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