HomeMy WebLinkAboutContinuous Lanai Portal Frame Drawing Samples_arrangement 34x22BRACED WALL LINE LENGTH
BRACED WALL LINE LENGTH
BRACED WALL LINE LENGTH
BRACED WALL LINE LENGTH
16'-0" MAX
20'-0" MAX
32'-0" MAX
32'-0" MAX
OF PANEL
HEADER BEAM
1
HEADER BEAM
2
HEADER BEAM 1 HEADER BEAM 2 HEADER BEAM 3
EQ
EQ
MEOW*
. .
MEOW*
. .
C — — C
07MEOW*
8'-0" MAX 8'—O" MAX
MEOW*
. . . .
. . . .
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C
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C
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C
X
X
X
X
FOR A PANEL SPLICE (IF NEEDED),
o
PANEL EDGES SHALL BE BLOCKED,
o
0
0
:.. AND OCCUR WITHIN 24" OF
o
MID -HEIGHT. ONE ROW OF TYP.
o
SHEATHING -TO -FRAMING NAILING IS
REQUIRED. IF 2x4 BLOCKING IS
USED, THE 2x4's MUST BE NAILED
TOGETHER W/ 3 16D SINKERS
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PRO,EC„,LE PRESCRIPTIVE SOLUTIONS UTILIZING
PR9,EC„"LE PRESCRIPTIVE SOLUTIONS UTILIZING
PR9,EC„"LE PRESCRIPTIVE SOLUTIONS UTILIZING
PR9,EC„"LE PRESCRIPTIVE SOLUTIONS UTILIZING
ALTERNATE BRACED WALL PANELS
ALTERNATE BRACED WALL PANELS
ALTERNATE
BRACED WALL
PANELS
ALTERNATE BRACED WALL PANELS
�—
- = =
- = =
- = =
1012021
10/2021
10/2021
10/2021
REV
DESCRIPTION
DATE
REV
DESCRIPTION
DATE
REV
DESCRIPTION
DATE
REV
DESCRIPTION
DATE
EET Tn�e
ARRANGEMENT
EET Tne
ARRANGEMENT 2
EET Tn�e
ARRANGEMENT
EET Tn�e
ARRANGEMENT 4
COUNTY OF HAWAI'I
DEPARTMENT OF PUBLIC WORKS
COUNTY OF HAWAI'I
DEPARTMENT OF PUBLIC WORKS
COUNTY OF HAWAI'I
DEPARTMENT OF PUBLIC WORKS
COUNTY OF HAWAI'I
DEPARTMENT OF PUBLIC WORKS04
DESIGN BY: DHL
s"'"°
DESIGN BY: DHL
SHTNo
DESIGN BY: DHL SHTNo
DESIGN BY: DHL
SHTNo
DRAWN BY: NB
DRAWN BY: NB
DRAWN BY: NB
DRAWN BY: NB
BUILDING DIVISION
1
1
BUILDING DIVISION
BUILDING DIVISION
3
BUILDING DIVISION
101 PAUAHI ST; SUITE 7
101 PAUAHI ST; SUITE 7
101 PAUAHI ST; SUITE 7
101 PAUAHI ST; SUITE 7
HILO, HI 96720
CHECKED BYflHL
- OF - SHTS
HILO, HI 96720
CHECKED BYflHL
- OF - SHTS
HILO, HI 96720
CHECKED BYflHL
- OF - SHTS
HILO, HI 96720
CHECKED BYflHL
- OF - SHTS
BRACED WALL LINE LENGTH
BRACED WALL LINE LENGTH
BRACED WALL LINE LENGTH
GENERAL NOTES
ARRANGEMENTS METHOD NOTES
00
40-0" MAX
48'-0" MAX
64'-0" MAX
00
THE FOLLOWING ALTERNATE BRACED WALL PANEL
ARRANGEMENTS ARE INTENDED FOR USE ALONG A
1. ABSOLUTELY NO SPLICING OF THE HEADER BEAM IS
ALLOWED OTHER THAN WHAT IS SHOWN IN THE
HEADER BEAM 1 HEADER BEAM 2
HEADER BEAM 1 HEADER BEAM 2 HEADER BEAM 3
HEADER BEAM 1 HEADER BEAM 2
PATIO/GARAGE EXTERIOR WALL LINE. EACH ARRANGEMENT IS
ARRANGEMENTS.
ASSUMED TO BE USED ACROSS THE ENTIRE LENGTH OF THE
WALL LINE. THEREFORE, GIVEN A BRACED WALL LINE
2. ALL ARRANGEMENTS APPLY TO SINGLE -STORY,
�
�
�
�
�
�
�
LENGTH, THE APPROPRIATE ARRANGEMENT CAN BE SELECTED
SLAB -ON -GRADE STRUCTURES ONLY.
FROM THE SCHEDULE BELOW.
