|
NOTE:
<br />1. LATERAL BRACING REQUIRED ONLY AT WALLS WITH A SINGLE SIDE FINISH, WALLS
<br />WITH NO FINISH, OR WHERE INDICATED ON THE PLANS.
<br />2. NOTCHING OR CUTTING OF COLD-ROLLED CHANNEL IS NOT PERMITTED FOR ANY
<br />CONDITION
<br />WHERE BRACING TERMINATES @ BUILT
<br />UP JAMB, EXTEND CRC INTO PUNCH OUT
<br />1 1/2"x2"x16 GA. CLIP ANGLE @
<br />EA. STUD - ANGLE TO BE 1/4"
<br />LESS THAN STUD WIDTH W/
<br />(2) #8 SMS, EA. LEG, TYP.
<br />LATERAL BRACING: CONT. 1-1/2"
<br />16 GA. COLD ROLLED CHANNEL
<br />(CRC) @ 48" O.C. MAX
<br />LATERAL BRACING SPLICE: 12"
<br />LONG CRC INVERTED OVER
<br />CENTER OF SPLICE W/ (3) #8 SMS
<br />EA. SIDE OF SPLICE
<br />METAL STUD 16" O.C. PER
<br />PARTITION TYPE, TYP.
<br />MAX. 1/4"
<br />NOTE:
<br />1. MAY BE USED FOR ATTACHMENT OF CABINETS OR EQUIPMENT DISTRIBUTING 80# OR LESS TO
<br />EACH STUD, OR GRAB BARS LOADS OF 250# APPLIED IN ANY DIRECTION.
<br />2. NOTCHING OR CUTTING OF BACKING PLATE IS NOT PERMITTED EXCEPT AS SHOWN
<br />3. EXTEND BACKING ONE STUD BAY BEYOND END OF CABINET OR EQUIPMENT
<br />METAL STUD 16" O.C. PER
<br />PARTITION TYPE, TYP.
<br />(3) #10 SMS @ EACH END OF
<br />BACKING TRACK @ EACH STUD
<br />(3) #10 SMS @ EACH STUD
<br />CUT TOP AND BOTTOM FLANGES OF
<br />TRACK AT EACH STUD, TYP.
<br />MIN. 600T150-54 UNPUNCHED BACKING
<br />TRACK.
<br />EXTEND BACKING
<br />TO NEXT STUD
<br />CRIPPLE STUD - ATTACH
<br />TO JAMB WITH (3) #10 SMS
<br />UNPUNCHED TRACK - SIZE AND
<br />GAUGE TO MATCH WALL STUD
<br />CEMCO 16 GA. KING STUD WITH 3"
<br />WIDE FLANGE AND 7/8" STIFFENING
<br />LIP - WIDTH TO MATCH WALL TYPE
<br />(ICC ESR-3016)
<br />CONT. METAL TRACK
<br />PROVIDE 0.157 DIA HILTI X-U
<br />SHOTPIN WITH 1" EMBED @ EACH
<br />JAMB STUD, TYP.
