OPTIONS. I CALLOUT 1
HOLD DOWN SCHEDULE
SW
ID
OPTIONS
INTERIOR
WALL
ATR i
QT l
SIMPSON2
gEA OVER
B38
3/8" ATR
QTB
DTT2Z
(1) C516
G38
3/8" ATR
QTG
HTT4
(2) CS16's
012
1/2" ATR
QTO
HTT4
(2) CS16's
OS8
5/8" ATR
QTO
HDQ8
(3) CS16's
X58
5/8" ATR
I
N/A
HDQ8
(3) CS16's
*
PER PLAN
PER PLAN
PER PLAN
PER PLAN
1. ATR / QT TO BE LOCATED WITHIN 2" OF END POST.
2. ATR / QT SPACING TO BE MAINTAINED or ATTACH
END POST TO TOP PLATE w/ (1) SPH.
STUBBIE SPACING
SEE DETAIL 7/TDD FOR STUBBIE OPTIONS
SHEAR WALL
ID
STUBBIE SPACING1
INTERIOR
WALL
EXTERIOR
WALL
WALLS w/ NO ID
NONE REQ.
96" o/c3
SW6HP
64" o%
36" o/c
SW6
42" o/c
24" o/c
SW4
28" o/c
16" o/c
SW3
22" o/c
12" o/c
SWS1
18" o/c
10" o/c
DSW4
14" o/c
8" o/c
DSW3
10" o/c
6" o/c
NOTES:
1. STUBBIES NOT REQUIRED FOR 2nd FLOOR SHEAR
WALLS OVER WOOD FLOOR SYSTEM.
2. INSTALL (1) STUBBIE WITHIN 8" OF EACH SIDE OF
EACH SHOE PLATE BREAK (SHEATHED WALLS
ONLY).
3. STUBBIES ARE NOT REQUIRED IF NON -ID WALL
HAS ATR's OR QT CABLES INSTALLED.
PRIOR VERSION DATES
SHEET
TD2
PROJECT ENGINEER
JESSE R. ALEXANDER
FL PE #81327
l,���ii
No 13
�:. E 0 •��
RI• ••
�i� CONAL E0���
10/16/10
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PRIOR VERSION DATES
SHEET
TD2
PROJECT ENGINEER
JESSE R. ALEXANDER
FL PE #81327
l,���ii
No 13
�:. E 0 •��
RI• ••
�i� CONAL E0���
10/16/10
CLIP OR SCREW
PER PLAN
(REFER TO DETAIL
5 FOR GABLE
CONDITION)
SHOE PLATE TO MEMBER BELOW STUD TO SHOE PLATE
(1) SDWC15600 SCREW (1) SDWC15600
@ MAX. 32" o/c. or
NOTE: WHEN HIGH UPLIFT (1) SP1
OPTION IS NOTED ON PLAN USE _
(2) SDWC15600 SCREWS
@ MAX. 24" o/c. BEAM, GIRDER,
BLOCKING, OR
PERPENDICULAR
TRUSS/JOIST/BEAM.
WALL OVER SUPPORT MEMBER BELOW
1/TDD CONVENTIONAL STRAPPING DETAILS
CLIP OR SCREW PER PLAN (REFER TO
DETAIL 5 FOR GABLE CONDITION).
ATTACH TRUSS TO TOP PLATE ON
SHEATHED SIDE OF WALL PER PLAN.
SHEATHING MUST
BE APPLIED PER
DETAI L J/FRD.
CUT SECTION
HEADER MAY
BE FLUSH (AS
SHOWN) OR
DROPPED.
WALL TO HEADER STRAPPING IS NOT REQUIRED
IF ATR SPACING SPECIFIED IS MAINTAINED.
n
ISI i
t I
I I
t
I i
SEE FULL i
LENGTH ELEVATION VIEW
ATR DETAIL
SINGLE ROOF FRAMING DIRECTLY
O
STORY OPTION OVER OPENING
n
** HIGH UPLIFT OPTION **
REQUIRED WHEN
NOTED ON PLAN
**TIGHTEN TO 16" o/c MAX.
FOR "HIGH UPLIFT" OPTION.
NOTE: FOR 24" o/c FRAMING
USE (2) SDWC15600 SCREWS
or (1) SPH4/6/8
@ EACH STUD TO TOP/SHOE
PLATE.
** LOW UPLIFT OPTION **
BASED ON SUPPORTING
ROOF SPAN
SPACING MAY BE INCREASED
TO 48" o/c WHEN SUPPORTED
ROOF TRUSSES SPAN NO
MORE THAN 12'.