•
3. A HEADER IS SUPPORTED BY EITHER A "PANEL" OR A
°
C— —C
C— —C C—
—C
°
C = _
�. .°.
°
"VERTICAL SUPPORT". ALL PANELS ARE A MINIMUM OF
16" WIDE,WHILEA VERTICAL SU IS A MINIMUM OF
6" OR 12” WIDE DEPENDING UPON WHETHER THE HEADER
l
A
A
l
l
A A
A
A
OCCURS ON ONE SIDE OR BOTH SIDES OF THE SUPPORT.
08
10
08 09
4. IT IS ASSUMED FOR ALL ARRANGEMENTS EXCEPT
ARRANGEMENT 4) THAT THE HEADER SUPPORTS (i.e.,
A
A
PANELS AND VERTICAL SUPPORTS) ARE EQUALLY SPACED
11
11
ARRANGEMENTS SCHEDULE
APART.
OR
5. THE RELEVANT DETAILS IN THIS PACKET SHALL BE
ARRANGEMENT #
BRACED WALL LINE LENGTH
CD
_
CD
_
CDOR
=
PHOTOCOPIED AND/OR INCORPORATED INTO FULL-SIZED
PLANS. MERELY ATTACHING 8-1/2" x 11„
1
2
16' MAX
20' MAXRESIDENTIAL
20' MA
X
X
12
X
12
HARDCOPIES OF THESE DETAILS WILL NOT BE ACCEPTED.
<
Q
Q
3
32' MAX
4
32 MAX
0
0
17
7
0
5
40 MAX
6
4 ' MAX
48' MAX
B
..
7---------------
--------------
------------------------------------64----MAX --
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08 09
08
OR
09
to
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COUNTY OF HAWAIJ
DEPARTMENT OF PUBLIC WORKS, BUILDING DIVISIONPRESCRIPTIVE
��
,�
,�
Ll
17,
SOLUTIONS UTILIZING
_
r
_ _ �
_ r
_ r
_ r
` _
r
ALTERNATE BRACED WALL PANELS
ALTERNATE ARRANGEMENT LAYOUTS
°JEI„"LE PRESCRIPTIVE SOLUTIONS UTILIZING
OJEIT71TLE PRESCRIPTIVE SOLUTIONS UTILIZING
OJEIT71TLE PRESCRIPTIVE SOLUTIONS UTILIZING
ALTERNATE BRACED WALL PANELS
ALTERNATE BRACED WALL PANELS
ALTERNATE
BRACED WALL
PANELS
DATE: 10/X}21
DRAWN BY: NB
CHECKED BY: DHL
1012021
=_____
1012021=___
=
1012021
----
-----
-----
SHEET NO.
REV
DESCRIPTION
DATE
REV
DESCRIPTION
DATE
REV
DESCRIPTION
DATE
SHEET RLE.
SHEET RLE.
EETTRLE.
DESIGN Bv: DHL
s"'"°
05
DESIGN BY: DHL
s"'"°
06
DESIGN BY: DHL SHTNo
O 7
COUNTY OF HAWAII
DEPARTMENT OF PUBLIC WORKS
ARRANGEMENT 5
COUNTY OF HAWAII
DEPARTMENT OF PUBLIC WORKS
ARRANGEMENT 6
COUNTY OF HAWAII
DEPARTMENT OF PUBLIC WORKS
BUILDING DIVISION
DRAWN BY: NB
BUILDING DIVISION
DRAWN BY: NB
BUILDING DIVISION
ARRANGEMENT 7
DRAWN BY: NB
101 PAUAHI ST; SUITE 7
101 PAUAHI ST; SUITE 7
101 PAUAHI ST; SUITE 7
OF # SHTS
HILO, HI 96720
CHECKED BYflHL
- OF - SHTS
HILO, HI 96720
CHECKED BYflHL
- OF - SHTS
HILO, HI 96720
CHECKED BYflHL
- OF - SHTS
AA _ HEADER BEAM 1 HEADER BEAM 2 _
14 1 4 MIN. 1,000 LB METAL STRAP
J INSTALLED @ EITHER TOP OR
a_' ON ONE SIDE OF BEAM
FASTEN SHEATHING TO HEADER
. . ° .
�•
o `
D:
FASTEN SHEATHING TO HEADER
PORTAL FRAME - BASE
I
MIN. 4x12,
o HEADER BEAM
---�
MIN
W/ 8D COMMON Or
o HEADER BEAM
C - J—
W/ 8D COMMON Or
-
FR
GALVANIZED BOX NAILS IN 3"
• ° • •
MATCH WIDTH
GALVANIZED BOX NAILS IN 3"
• ° • •
°
GRID PATTERN AS SHOWN
° °
MIN. 4x12,
GRID PATTERN AS SHOWN
° °
MIN. 4x12,
HEADER BEAM
_
HEADER BEAM
KIN
FILL
FASTEN TOP PLATE TO HEADER W/
FASTEN TOP PLATE TO HEADER W/
1012021
3/8", MIN. PLYWD SHEATHING
1012021
REV
DESCRIPTION
DATE
REV
DESCRIPTION
FASTENED W/ 8D COMMON OR GALV.