<br />CRIPPLE STUDS - ANCHOR TO TRACK
<br />WITH #10 SMS EACH FACE, TOP AND
<br />BOTTOM
<br />(2) #10 SMS EA SIDE
<br />PRO-X SILL PER SCHEDULE
<br />(ICC ESR-1765)
<br />JAMB STUD PER:
<br />PRO-X CLIP -ATTACH TO
<br />JAMB WITH (4) #10 SMS
<br />(2) #10 SMS TO PRO-X
<br />CLIP
<br />(2) #10 SMS EACH SIDE
<br />TO PRO-X CLIP
<br />PRO-X HEADER PER SCHEDULE
<br />(ICC ESR-1765)
<br />PRO-X CLIP -ATTACH TO JAMB
<br />WITH (4) #10 SMS FOR 3-5/8" AND
<br />4" STUDS. PROVIDE (6) #10 SMS
<br />FOR 6" AND 8" STUDS
<br />(2) #10 SMS TO PRO-X CLIP
<br />(2) #10 SMS EACH SIDE
<br />TO PRO-X CLIP
<br />PRO-X HEADER AND INSERT
<br />PER SCHEDULE (ICC ESR-1765)
<br />PRO-X CLIP -ATTACH TO JAMB
<br />WITH (4) #10 SMS FOR 3-5/8" AND
<br />4" STUDS. PROVIDE (6) #10 SMS
<br />FOR 6" AND 8" STUDS
<br />(2) #10 SMS TO PRO-X CLIP
<br />(2) #10 SMS EACH SIDE
<br />TO PRO-X CLIP
<br />HEADER WITH INSERT TO JAMB
<br />HEADER WITHOUT INSERT TO JAMB
<br />SILL TO JAMB
<br />#10 SMS @ 8" O.C. TO CONNECT
<br />INSERT TO HEADER
<br />STYLE: 'X'
<br />STYLE: 'XT'
<br />STYLE: 'XTC'
<br />STYLE: 'CLIP'
<br />NOTES:
<br />• MAX WALL HEIGHT FOR THIS SYSTEM IS 16'-0"
<br />• HEADERS HEIGHTS TO BE 7'-2" OR GREATER
<br />• USE 54 MIL. MATERIAL THICKNESS FOR HEADERS -SILLS TO MATCH WALL STUD GAUGE.
<br />• USE CHART ABOVE TO SELECT HEADER SIZE BASED ON WALL STUD WIDTHS AND OPENING SPAN.
<br />• FOR WINDOWS AND OVERHEAD HVAC OPENING USE SAME MEMBER SELECTION AS DOORS.
<br />• PRO-X HEADER SYSTEM BY BRADY CONSTRUCTION INNOVATIONS INC. CONFORMS TO ICC ESR-1765
<br />• ALL PRO-X CLIPS ARE 54 MIL.
<br />• MAXIMUM GAP BETWEEN END OF PRO-X HEADER AND JAMB TO BE 3/8" EACH SIDE.
<br />• ALL FASTENERS CAN BE INSTALL IN EITHER DIRECTION (I.E. CLIP TO JAMB OR JAMB TO CLIP)
<br />• SCREWS SHALL BE #10 SMS WITH SUFFICIENT LENGTH TO ENSURE PENETRATION INTO STEEL STUD BY
<br />AT LEAST 3 FULL DIAMETER THREADS
<br />HEADER / SILL SCHEDULE FOR WALLS (NON-RATED AND 1-HOUR)
<br />I = 1.0, L/240 LATERAL LOADS MIN. 5 PSF PER 2019 CBC 1607.14 or 1607A.14
<br />STUD SIZE
<br />MODEL TYPE
<br />ALLOW. SPAN
<br />MODEL
<br />UP TO 4'-6"4'-7" TO 6'-6"
<br />ALLOW. SPAN
<br />MODEL
<br />6'-7" TO 8'-6"
<br />ALLOW. SPAN
<br />MODEL
<br />8'-7" TO 10'-6"
<br />ALLOW. SPAN
<br />MODEL
<br />10'-7" TO 12'-0"
<br />ALLOW. SPAN
<br />MODEL
<br />3-5/8" = 362
<br />4" = 400
<br />6" = 600
<br />8" = 800
<br />362X425-33
<br />400X425-33
<br />600X425-33
<br />800X425-33
<br />362X425-54
<br />400X425-54
<br />600X425-43
<br />800X425-43
<br />362X425-68
<br />400X425-68
<br />600X425-54
<br />800X425-54
<br />362XTC425-54
<br />400XTC425-54
<br />600X425-68
<br />800X425-68
<br />362XTC425-68
<br />400XTC425-68
<br />600XTC425-54
<br />800XTC425-54
<br />JAMB STUD PER:
<br />JAMB STUD PER:18
<br />A5-02
<br />18
<br />A5-02
<br />18
<br />A5-02
<br />NOTE:
<br />1. LATERAL BRACING REQUIRED ONLY AT WALLS WITH A SINGLE SIDE FINISH, WALLS
<br />WITH NO FINISH, OR WHERE INDICATED ON THE PLANS (PARTITION TYPE C, PER
<br />08/A5-01).