SEE FULL
LENGTH
ATR DETAIL
NOTE: JACK/KING TO SHOE
PLATE AND SHOE PLATE TO
MEMBER BELOW
CONNECTIONS MAY BE
REPLACED w/ (1) MSTA12 OR
(1) CS22 @ BASE OF
JACK/KING POST DIRECTLY
TO MEMBER BELOW.
SCREWS ALSO NOT
REQUIRED IF STRAPPING IS
SPECIFIED ON PLAN.
ALTERNATIVE
FLUSH
HEADER
ALTERNATIVE
DROPPED
HEADER
(2) SDWC15600 SCREWS
or (1) TSP @ KING POST
TO TOP PLATE.
SEE DETAIL 2/TDD
FOR STRAPPING
OF TOP PLATE TO
HEADER.
(2) SDWC15600
— STUD TO TOP PLATE
(1) SDWC15600
(1) H2.5A/T @ HDR
NOTE: STUD TO SHOE PLATE
or
(2) SDWC15600
AND SHOE PLATE TO
(1) H8, TSP, or SP2
w/ NUT & CUT
MEMBER BELOW
H2.5A/T @ BASE
CONNECTIONS MAY BE
@ BASE OF
REPLACED w/ (1) CS22 @
BASE OF STUD DIRECTLY TO
32" :MAX.**
JACK/KING POST
MEMBER BELOW.
(1) FULL
SHOE PLATE TO MEMBER BELOW STUD TO SHOE PLATE
(1) SDWC15600 SCREW (1) SDWC15600
@ MAX. 32" o/c. or
NOTE: WHEN HIGH UPLIFT (1) SP1
OPTION IS NOTED ON PLAN USE _
(2) SDWC15600 SCREWS
@ MAX. 24" o/c. BEAM, GIRDER,
BLOCKING, OR
PERPENDICULAR
TRUSS/JOIST/BEAM.
WALL OVER SUPPORT MEMBER BELOW
1/TDD CONVENTIONAL STRAPPING DETAILS
CLIP OR SCREW PER PLAN (REFER TO
DETAIL 5 FOR GABLE CONDITION).
ATTACH TRUSS TO TOP PLATE ON
SHEATHED SIDE OF WALL PER PLAN.
SHEATHING MUST
BE APPLIED PER
DETAI L J/FRD.
CUT SECTION
HEADER MAY
BE FLUSH (AS
SHOWN) OR
DROPPED.
WALL TO HEADER STRAPPING IS NOT REQUIRED
IF ATR SPACING SPECIFIED IS MAINTAINED.
n
ISI i
t I
I I
t
I i
SEE FULL i
LENGTH ELEVATION VIEW
ATR DETAIL
SINGLE ROOF FRAMING DIRECTLY
O
STORY OPTION OVER OPENING
n
** HIGH UPLIFT OPTION **
REQUIRED WHEN
NOTED ON PLAN
**TIGHTEN TO 16" o/c MAX.
FOR "HIGH UPLIFT" OPTION.
NOTE: FOR 24" o/c FRAMING
USE (2) SDWC15600 SCREWS
or (1) SPH4/6/8
@ EACH STUD TO TOP/SHOE
PLATE.
** LOW UPLIFT OPTION **
BASED ON SUPPORTING
ROOF SPAN
SPACING MAY BE INCREASED
TO 48" o/c WHEN SUPPORTED
ROOF TRUSSES SPAN NO
MORE THAN 12'.
SEE FULL
LENGTH
ATR DETAIL
NOTE: JACK/KING TO SHOE
PLATE AND SHOE PLATE TO
MEMBER BELOW
CONNECTIONS MAY BE
REPLACED w/ (1) MSTA12 OR
(1) CS22 @ BASE OF
JACK/KING POST DIRECTLY
TO MEMBER BELOW.
SCREWS ALSO NOT
REQUIRED IF STRAPPING IS
SPECIFIED ON PLAN.
ALTERNATIVE
FLUSH
HEADER
ALTERNATIVE
DROPPED
HEADER
(2) SDWC15600 SCREWS
or (1) TSP @ KING POST
TO TOP PLATE.
SEE DETAIL 2/TDD
FOR STRAPPING
OF TOP PLATE TO
HEADER.