• TWO ROWS OF 16D SINKER NAILS
.lEET TITLE:
DETAILS
DESIGN BY: DHL
S"T N°
10
DESIGN BY: DHL
•e TWO ROWS OF 16D SINKER NAILS
BOX NAILS @ 3" O.C., IN ALL FRAMING
DRAWN BY: NB
° @ 3" O.C., TYP
BUILDING DIVISION
101 PAUAHI ST; SUITE 7
OL @ 3" O.C., TYP
3/8", MIN. PLYWD SHEATHING APPLIED
(STUDS, BLOCKING, & SILLS) TYP.
MIN. 1,000 LB METAL STRAP FROM
3/8", MIN. PLYWD SHEATHING APPLIED
HILO, HI 96720
FILLER STUDS
MIN. 1,000 LB METAL STRAP FROM
CHECKED BYflHL
-
OF - SHTS
DEVICE
GENERAL NOTES
ARRANGEMENTS METHOD
HEADER TO JACK -STUD ON OPPOSITE SIDE
MIN. 4,200 LB HOLD-DOWN DEVICE
THE FOLLOWING ALTERNATE BRACED
WALL PANEL
HEADER TO JACK -STUD ON OPPOSITE SIDE
TO FRAMING ON ONE -SIDE
IS
ARRANGEMENTS ARE INTENDED FOR
OF SHEATHING (LSTA 24 Or APPROVED EQ.)
TO FRAMING ON ONE -SIDE
IS SHOWN IN THE
OF SHEATHING (LSTA 24 Or APPROVED EQ.)
(SHOWN HATCHED)
ARRANGEMENTS.
MIN. 1,000 LB HOLD-DOWN
DEVICE
(SHOWN HATCHED)
ASSUMED TO BE USED ACROSS THE
ENTIRE LENGTH OF THE
1'-4", MIN,
AlPOST-TO-BEAM - HEAD @ END POST
V-4", MIN,
3/8", MIN. PLYWD SHEATHING APPLIED
TO FRAMING ON ONE -SIDE
(SHOWN HATCHED)
8D COMMON OR GALVANIZED BOX
NAILS @ 3" O.C. IN ALL FRAMING
(STUDS, BLOCKING, & SILLS) TYP.
MIN. 4,200 LB HOLD-DOWN DEVICE ` •i `
(HTT5 Or APPROVED EQ)
IL
FIN. GRADE
5/8"0 x 181
PRE -ASSEMBLED ANCHOR BOLT
MIN, 4,200 LB HOLD-DOWN DEVICE
(HTT5 Or APPROVED EQ)
CONCRETE CURB, AS REQUIRED
MIN. REINFORCING
/ %� (1) #4 TOP &BOTTOM.
LAP BARS 15" MIN.
B I
POST -TO -BEAM - BASE @ END POST
PR°,ECT,TLE PRESCRIPTIVE SOLUTIONS UTILIZING
• j • ALTERNATE BRACED WALL PANELS
EHEET TITLE:
COUNTY OF HAWAII
DEPARTMENT OF PUBLIC WORKS DETAILS
BUILDING DIVISION
101 PAUAHI ST; SUITE 7
HILO. HI 96720
12"H x 12"W MIN. CONTINOUS
FOOTING UNDER OPENING.
A TURNED -DOWN SLAB SHALL BE
PERMITTED @ DOOR OPENINGS
1'-4", MIN,
A I PORTAL FRAME - HEAD @ MID -SPAN
1'-4", MIN.
3/8", MIN. PLYWD SHEATHING APPLIED
TO FRAMING ON ONE -SIDE
(SHOWN HATCHED)
8D COMMON OR GALVANIZED BOX
NAILS @ 3" O.C. IN ALL FRAMING
(STUDS, BLOCKING, & SILLS) TYP.
MIN. 4,200 LB HOLD-DOWN DEVICE ` •i `
(HTT5 Or APPROVED EQ)
5/8"0 x 181
PRE -ASSEMBLED ANCHOR BOLT
CONCRETE CURB, AS REQUIRED
MIN. REINFORCING
(1) #4 TOP & BOTTOM.
LAP BARS 15" MIN.
L
Em Em Em Em12"H x 12"W MIN. CONTINOUS
FOOTING UNDER OPENING.