<br />METAL STUD 16" O.C. PER
<br />PARTITION TYPE, TYP.
<br />(1) #10 SMS @ EACH STUD
<br />TAUT FLAT STAP, 16 GA., 1-1/2" WIDE, @ 48" O.C. VERT. MAX
<br />FINISH SURFACE
<br />WHERE OCCURS
<br />(1) #10 SMS @ EACH END OF STRAP
<br />AT SLICE
<br />16 GA. 2" FLANGE METAL STUD BLOCKING AT EACH END OF WALL
<br />AND AT 8'-0" MAX. BLOCKING SIZE TO MATCH WALL STUDS. CUT
<br />TRACK FLANGES AND BEND WEB TO FORM A 4" OVERLAP
<br />(3) #10 SMS BETWEEN STUDS
<br />NOTE:
<br />1. LATERAL BRACING REQUIRED ONLY AT WALLS WITH A SINGLE SIDE FINISH, WALLS
<br />WITH NO FINISH, OR WHERE INDICATED ON THE PLANS (PARTITION TYPE C, PER
<br />08/A5-01).
<br />2. NOTCHING OR CUTTING OF COLD-ROLLED CHANNEL IS NOT PERMITTED FOR ANY
<br />CONDITION
<br />ATTACH TO STUD WIDTH
<br />W/ (2) #8 SMS, TYP.
<br />LATERAL BRACING: CONT. 1-1/2"
<br />16 GA. COLD ROLLED CHANNEL
<br />(CRC) @ 48" O.C. MAX
<br />LATERAL BRACING SPLICE: 12"
<br />LONG CRC INVERTED OVER
<br />CENTER OF SPLICE W/ (3) #8 SMS
<br />EA. SIDE OF SPLICE
<br />METAL STUD 16" O.C. PER
<br />PARTITION TYPE, TYP.
<br />FINISH SURFACE
<br />WHERE OCCURS
<br />16 GA. 2" FLANGE METAL STUD BLOCKING AT EACH END OF WALL
<br />AND AT 8'-0" MAX. BLOCKING SIZE TO MATCH WALL STUDS. CUT
<br />TRACK FLANGES AND BEND WEB TO FORM A 4" OVERLAP
<br />(3) #10 SMS BETWEEN
<br />STUDS
<br />CEMCO 16 GA. KING STUD WITH 3" WIDE
<br />FLANGE AND 7/8" STIFFENING LIP - WIDTH TO
<br />MATCH WALL TYPE (ICC ESR-3016)
<br />DOOR FRAME FLOOR ANCHOR WITH (2) 0.157
<br />DIA. HILTI X-U SHOTPINS WITH 1" EMBED
<br />(ESR-2269)
<br />ALTERNATE: USE (1) 3/8" DIA. HILTI KB-TZ2
<br />WITH 2" MIN. EMBED (ESR-4266) OR USE (2)
<br />1/4" DIA. HILTI KH-EZ WITH 1-5/8" MIN. EMBED
<br />(ESR-4266)
<br />DOOR FRAME JAMB ANCHOR - PROVIDE (1)
<br />ANCHOR FOR EVERY 2'-0" OF JAMB LENGTH -
<br />ANCHOR WITH (2) #10 SMS
<br />WELDED HOLLOW METAL FRAME - SEE DOOR
<br />SCHEDULE
<br />(2) #10 SMS EACH SIDE
<br />1/2" MINIMUM PER NFPA 80
<br />CONT. METAL TRACK
<br />ANCHOR WITH (2) 0.157 DIA. HILTI X-U
<br />SHOTPINS WITH 1" EMBED (ESR-2269) -
<br />MAINTAIN MIN. EDGE DISTANCES
<br />LWC OVER METAL DECK OR NWC SLAB
<br />2"
<br />4"
<br />362S162-43 METAL STUD BRACE 48" O.C. SPACING
<br />AND AT ALL JAMB STUDS AND TRACK SPLICES
<br />(2) #10 SMS EA SIDE - MAINTAIN 3/4" EDGE DIST.