(2) SDWC15600
3/8"x6" TITEN HD
(1) H2.5A/T @ HDR
n
1/2"0" CAST-IN-
(2) SDWC15600
SCREWS or (1) DSP
w/ NUT & CUT
w/ NUT & CUT
WASHER
H2.5A/T @ BASE
SCREWS or (1) DSP
@ BASE OF
U
@ BASE: OF
JACK/KING POST
ONLY (1) H2.5A/T
(1) FULL
REQUIRED IF
JACK/KING POST
TO SHOE PLATE
HEADER BEARS
SHOWN. NOTCHED
WITHIN 2"
DIRECTLY ON TOP
TO SHOE PLATE.
(2) SDWC15600 -- — _
SCREWS @ SHOE -
PLATE TO MEMBER
BELOW.
OPENING OVER PARALLEL MEMBER
(2) SDWC15600 SCREWS
or (1) TSP @ KING POST
TO TOP PLATE.
SEE DETAIL 2/TDD
:OR STRAPPING
F TOP PLATE TO
HEADER.
(2) SDWC15600
SCREWS @ SHOE
PLATE TO EACH
INTERSECTING
MEMBER EACH
SIDE OF JACK/KING
POST.
[—OPENING OVER PERPENDICULAR MEMBER
NOTE: PLAN SPECIFIC NOTES OVERRIDE THESE DETAILS.
ATTACH TRUSS TO
TOP PLATE ON
INTERIOR SIDE OF
WALL PER PLAN.
- ATTACH TOP PLATE
TO FLUSH HDR w/
SPH's @ 48" o/c.
CONY. METAL OPTION
CLIP OR SCREW -
PER PLAN
(REFER TO DETAIL
5 FOR GABLE
CONDITION) y
NOTE: TOP
PLATE TO HDR
STRAPPING MAY
BE OMITTE
PROVIDED T AT
EACH TRUSS IS
ATTACH TO HDR
w/ MTS12 FOR
EACH SPECIFIED
H2.5T OR
SDWC15600.
�-- STUD TO TOP PLATE
(1) SDWC15600
or
(1) H8, TSP, or SP2
32" o/ :MAX.**—
_& MAX.**
STUD TO SHOE PLATE
(1) SDWC15600
or
(1) H8
SDWC TO BE INSTALLED
SKEWED BETWEEN 10'
AND 30' FROM VERTICAL.
F3,_
ATTACH HDR TO TOP
PLATE w/ SDWC15600's
@ 24" o/c SKEWED
rn BETWEEN 10' AND 30'
FROM VERTICAL.
SDWC SCREW OPTION
** HIGH UPLIFT OPTION **
REQUIRED WHEN
NOTED ON PLAN
**TIGHTEN TO 16" o/c MAX.
FOR "HIGH UPLIFT" OPTION.
NOTE: FOR 24" o/c FRAMING
USE (2) SDWC15600 SCREWS
or (1) SPH4/6/8
@ EACH STUD TO TOP/SHOE
PLATE.
** LOW UPLIFT OPTION **
BASED ON SUPPORTING
ROOF SPAN
SPACING MAY BE INCREASED
TO 48 o/c WHEN SUPPORTED
ROOF TRUSSES SPAN NO
MORE THAN 12'.
WALL TO HEADER STRAPPING IS NOT REQUIRED OPENING OVER HDR BELOW
IF ATR SPACING SPECIFIED IS MAINTAINED. NOTE: FOR OPENINGS WITH JACKS/KINGS
OVER HEADER BELOW ATTACH KING POST
n TO TOP PLATE w/ (2) SDWC15600 SCREWS
CLIP OR SCREW or (1) TSP AND ATTACH BASE OF JACK/KING
I ` i PER PLAN POST TO HDR BELOW w/ (1) CS22, UNLESS
(REFER TO DETAIL NOTED OTHERWISE ON PLAN.
I I I 5 FOR GABLE
I I I I
I I I i CONDITION) �----
'I II
HIGH UPLIFT OPTION
I I STUD TO TOP PLATE
I t I REQUIRED WHEN
O SHOE PLATE (1) SDWC15600 TED ON PLAN
SEE FULL
LENGTH I
ATR DETAIL I I
I i
I I
I I
I I
I i
I I
I I
I
I -
I I
I I
� I
ELEVATION VIEW
MULTI ROOF FRAMING OVER FLOOR SYSTEM
OVER OPENING
STORY OPTION
NOTE. STUD T
AND SHOE PLATE TO
MEMBER BELOW
CONNECTIONS MAY BE
REPLACED w/ (1) CS22 @
BASE OF STUD DIRECTLY TO
MEMBER BELOW.
or
(1) H8, TSP, or SP2
32" o/c MAX. **
SHOE PLATE TO MEMBER BELOW SfUDTO SHOE PLATE
(1) SDWC15600 SCREW (1) SDWC15600
@ MAX. 32" o/c. or
NOTE: WHEN HIGH UPLIFT (1)SP1
OPTION IS NOTED ON PLAN USE
(2) SDWC15600 SCREWS
@ MAX. 24" o/c.