A TURNED -DOWN SLAB SHALL
FASTEN SHEATHING TO HE,
W/ 8D COMMON Or
GALVANIZED BOX NAILS IN
GRID PATTERN AS SHOWN
3/8", MIN. PLYWD SHEATF
TO FRAMING ON ONE -SIDE
(SHOWN HATCHED)
\DER
3"
B
�•
o `
D:
MIN. 412,
PORTAL FRAME - BASE
I
MIN. 4x12,
o HEADER BEAM
---�
MIN
I POST END - HEAD
o HEADER BEAM
C - J—
PROJECT TITLE: PRESCRIPTIVE SOLUTIONS UTILIZING
ALTERNATE BRACED WALL PANELS
-
FR
CHECKED BYflHL
o
MATCH WIDTH
1012021
o ON
DESCRIPTION
DATE
EET TnLE
DETAILS
DESIGN BY: DHL
(LS
ING APPLIED
CHECKED BYflHL
_
KIN
FILL
1'-4", MIN, 3", MIN
A PORTAL FRAME - HEAD W/ SPLICE
3/8", MIN. PLYWD SHEATHING APPLIED
TO FRAMING ON ONE -SIDE
(SHOWN HATCHED)
8D COMMON OR GALVANIZED BOX
NAILS @ 3" O.C. IN ALL FRAMING
(STUDS, BLOCKING, & SILLS) TYP.
MIN. 4,200 LB HOLD-DOWN DEVICE
(HTT5 Or APPROVED EQ)
5/8"0 x 18"L
PRE -ASSEMBLED ANCHOR BOLT
1,000 LB METAL STRAP
OM HEADER TO JACK -STUD
OPPOSITE SIDE OF SHEATHING
TA 24 Or APPROVED EQ.)
G STUD
ER STUDS
1'-4", MIN. 3", MIN
KING STUD
FILLER STUDS
MIN. 1,000 LB HOLD-DOWN DEVICE
(DTT1Z Or APPROVED EQ)
CONCRETE CURB, AS REQUIRED
® j j 12"H x 12"W MIN. CONTINOUS
FOOTING UNDER OPENING.
MIN. REINFORCING A TURNED -DOWN SLAB SHALL
BE PERMITTED @DOOR mm WE mm lm�=m lm�mm(1) #4 TOP & BOTTOM. BE PERMITTED @DOOR
OPENINGS OPENINGS
LAP BARS 15 " MIN. __z
B I
PORTAL FRAME - BASE @ MID -SPAN
P10JICT TITLE: PRESCRIPTIVE SOLUTIONS UTILIZING
• ALTERNATE BRACED WALL PANELS
1012021 -< --
REV DESCRIPTION DATE
El.T TITLE:
DESIGN BY: DHL N COUNTY OF HAWAII
DRAWN BY: NB 08 DEPARTMENT OF PUBLIC WORKS DETAILS
BUILDING DIVISION
101 PAUAHI ST; SUITE 7
CHECKED BYflHL - OF - SHTS HILO. HI 96720
HEADER BEAM 1 L HEADER BEAM 2
w MIN. 1,000 LB METAL STRAP
J � � INSTALLED @EITHER TOP OR
u j ON ONE SIDE OF BEAN]
MATCH WIDTH
OF PORTAL FRAME
MIN. 1,000 LB METAL STRAP FROM
HEADER TO JACK -STUD
(LSTA 24 Or APPROVED EQ.)
KING STUD
MIN. 1,000
HEADER TO
(LSTA 24 C
B
I POST - BASE W/ SPLICE
MIN. 412,
PORTAL FRAME - BASE
I
0
I POST END - HEAD
o HEADER BEAM
C - J—
PROJECT TITLE: PRESCRIPTIVE SOLUTIONS UTILIZING
ALTERNATE BRACED WALL PANELS
-
-
MATCH WIDTH
OF PORTAL FRAME
MIN. 1,000 LB METAL STRAP FROM
HEADER TO JACK -STUD
(LSTA 24 Or APPROVED EQ.)
KING STUD
MIN. 1,000
HEADER TO
(LSTA 24 C
3/8", MIN. PLYWD SHEATHING
FASTENED W/ 8D COMMON OR GA
BOX NAILS @ 3" O.C., IN ALL FRA
(STUDS, BLOCKING, & SILLS) TYP.
NOTE:
AT CONTRACTOR'S OPTION, DETAIL A/12
MAY BE USED INSTEAD OF THIS.
KING STUD
FILLER STUDS
HEADER BEAM 1 L HEADER BEAM 2
w MIN. 1,000 LB METAL STRAP
J INSTALLED @ EITHER TOP OR
�
' ON ONE SIDE OF BEAM
MIN. 4x12,
HEADER BEAM
C--- ---::1
MIN. 1,000 LB METAL STRAP FROM
HEADER TO JACK -STUD
(LSTA 24 Or APPROVED EQ.)
KING STUD
FILLER STUDS
3", MIN3", MIN
A I POST - HEAD W/ SPLICE
NOTE: 3", MIN-�3Y, MIN
IF CONTRACTOR OPTS TO USE DETAIL A/12,
USE DETAIL B/12 INSTEAD OF THIS.
KING STUD
FILLER STUDS
MIN. REINFORCING
(1) #4 TOP & BOTTOM.
LAP BARS 15" MIN.
12"H x 12"W MIN. CONTINOUS
FOOTING UNDER OPENING.