<br />AND 3/4" MIN. SPACING BETWEEN SCREWS, TYP.
<br />9'-0" M
<br />A
<br />X
<br />
<br />SPAN
<br />16 GA. TRACK TO MATCH BRACE SIZE WITH DEEP
<br />LEG - ANCHOR WITH (2) 3/8" DIA. HILTI KB-TZ WITH 2"
<br />EFF. EMBED (ESR-4266) - CENTERED ON LOW FLUTE
<br />EQ EQMIN.
<br />1 1/2"MINIMUM OF 12"
<br />MIN.
<br />1 1/2"
<br />WEB OF
<br />BRACE
<br /> 30 ° TO 60°
<br />CONCRETE FILLED METAL DECK
<br />MI
<br />N
<br />.
<br />4"
<br />362S162-43 METAL STUD BRACE 48" O.C. SPACING AND
<br />AT ALL JAMB STUDS AND TRACK SPLICES
<br />(2) #10 SMS EA SIDE - MAINTAIN 3/4" EDGE DIST.
<br />AND 3/4" MIN. SPACING BETWEEN SCREWS, TYP.
<br />16 GA. TRACK TO MATCH BRACE SIZE WITH DEEP
<br />LEG - ANCHOR WITH (2) 3/8" DIA. HILTI KB-TZ WITH 2"
<br />EFF. EMBED (ESR-4266) - CENTERED ON LOW FLUTE
<br />CONCRETE FILLED METAL DECK
<br />MI
<br />N
<br />.
<br />4"
<br />9'-0" M
<br />A
<br />X
<br />
<br />SPAN
<br />30° TO 60°
<br />WHERE OPENINGS
<br />INTERRUPT 16 GA BACKING
<br />STUDS, TREAT SILL AS
<br />LINTEL PER
<br />SEAL ALL OPENINGS
<br />AROUND DUCT
<br />PENETRATIONS THRU
<br />RATED PARTITIONS
<br />LATERAL BRACING
<br />WHERE REQUIRED
<br />BACKING PLATE,
<br />TYP
<br />DUCT OPENING
<br />DOOR OPENING
<br />SERVICE
<br />BOX
<br />OPENING
<br />WINDOW OPENING
<br />SC
<br />H
<br />E
<br />D
<br />U
<br />L
<br />E
<br />D
<br />
<br />C
<br />E
<br />I
<br />L
<br />I
<br />N
<br />G
<br />
<br />H
<br />E
<br />I
<br />G
<br />H
<br />T
<br />6"
<br />NOTES:
<br />1. MANY TYPICAL PARTITION FRAMING
<br />CONDITIONS ARE SHOWN IN
<br />COMPOSITE FORM, BUT NOT ALL.
<br />FULL HEIGHT WALL BRACED WALL
<br />CEILING LINE
<br />PROVIDE WALL
<br />BRACE AT ALL JAMB
<br />CONDITIONS, TYP.
<br />WALL BRACE @ 48"
<br />O.C., TYP.
<br />EXTEND GYP. BD.
<br />ABOVE CEILING
<br />LINE
<br />08
<br />A5-02
<br />07
<br />A5-02
<br />18
<br />A5-02
<br />TYPE 'X'
<br />GYP.
<br />BD.
<br />TYP.
<br />03
<br />A5-02
<br />09
<br />A5-02
<br />13
<br />A5-02
<br />21
<br />A5-02
<br />14
<br />A5-02
<br />PROVIDE 16 GA.
<br />STUDS AT
<br />BACKING
<br />LOCATIONS, TYP.