SEE SINGLE STORY OPTIONS
FOR ATTACHMENT OF 1st
FLOOR TOP PLATE TO HDR. I FATTACH EACH FLOOR TRUSS TO
(NOT REQUIRED IF 2nd PLATE w/ (1) SDWC15600
FLOOR STUDS ARE ��(NOT REQUIRED IF 2nd FLOOR
ATTACHED TO HDR w/ STUDS ARE ATTACHED TO HDR
CS22's. w/ CS22's)
— CUT SECTION
2 TDD WALL OVER HEADER STRAPPING DETAILS ALL OPTIONS APPLY TO ALL WINDOW/PORCH SUPPORTING ROOF TRUSSES/RAFTERS ABOVE.
/ THIS DETAIL DOES NOT APPLY TO WALLS SUPPORTING A FLOOR ONLY.
NO
**TIGHTEN TO 16" o/c MAX.
FOR "HIGH UPLIFT" OPTION.
NOTE: FOR 24" o/c FRAMING
USE (2) SDWC15600 SCREWS
or (1) SPH4/6/8
@ EACH STUD TO TOP/SHOE
PLATE.
** LOW UPLIFT OPTION
BASED ON SUPPORTING
ROOF SPAN
SPACING MAY BE INCREASED
TO 48" o/c WHEN SUPPORTED
ROOF TRUSSES SPAN NO
MORE THAN 12'.
-(1) FULL LENGTH
ATR WITHIN 2" OF
HEADER POST.
PLATED CONDITION
SHOWN. NOTCHED
HEADER APPLIES.
(1) FULL LENGTH
ATR WITHIN 2" OF
END POST, ONE
L,�m SIDE OF CORNER.
-�-- PLATED CONDITION
SHOWN. NOTCHED
�. HEADER APPLIES.
PORCH HDR @ WALLPORCH HDR @ WALL CORNER RAISED PORCH HDR @ WALL
(1) MSTA24 @
EACH PORCH HDR
TO COLUMN (MIN.
(2) MSTA24's PER
COLUMN).
L_ PORCH HDR,
SEE PLAN.
PORCH POST,
SEE PLAN.
ABU
(12) 16d
5/8" x 6" EMBED COMMON (.162)
EPDXIED ATR. x 3-1/2" NAILS.
PORCH HDR @ POST CORNER
3/TDD PORCH HDR STRAPPING DETAILS
MAXIMUM SPACING PER PLAN —,
I I
I I
I I
I I
I I
I I
I I
SEE I I
STUBBIE
OPTIONS
DETAIL I I
I I
I I I I
SEE FULL LENGTH
3/8" ATR or QTB
DETAIL
(1) MSTA24 @ EACH
PORCH HDR TO COLUMN
(MIN. (2) MSTA24's PER
COLUMN).
PORCH HDR,_
SEE PLAN.
PORCH POST,
SEE PLAN.
ABU
(12) 16d
5/8" x 6" EMBED COMMON (.162)
EPDXIED ATR. x 3-1/2" NAILS.
PORCH HDR @ POST
SEE FULL LENGTH
3/8" ATR or QTB j
DETAIL I i
I I
II
II
II
! I
SEE i
I I
STUBBIE
OPTIONS
DETAIL e I
I I
(I i
lul ISI
STUBBIE SPACING
IF SPECIFIED ON PLAN
OR SCHEDULE.
NOTE: FULL LENGTH ATR MAY BE
INCLUDED IN STUBBIE SPACING.
4/TDD ALL THREAD ROD SYSTEM DETAIL
II II II II
II I II II
II II II II
it I II II
II II II
II II II II
II II II II
II II II II
II II I II
II II I II
II II II II
it 11 II
II II I II
II II II II
II II II II
II II II II
II II II
II II II II
II II II I
II II II
II II II II
OPTION 2
ATTACH TOP PLATE TO GABLE END
BOTTOM CHORD w/ SIMPSON SDWC
OR 1/4"x6" SDS SCREWS @ V o/c.
:OR OPENINGS GREATER THAN 5' BUT
NO LARGER THAN 18', INSTALL (2)
SCREWS EACH SIDE OF OPENING.