A TURNED -DOWN SLAB SHALL BE
PERMITTED @ DOOR OPENINGS
rim 1r,,771-1-- ,„ ,,, ,„,�,
KING STUD
FILLER STUDS
MIN. 1,000 LB HOLD-DOWN DEVICE
(DTT1Z Or APPROVED EQ)
CONCRETE CURB, AS REQUIRED
B
I POST - BASE W/ SPLICE
B
PORTAL FRAME - BASE
I
A
I POST END - HEAD
MAX
•
-< --
COUNTY OF HAWAII
DEPARTMENT OF PUBLIC WORKS
BUILDING DIVISION
101 PAUAHI ST; SUITE 7
HILO. HI 96720
PROJECT TITLE: PRESCRIPTIVE SOLUTIONS UTILIZING
ALTERNATE BRACED WALL PANELS
P10JECT TITLE : PRESCRIPTIVE SOLUTIONS UTILIZING
MAX
CHECKED BYflHL
-
MATCH WIDTH
1012021
REV
DESCRIPTION
DATE
EET TnLE
DETAILS
DESIGN BY: DHL
S"T N°
09
- OF - SHTS
DRAWN BY: NB
CHECKED BYflHL
3/8", MIN. PLYWD SHEATHING
FASTENED W/ 8D COMMON OR GA
BOX NAILS @ 3" O.C., IN ALL FRA
(STUDS, BLOCKING, & SILLS) TYP.
NOTE:
AT CONTRACTOR'S OPTION, DETAIL A/12
MAY BE USED INSTEAD OF THIS.
KING STUD
FILLER STUDS
HEADER BEAM 1 L HEADER BEAM 2
w MIN. 1,000 LB METAL STRAP
J INSTALLED @ EITHER TOP OR
�
' ON ONE SIDE OF BEAM
MIN. 4x12,
HEADER BEAM
C--- ---::1
MIN. 1,000 LB METAL STRAP FROM
HEADER TO JACK -STUD
(LSTA 24 Or APPROVED EQ.)
KING STUD
FILLER STUDS
3", MIN3", MIN
A I POST - HEAD W/ SPLICE
NOTE: 3", MIN-�3Y, MIN
IF CONTRACTOR OPTS TO USE DETAIL A/12,
USE DETAIL B/12 INSTEAD OF THIS.
KING STUD
FILLER STUDS
MIN. REINFORCING
(1) #4 TOP & BOTTOM.
LAP BARS 15" MIN.
12"H x 12"W MIN. CONTINOUS
FOOTING UNDER OPENING.
A TURNED -DOWN SLAB SHALL BE
PERMITTED @ DOOR OPENINGS
rim 1r,,771-1-- ,„ ,,, ,„,�,
KING STUD
FILLER STUDS
MIN. 1,000 LB HOLD-DOWN DEVICE
(DTT1Z Or APPROVED EQ)
CONCRETE CURB, AS REQUIRED
MIN. 4x12, WALL LINE. THEREFORE, GIVEN A BRACED WALL LINE 2. ALL ARRANGEMENTS APPLY TO SINGLE -STORY,
HEADER BEAM LENGTH, THE APPROPRIATE ARRANGEMENT CAN BE SELECTED SLAB -ON -GRADE STRUCTURES ONLY.
FROM THE SCHEDULE BELOW.
MIN. 1,000 LB METAL STRAP FROM HEADER 3. A HEADER IS SUPPORTED BY EITHER A "PANEL" OR A
TO JACK -STUD ON OPPOSITE SIDE OF "VERTICAL SUPPORT". ALL PANELS ARE A MINIMUM OF
SHEATHING (LSTA 24 Or APPROVED EQ.) 16" WIDE, WHILE A VERTICAL SUPPORT IS A MINIMUM OF
6” OR 12" WIDE DEPENDING UPON WHETHER THE HEADER
OCCURS ON ONE SIDE OR BOTH SIDES OF THE SUPPORT.
FASTEN TOP PLATE TO HEADER W/
TWO ROWS OF 16D SINKER NAILS 4. IT IS ASSUMED FOR ALL ARRANGEMENTS (EXCEPT
@ 3" O.C., TYP ARRANGEMENT 4) THAT THE HEADER SUPPORTS (i.e.
A
B
I POST - BASE W/ SPLICE
(ALTERNATE OPTION)
-------------------------------
4
A
I POST END - HEAD
MAX
-------------------------------
5
A
P10JECT TITLE : PRESCRIPTIVE SOLUTIONS UTILIZING
MAX
CHECKED BYflHL
-
MATCH WIDTH
MAX
-------------------------------
7
3", MIN
64'
•
-< --
COUNTY OF HAWAII
DEPARTMENT OF PUBLIC WORKS
ALTERNATE BRACED WALL PANELS
OF PORTAL FRAME
1012021
3/8", MIN. PLYWD SHEATHING
1012021
REV
DESCRIPTION
DATE
REV
DESCRIPTION
FASTENED W/ 8D COMMON OR GALV.