11 �C 1 �• 1
BALLOON FRAMED
GABLE END
ATTACH STUDS TO TOP PLATE
w/ (1) H8 AND TO SHOE
PLATE w/ (1) SSP OR TO
BEAM/HDR BELOW w/ (1)
C522 @ 48" o/c MAX.
ATTACH SHOE PLATE w/
3/8"x6" EMBED EPDXIED ATR
STUBBIES @ ATR/STUBBIE
SPACING SPECIFIED ON PLAN.
NOTE: IF OPTION 2 IS
FOLLOWED, ATTACH TOP
PLATE STRAPPING ON SAME
SIDE AS LTP4'S.
OPTION 1
ATTACH TOP PLATE TO
GABLE END BOTTOM
CHORD w/ LTP41s @ 5' o/c.
GENERAL NOTES
1. ALL EPDXY CONNECTIONS TO BE MADE WITH SIMPSON "SET -XP"
2 -PART EPDXY, INSTALLED PER MANUFACTURER's INSTRUCTIONS.
EXCEPTION: IT IS ALLOWABLE TO USE QUICK TIE QE -1 EPDXY FOR
ALL QUICK TIE (QT) CABLES.
2. NAIL DIAMETERS:
8d COMMON =.131
16d SINKER =.148
10d COMMON =.148
16d COMMON =.162
3. IN THE EVENT THE SHEATHING IS APPLIED PRIOR TO INSTALLATION
OF THE SPH CONNECTIONS SPECIFIED, IT IS ALLOWABLE TO
SUBSTITUTE A SPHR OR MSTA24 w/ (6) 10d COMMON NAILS EACH
SIDE TO STUD OR HEADER. USE 1-1/2" NAILS ON EXPOSED
STUD/HEADER SIDE AND 2-1/2" NAILS ON SHEATHED SIDE.
4. ATR/QT MAXIMUM OUT -OF -PLUMB TOLERANCE: 1/4" PER FOOT
OR 2" PER FLOOR LEVEL - WHICHEVER IS LESS.
5. WASHERS TO BE TOTALLY SUPPORTED BY TOP PLATE.
6. IN THE EVENT A COUPLER IS REQUIRED USE A LOW -CARBON STEEL
COUPLER w/ MIN. 5/8" THREAD ENGAGEMENT FROM EACH ALL
THREAD ROD.
3/8"x6" TITEN HD
(1) H2.5A/T @ HDR
n
1/2"0" CAST-IN-
EPDXIED ATR
TO POST w/ (1)
w/ NUT & CUT
w/ NUT & CUT
WASHER
H2.5A/T @ BASE
TO POST/TOP
PLATE BELOW.
U
>_
ONLY (1) H2.5A/T
(1) FULL
REQUIRED IF
PLATED CONDITION
LENGTH ATR
HEADER BEARS
SHOWN. NOTCHED
WITHIN 2"
DIRECTLY ON TOP
HEADER APPLIES.
OF HEADER
PLATE.
POST.
PORCH HDR @ WALLPORCH HDR @ WALL CORNER RAISED PORCH HDR @ WALL
(1) MSTA24 @
EACH PORCH HDR
TO COLUMN (MIN.
(2) MSTA24's PER
COLUMN).
L_ PORCH HDR,
SEE PLAN.
PORCH POST,
SEE PLAN.
ABU
(12) 16d
5/8" x 6" EMBED COMMON (.162)
EPDXIED ATR. x 3-1/2" NAILS.
PORCH HDR @ POST CORNER
3/TDD PORCH HDR STRAPPING DETAILS
MAXIMUM SPACING PER PLAN —,
I I
I I
I I
I I
I I
I I
I I
SEE I I
STUBBIE
OPTIONS
DETAIL I I
I I
I I I I
SEE FULL LENGTH
3/8" ATR or QTB
DETAIL
(1) MSTA24 @ EACH
PORCH HDR TO COLUMN
(MIN. (2) MSTA24's PER
COLUMN).
PORCH HDR,_
SEE PLAN.
PORCH POST,
SEE PLAN.
ABU
(12) 16d
5/8" x 6" EMBED COMMON (.162)
EPDXIED ATR. x 3-1/2" NAILS.
PORCH HDR @ POST
SEE FULL LENGTH
3/8" ATR or QTB j
DETAIL I i
I I
II
II
II
! I
SEE i
I I
STUBBIE
OPTIONS
DETAIL e I
I I
(I i
lul ISI
STUBBIE SPACING
IF SPECIFIED ON PLAN
OR SCHEDULE.