DATE
.lEET TITLE:
DETAILS
DESIGN BY: DHL
S"T N°
10
DESIGN BY: DHL
SHTN°,
BOX NAILS @ 3" O.C., IN ALL FRAMING
DRAWN BY: NB
BUILDING DIVISION
101 PAUAHI ST; SUITE 7
DRAWN BY: NB
(STUDS, BLOCKING, & SILLS) TYP.
CHECKED BYflHL
- OF - SHTS
HILO, HI 96720
FILLER STUDS
CHECKED BYflHL
-
OF - SHTS
DEVICE
GENERAL NOTES
ARRANGEMENTS METHOD
NOTES
MIN. 4,200 LB HOLD-DOWN DEVICE
THE FOLLOWING ALTERNATE BRACED
WALL PANEL
1. ABSOLUTELY NO SPLICING OF
THE HEADER BEAM
IS
ARRANGEMENTS ARE INTENDED FOR
USE ALONG A
ALLOWED OTHER THAN WHAT
IS SHOWN IN THE
PATIO/GARAGE EXTERIOR WALL LINE.
EACH ARRANGEMENT IS
ARRANGEMENTS.
MIN. 1,000 LB HOLD-DOWN
DEVICE
ASSUMED TO BE USED ACROSS THE
ENTIRE LENGTH OF THE
MIN. 4x12, WALL LINE. THEREFORE, GIVEN A BRACED WALL LINE 2. ALL ARRANGEMENTS APPLY TO SINGLE -STORY,
HEADER BEAM LENGTH, THE APPROPRIATE ARRANGEMENT CAN BE SELECTED SLAB -ON -GRADE STRUCTURES ONLY.
FROM THE SCHEDULE BELOW.
MIN. 1,000 LB METAL STRAP FROM HEADER 3. A HEADER IS SUPPORTED BY EITHER A "PANEL" OR A
TO JACK -STUD ON OPPOSITE SIDE OF "VERTICAL SUPPORT". ALL PANELS ARE A MINIMUM OF
SHEATHING (LSTA 24 Or APPROVED EQ.) 16" WIDE, WHILE A VERTICAL SUPPORT IS A MINIMUM OF
6” OR 12" WIDE DEPENDING UPON WHETHER THE HEADER
OCCURS ON ONE SIDE OR BOTH SIDES OF THE SUPPORT.
FASTEN TOP PLATE TO HEADER W/
TWO ROWS OF 16D SINKER NAILS 4. IT IS ASSUMED FOR ALL ARRANGEMENTS (EXCEPT
@ 3" O.C., TYP ARRANGEMENT 4) THAT THE HEADER SUPPORTS (i.e.
A
POST — HEAD W/
SPLICE
(ALTERNATE OPTION)
-------------------------------
4
A
I POST END - HEAD
MAX
-------------------------------
5
A
I PORTAL FRAME - HEAD SECTION
MAX
CHECKED BYflHL
-
MATCH WIDTH
MAX
-------------------------------
7
3", MIN
64'
MAX
OF PORTAL FRAME
3/8", MIN. PLYWD SHEATHING
KING STUD
FASTENED W/ 8D COMMON OR GALV.
BOX NAILS @ 3" O.C., IN ALL FRAMING
2x4 STUDS FRAMING
(STUDS, BLOCKING, & SILLS) TYP.
FILLER STUDS
MIN. 1,000 LB HOLD-DOWN
DEVICE
MIN. 4,200 LB HOLD-DOWN DEVICE
°
(DTT1 Z Or APPROVED
EQ)
(HTT5 Or APPROVED EQ)
MIN. 1,000 LB HOLD-DOWN
DEVICE
(DTT1Z Or APPROVED
EQ)
2x4 SOLE PLATES
MIN. REINFORCING
__j�—
(1) #4 TOP & BOTTOM.
CONCRETE CURB, AS
REQUIRED
ii ii
LAP BARS 15" MIN.
zCONCRETE CURB, AS
� ii
REQUIRED
z
5/8"� x 18"L �
CONCRETE CURB, AS REQUIRED
i i
PRE -ASSEMBLED ANCHOR BOLT
FIN. GRADE
FIN. GRADE
12"H x 12"W MIN. CONTINOUS
12"H x 12"W MIN. CONTINOUS
12"H x 12"W MIN. CONTINOUS
FOOTING UNDER OPENING.
MIN. REINFORCING
FOOTING UNDER OPENING.
MIN. REINFORCING
FOOTING UNDER OPENING.
A TURNED -DOWN SLAB SHALL BE
(1) #4 TOP & BOTTOM.
A TURNED -DOWN SLAB SHALL BE
(1) #4 TOP & BOTTOM.A
TURNED -DOWN SLAB SHALL BE
PERMITTED @ DOOR OPENINGS
BEND MIN. 15"
PERMITTED @ DOOR OPENINGS
LAP BARS 15" MIN.