NOTE: FULL LENGTH ATR MAY BE
INCLUDED IN STUBBIE SPACING.
4/TDD ALL THREAD ROD SYSTEM DETAIL
II II II II
II I II II
II II II II
it I II II
II II II
II II II II
II II II II
II II II II
II II I II
II II I II
II II II II
it 11 II
II II I II
II II II II
II II II II
II II II II
II II II
II II II II
II II II I
II II II
II II II II
OPTION 2
ATTACH TOP PLATE TO GABLE END
BOTTOM CHORD w/ SIMPSON SDWC
OR 1/4"x6" SDS SCREWS @ V o/c.
:OR OPENINGS GREATER THAN 5' BUT
NO LARGER THAN 18', INSTALL (2)
SCREWS EACH SIDE OF OPENING.
11 �C 1 �• 1
BALLOON FRAMED
GABLE END
ATTACH STUDS TO TOP PLATE
w/ (1) H8 AND TO SHOE
PLATE w/ (1) SSP OR TO
BEAM/HDR BELOW w/ (1)
C522 @ 48" o/c MAX.
ATTACH SHOE PLATE w/
3/8"x6" EMBED EPDXIED ATR
STUBBIES @ ATR/STUBBIE
SPACING SPECIFIED ON PLAN.
NOTE: IF OPTION 2 IS
FOLLOWED, ATTACH TOP
PLATE STRAPPING ON SAME
SIDE AS LTP4'S.
OPTION 1
ATTACH TOP PLATE TO
GABLE END BOTTOM
CHORD w/ LTP41s @ 5' o/c.
GENERAL NOTES
1. ALL EPDXY CONNECTIONS TO BE MADE WITH SIMPSON "SET -XP"
2 -PART EPDXY, INSTALLED PER MANUFACTURER's INSTRUCTIONS.
EXCEPTION: IT IS ALLOWABLE TO USE QUICK TIE QE -1 EPDXY FOR
ALL QUICK TIE (QT) CABLES.
2. NAIL DIAMETERS:
8d COMMON =.131
16d SINKER =.148
10d COMMON =.148
16d COMMON =.162
3. IN THE EVENT THE SHEATHING IS APPLIED PRIOR TO INSTALLATION
OF THE SPH CONNECTIONS SPECIFIED, IT IS ALLOWABLE TO
SUBSTITUTE A SPHR OR MSTA24 w/ (6) 10d COMMON NAILS EACH
SIDE TO STUD OR HEADER. USE 1-1/2" NAILS ON EXPOSED
STUD/HEADER SIDE AND 2-1/2" NAILS ON SHEATHED SIDE.
4. ATR/QT MAXIMUM OUT -OF -PLUMB TOLERANCE: 1/4" PER FOOT
OR 2" PER FLOOR LEVEL - WHICHEVER IS LESS.
5. WASHERS TO BE TOTALLY SUPPORTED BY TOP PLATE.
6. IN THE EVENT A COUPLER IS REQUIRED USE A LOW -CARBON STEEL
COUPLER w/ MIN. 5/8" THREAD ENGAGEMENT FROM EACH ALL
THREAD ROD.
I n
u
OPTIONS
7/TDD STUBBIE OPTIONS
3/8" GRADE 2 HEX NUT
OVER 2"x2"x1/8" WASHER.
3/8" ASTM F1554,
f
GRADE 36 STEEL ROD. UPPERMOST
TOP PLATE
SET ROD IN 7/16" BRUSHED
AND BLOWN HOLE. EPDXY
TO OVERFLOW
ONTO SHOE PLATE.
LOWEST
EMBEDMENT: SHOE PLATE
INTERIOR - 4
EXTERIOR* (MONO) - 6"
EXTERIOR* (STEMWALL) - 6" I i
*MIN. 2-1/2" EDGE DISTANCE
3/8" ATR DETAIL
1/2" GRADE 2 HEX NUT OVER
3"x3"x1/8" SLOTTED WASHER.
1/2" ASTM F1554, —
GRADE 36 STEEL ROD. ' UPPERMOST
TOP PLATE
SET ROD IN 9/16" BRUSHED
AND BLOWN HOLE. EPDXY
TO OVERFLOW
ONTO SHOE PLATE.
LOWEST
SHOE PLATE
EMBEDMENT:
INTERIOR - 5
EXTERIOR* (MONO) - 8"
EXTERIOR* (STEMWALL) - 12"
*MIN. 3" EDGE DISTANCE i
u
1/2" ATR DETAIL
i
5/8" GRADE 2 HEX NUT OVER
DOUBLE 3"x3"x1/4" ROUND
HOLE WASHER.
5/8" ASTM F1554, _
GRADE 36 STEEL ROD. UPPERMOST
TOP PLATE
SET ROD IN 11/16 BRUSHED
AND BLOWN HOLE. EPDXY
TO OVERFLOW
ONTO SHOE PLATE.
LOWEST
EMBEDMENT: SHOE PLATE
INTERIOR - 6" — + L
EXTERIOR* (MONO) - 12"
EXTERIOR* (STEMWALL) - 15" j
*MIN. 3" EDGE DISTANCE I I
II
u
5/8" ATR DETAIL
8/TDD ATR DETAILS
NOTE: IN THE
EVENT WALL
CAVITY SPACE
DOES NOT ALLOW
REQUIRED
STUBBLE, IT IS
ALLOWABLE TO
USE AN LTT20B @
BASE OF WALL
POST
3/8" GRADE 2 HEX NUT
OVER 2 -1/4"x2 -1/4"x1/8"
WASHER.
QTB BLUE QUICK
TIE ASSEMBLY
CONSISTING OF 3/8" UPPERMOST
THREADED STUDS TOP PLATE
AND 3/16" WIRE ROPE.
SET ROD IN 7/16"
BRUSHED AND BLOWN
HOLE. EPDXY TO LOWEST
OVERFLOW SHOE PLATE
ONTO SHOE PLATE.
NOTE: PROVIDE MIN.
2-1/2" EDGE DISTANCE @ U 4"
SLAB EDGES (WHERE
APPLICABLE)
QTB (BLUE) DETAIL
1/2" GRADE 2 HEX NUT
OVER 3"x3"x1/4" WASHER.
QTG GREEN QUICK
TIE ASSEMBLY
CONSISTING OF 1/2" UPPERMOST
THREADED STUDS TOP PLATE
AND 1/4" WIRE ROPE.
L
SET ROD IN 9/16"
BRUSHED AND BLOWN
HOLE. EPDXY TO LOWEST
OVERFLOW SHOE PLATE
ONTO SHOE PLATE.
NOTE: COUPLE TO
1/2"x8" EMBED EPDXIED I 4"
ATR @ ALL SLAB EDGES
(MIN. 3" EDGE DISTANCE).
QTG (GREEN) DETAIL
5/8" GRADE 2 HEX NUT
OVER 3"x3"x1/4" WASHER.
QTOORANGE QUICK
TIE ASSEMBLY
CONSISTING OF 5/8" UPPERMOST
THREADED STUDS TOP PLATE
AND 5/16" WIRE ROPE.
SET ROD IN 11/16"
BRUSHED AND BLOWN
HOLE. EPDXY TO LOWEST
OVERFLOW SHOE PLATE
ONTO SHOE PLATE.
I F
NOTE: COUPLE TO
"
5/8"x15" EMBED EPDXIED j j 6
ATR @ ALL SLAB EDGES
(MIN. 3" EDGE DISTANCE).
QTO (ORANGE) DETAIL
9/TDD QUICK TIE DETAILS
r
*###*
k k * * k
***#*
****
tIN G❑D WE TRUST J
MURRAY
ENGINEERING INCORPORATED
157 HAMPTON PT DRIVE, STE. 3
ST. AUGUSTINE - FL - 32092
C.O.A. #26894 - (904) 342-8751
JOB NUMBER
J14576
3/8"x6" TITEN HD
w/ CUT WASHER
3/8"x6" EMBED
1/2"0" CAST-IN-
EPDXIED ATR
PLACE "J" BOLT
w/ NUT & CUT
w/ NUT & CUT
WASHER
WASHER
I n
u
OPTIONS
7/TDD STUBBIE OPTIONS
3/8" GRADE 2 HEX NUT
OVER 2"x2"x1/8" WASHER.
3/8" ASTM F1554,
f
GRADE 36 STEEL ROD. UPPERMOST
TOP PLATE
SET ROD IN 7/16" BRUSHED
AND BLOWN HOLE. EPDXY
TO OVERFLOW
ONTO SHOE PLATE.
LOWEST
EMBEDMENT: SHOE PLATE
INTERIOR - 4
EXTERIOR* (MONO) - 6"
EXTERIOR* (STEMWALL) - 6" I i
*MIN. 2-1/2" EDGE DISTANCE
3/8" ATR DETAIL
1/2" GRADE 2 HEX NUT OVER
3"x3"x1/8" SLOTTED WASHER.