PERMITTED @ DOOR OPENINGS
AROUND CORNER
B I POST - BASE W/ SPLICE (ALTERNATE OPTION)
°JE°TTTLE PRESCRIPTIVE SOLUTIONS UTILIZING
ALTERNATE BRACED WALL PANELS
SHEET T
COUNTY OF HAWAII RE.
DEPARTMENT
BUILDING FDIVISION PUBLIC WORKS DETAILS
101 PAUAHI ST; SUITE 7
116— HILO, HI 96720
B I
POST END - BASE
°JE°TTTLE PRESCRIPTIVE SOLUTIONS UTILIZING
ALTERNATE BRACED WALL PANELS
1012021
REV DESCRIPTION DATE SHEET
RE.
DESIGN BY: DHL SIT " COUNTY OF HAWAII
PUBLIC
DRAWN BY: NB 12 DEPARBUILDINMENTOGFDIVISION WORKS DETAILS
101 PAUAHI ST; SUITE 7
CHECKED BYflHL - OF - SHTS HILO, HI 96720
B I
PORTAL FRAME - BASE SECTION
°JE°TTTLE PRESCRIPTIVE SOLUTIONS UTILIZING
ALTERNATE BRACED WALL PANELS
1012021
REV DESCRIPTION DATE — SHEET
RE.
DESIGN BY: DHL 1"T N1.COUNTY OF HAWAIIMENT
PUBLIC
DRAWN BY: NB 1 3 DEPARBUILDINOGFDIVISION WORKS DETAILS
101 PAUAHI ST; SUITE 7
CHECKED BYflHL - OF - SHTS HILO, HI 96720
1012021
REV DESCRIPTION DATE
DESIGN BY: DHL 1"T N1.
PANELS AND VERTICAL SUPPORTS) ARE EQUALLY SPACED
ARRANGEMENTS SCHEDULE APART.
ARRANGEMENT # BRACED WALL LINE LENGTH 5. THE RELEVANT DETAILS IN THIS PACKET SHALL BE
1 16' MAX PHOTOCOPIED AND/OR INCORPORATED INTO FULL—SIZED
2 20' MAX RESIDENTIAL PLANS. MERELY ATTACHING 8-1/2" x 11"
HARDCOPIES OF THESE DETAILS WILL NOT BE ACCEPTED.
3
10/2021
32
MAX
-------------------------------
4
---------------------------------------------------------------------
14
MAX
-------------------------------
5
DRAWN BY: NB
40'
MAX
CHECKED BYflHL
-
OF - SHTS
MAX
-------------------------------
7
------------------------------------48
PANELS AND VERTICAL SUPPORTS) ARE EQUALLY SPACED
ARRANGEMENTS SCHEDULE APART.
ARRANGEMENT # BRACED WALL LINE LENGTH 5. THE RELEVANT DETAILS IN THIS PACKET SHALL BE
1 16' MAX PHOTOCOPIED AND/OR INCORPORATED INTO FULL—SIZED
2 20' MAX RESIDENTIAL PLANS. MERELY ATTACHING 8-1/2" x 11"
HARDCOPIES OF THESE DETAILS WILL NOT BE ACCEPTED.
3
10/2021
32
MAX
-------------------------------
4
---------------------------------------------------------------------
32'
MAX
-------------------------------
5
---------------------------------------------------------------------
40'
MAX
--------------6----------
------------------------------------
48' �---MAX-----------------
MAX
-------------------------------
7
------------------------------------48
64'
MAX
COUNTY OF HAWAII
DEPARTMENT OF PUBLIC WORKS, BUILDING DIVISION
PRESCRIPTIVE SOLUTIONS UTILIZING
ALTERNATE BRACED WALL PANELS
DETAILS
DATE:
10/2021
DRAWN BY:
NB
CHECKED BY:
DHL
SHEET NO.
2
OF #
SHTS
POST -END DETAIL
POST -FRAME DETAIL
SEE SHEET 12
1'-4"
SEE SHEET 8
3/8", MIN. PLYWD SHEATHING
MIN.
FASTENED W/ 8D COMMON OR GALV.
BOX NAILS @ 3" O.C., IN ALL
FRAMING
(STUDS, BLOCKING, & SILLS)
TYP.
��
16'-0", MAX. 20'-0", MAX.
LATE
PLATE-
�SILL
5 OO OO
--I
5
ARRANGEMENT 1 ARRANGEMENT 2
5i
F
EDGED OF CONCRETE
0
w
m
HEADER BEAM, ABOVE
o
L`
32'-0", MAX. 32'-0", MAX.
ARRANGEMENT 3 ARRANGEMENT 4
NON—PANEL CORNER PANEL CORNER
A
I PORTAL FRAME - CORNER DETAIL WHERE PATIO EXTENDS BEYOND 8'-0" FROM MAIN DWELLING
EDGE OF CONCRETE
MIN. 1,000 LB METAL STRAP,
FROM
HEADER TO SUPPORTING 4x4
POST m J
40'-0", MAX.