1/2" ASTM F1554, —
GRADE 36 STEEL ROD. ' UPPERMOST
TOP PLATE
SET ROD IN 9/16" BRUSHED
AND BLOWN HOLE. EPDXY
TO OVERFLOW
ONTO SHOE PLATE.
LOWEST
SHOE PLATE
EMBEDMENT:
INTERIOR - 5
EXTERIOR* (MONO) - 8"
EXTERIOR* (STEMWALL) - 12"
*MIN. 3" EDGE DISTANCE i
u
1/2" ATR DETAIL
i
5/8" GRADE 2 HEX NUT OVER
DOUBLE 3"x3"x1/4" ROUND
HOLE WASHER.
5/8" ASTM F1554, _
GRADE 36 STEEL ROD. UPPERMOST
TOP PLATE
SET ROD IN 11/16 BRUSHED
AND BLOWN HOLE. EPDXY
TO OVERFLOW
ONTO SHOE PLATE.
LOWEST
EMBEDMENT: SHOE PLATE
INTERIOR - 6" — + L
EXTERIOR* (MONO) - 12"
EXTERIOR* (STEMWALL) - 15" j
*MIN. 3" EDGE DISTANCE I I
II
u
5/8" ATR DETAIL
8/TDD ATR DETAILS
NOTE: IN THE
EVENT WALL
CAVITY SPACE
DOES NOT ALLOW
REQUIRED
STUBBLE, IT IS
ALLOWABLE TO
USE AN LTT20B @
BASE OF WALL
POST
3/8" GRADE 2 HEX NUT
OVER 2 -1/4"x2 -1/4"x1/8"
WASHER.
QTB BLUE QUICK
TIE ASSEMBLY
CONSISTING OF 3/8" UPPERMOST
THREADED STUDS TOP PLATE
AND 3/16" WIRE ROPE.
SET ROD IN 7/16"
BRUSHED AND BLOWN
HOLE. EPDXY TO LOWEST
OVERFLOW SHOE PLATE
ONTO SHOE PLATE.
NOTE: PROVIDE MIN.
2-1/2" EDGE DISTANCE @ U 4"
SLAB EDGES (WHERE
APPLICABLE)
QTB (BLUE) DETAIL
1/2" GRADE 2 HEX NUT
OVER 3"x3"x1/4" WASHER.
QTG GREEN QUICK
TIE ASSEMBLY
CONSISTING OF 1/2" UPPERMOST
THREADED STUDS TOP PLATE
AND 1/4" WIRE ROPE.
L
SET ROD IN 9/16"
BRUSHED AND BLOWN
HOLE. EPDXY TO LOWEST
OVERFLOW SHOE PLATE
ONTO SHOE PLATE.
NOTE: COUPLE TO
1/2"x8" EMBED EPDXIED I 4"
ATR @ ALL SLAB EDGES
(MIN. 3" EDGE DISTANCE).
QTG (GREEN) DETAIL
5/8" GRADE 2 HEX NUT
OVER 3"x3"x1/4" WASHER.
QTOORANGE QUICK
TIE ASSEMBLY
CONSISTING OF 5/8" UPPERMOST
THREADED STUDS TOP PLATE
AND 5/16" WIRE ROPE.
SET ROD IN 11/16"
BRUSHED AND BLOWN
HOLE. EPDXY TO LOWEST
OVERFLOW SHOE PLATE
ONTO SHOE PLATE.
I F
NOTE: COUPLE TO
"
5/8"x15" EMBED EPDXIED j j 6
ATR @ ALL SLAB EDGES
(MIN. 3" EDGE DISTANCE).
QTO (ORANGE) DETAIL
9/TDD QUICK TIE DETAILS
r
*###*
k k * * k
***#*
****
tIN G❑D WE TRUST J
MURRAY
ENGINEERING INCORPORATED
157 HAMPTON PT DRIVE, STE. 3
ST. AUGUSTINE - FL - 32092
C.O.A. #26894 - (904) 342-8751
JOB NUMBER
J14576
PRIOR VERSION DATES
DESIGNED BY: BAM
DRAWN BY: TPM
CHECKED BY: JRA
SHEET
PROJECT ENGINEER
JESSE R. ALEXANDER
FL PE #81327
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PRIOR VERSION DATES
DESIGNED BY: BAM
DRAWN BY: TPM
CHECKED BY: JRA
SHEET
PROJECT ENGINEER
JESSE R. ALEXANDER
FL PE #81327
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