(LSTA24 Or APPROVED EQ)
�
ARRANGEMENT 5
Qo
2x4 STUD FRAMING, TYP
im z
3/8", MIN.
�
o w
PLYWD SHEATHING
w
_ `L' EXTERIOR
WALL FACE
48'-0", MAX.
SILL PLATE
4x4 POST
ARRANGEMENT 6
MIN. 1,000 LB HOLD—DOWN DEVICE
(DTT1Z Or APPROVED EQ)
64'-0", MAX.
B
PORTAL FRAME TO MAIN DWELLING WHERE PATIO EXTENDS BEYOND 8'-0" FROM MAIN DWELLING
ARRANGEMENT 7
PRO,ECTTTLE PRESCRIPTIVE SOLUTIONS UTILIZING
PRO,ECTTTLE: PRESCRIPTIVE SOLUTIONS UTILIZING
ALTERNATE BRACED WALL PANELS
ALTERNATE BRACED WALL PANELS
--
-< --
10/2021
10/2021
REV
DESCRIPTION
DATE
REV
DESCRIPTION
DATE
EETTn :
EETTn :
COUNTY OF HAWAII
COUNTY OF HAWAII
DESIGN BY: DHL
s"'"°
DESIGN BY: DHL
11T 11.
DEPARTMENT OF PUBLIC WORKS
WALL FRAME PLAN
1 S
DEPARTMENT OF PUBLIC WORKS
SUMMARY OF ARRANGEMENTS
1 6
BUILDING DIVISION
DRAWN BY: NB
BUILDING DIVISION
DRAWN BY: NB
101 PAUAHI ST; SUITE 7
101 PAUAHI ST; SUITE 7
HILO, HI 96720
CHECKED BYflHL
- OF - SHTS
HILO, HI 96720
CHECKED BYflHL
- OF - SHTS
GENERAL
NOTES
ARRANGEMENTS METHOD NOTES
THE FOLLOWING ALTERNATE BRACED WALL PANEL
1. ABSOLUTELY NO SPLICING OF THE HEADER BEAM IS
ARRANGEMENTS ARE INTENDED
FOR USE ALONG A
ALLOWED OTHER THAN WHAT IS SHOWN IN THE
PATIO/GARAGE EXTERIOR WALL
LINE. EACH ARRANGEMENT IS
ARRANGEMENTS.
ASSUMED TO BE USED ACROSS
THE ENTIRE LENGTH OF THE
WALL LINE. THEREFORE, GIVEN
A BRACED WALL LINE
2. ALL ARRANGEMENTS APPLY TO SINGLE -STORY,
LENGTH, THE APPROPRIATE ARRANGEMENT
CAN BE SELECTED
SLAB -ON -GRADE STRUCTURES ONLY.
FROM THE SCHEDULE BELOW.
3. A HEADER IS SUPPORTED BY EITHER A "PANEL" OR A
"VERTICAL SUPPORT". ALL PANELS ARE A MINIMUM OF
16" WIDE, WHILE A VERTICAL SUPPORT IS A MINIMUM OF
6" OR 12" WIDE DEPENDING UPON WHETHER THE HEADER
OCCURS ON ONE SIDE OR BOTH SIDES OF THE SUPPORT.
4. IT IS ASSUMED FOR ALL ARRANGEMENTS (EXCEPT
ARRANGEMENT 4) THAT THE HEADER SUPPORTS (i.e.,
PANELS AND VERTICAL SUPPORTS) ARE EQUALLY SPACED
ARRANGEMENTS
SCHEDULE
APART.
5. THE RELEVANT DETAILS IN THIS PACKET SHALL BE
ARRANGEMENT #
BRACED
WALL LINE LENGTH
PHOTOCOPIED AND/OR INCORPORATED INTO FULL-SIZED
1
16' MAX
2
20' MA' 0MAX
RESIDENTIAL PLANS. MERELY ATTACHING 8-1/2" x 11„
-
HARDCOPIES OF THESE DETAILS WILL NOT BE ACCEPTED.
3
32'' MAX
-------------------------------
4
---------------------------------------------------------------------------------------
32' MAX
-------------------------------
5
---------------------------------------------------------------------------------------
40' MAX
-------------------------------
6
---------------------------------------------------------------------------------------
48' MAX
7
64' MAX
COUNTY OF HAWAII
DEPARTMENT OF PUBLIC WORKS, BUILDING DIVISION
PRESCRIPTIVE SOLUTIONS UTILIZING
ALTERNATE BRACED WALL PANELS
SUMMARY OF ARRANGEMENT &
WALL FRAME PLAN
DATE: 10/2021
DRAWN BY: NB
CHECKED BY: DHL
SHEET NO.
3
OF # SHTS