<br />03
<br />A5-02
<br />03
<br />A5-02
<br />02
<br />A5-02
<br />(E) FULL HEIGHT WALL (E) BRACED WALL
<br />PROVIDE (N) WALL BRACE AT
<br />ALL JAMB CONDITIONS, TYP.
<br />(E) WALL BRACE
<br />09
<br />A5-02
<br />13
<br />A5-02
<br />(N) DOOR OPENING
<br />18
<br />A5-02
<br />03
<br />A5-02
<br />(E) METAL STUD
<br />FRAMING
<br />(E) STRUCTURE
<br />(E) GYP. BD. FINISH
<br />LINE OF (E) CEILING
<br />SUPPORT (E) FRAMING UNTIL
<br />(N) HEADER IS INSTALLED
<br />(N) HEADER
<br />(E) HEADER
<br />(E) CONT. METAL TRACK
<br />(E) CONT. METAL TRACK
<br />(E) GYP. BD. FINISH
<br />(N) GYP. BD. FINISH TO
<br />MATCH THICKNESS OF (E)
<br />(E) METAL STUD
<br />FRAMING
<br />(N) METAL STUD FRAMING @ 16"
<br />O.C. TO MATCH WIDTH OF (E)
<br />(N) METAL TRACK TO MATCH
<br />THICKNESS OF (E) - ATTACH TO
<br />STRUCT. W/ 0.157" DIA. HILTI X-U
<br />SHOTPINS @ 24" O.C. AND 6"
<br />FROM ENDS
<br />(N) METAL TRACK TO MATCH
<br />THICKNESS OF (E) - ATTACH
<br />TO (E) HEADER WITH (2) #10
<br />SMS @ 12" O.C.
<br />CUT BACK (E) GYP. BD. TO
<br />CENTERLINE OF (E) KING STUD
<br />AND RE-FASTEN EDGE
<br />ATTACH (N) STUD TO (E)
<br />WITH (2) #10 SMS @ 16" O.C.
<br />REMOVE AND RE-INSTALL
<br />GYP. BD. FINISH AS
<br />NECESSARY TO INSTALL
<br />NEW FRAMING MEMBERS
<br />MA
<br />X
<br />I
<br />M
<br />U
<br />M
<br />
<br />O
<br />F
<br />
<br />1
<br />2
<br />"
<br />3"
<br />3"
<br />(4) #10 SMS EACH SIDE OF SPLICE
<br />CENTERLINE OF TOP TRACK SPLICE
<br />(6) #10 SMS
<br />1"
<br />1"
<br />1"
<br />CUT BRACE FLANGE AND BEND WEB
<br />NESTED TRACK OF SAME THICKNESS FOR SPLICING
<br />ALTERNATE BRACES IF POSSIBLE
<br />METAL STUD 16" O.C. PER
<br />PARTITION TYPE, TYP.
<br />#10 SMS EA SIDE @ EA. STUD
<br />CONT. TOP TRACK
<br />362S162-43 METAL STUD BRACE
<br />48" O.C. SPACING AND AT ALL
<br />JAMB STUDS AND TRACK SPLICES
<br />9'-0"
<br />
<br />MAX
<br />S
<br />P
<br />A
<br />N
<br />1"
<br />13
<br />A5-02
<br />FOR TOP
<br />CONNECTION SEE
<br />DETAIL:
<br />AT RATED WALLS USE UL HW-
<br />D-0042 OR HW-D-0045 HEAD WALL
<br />JOINT SYSTEM - USE INTUMESCENT
<br />SEALANT (HILTI CFS-SP WB OR
<br />CP606 AS LISTED)
<br />LWC/NWC OVER METAL DECK
<br />METAL STUD 16" O.C.
<br />5/8" GYP. BD.
<br />THERMAL OR BATT INSULATION WHERE
<br />OCCURS -SEE PARTITION TYPES
<br />4" WIDE 16 GA. METAL STRAP @ 12" O.C. -
<br />SECURE W/ (2) 0.157 DIA HILTI X-U
<br />SHOTPINS WITH 1-1/4" EMBED @ 12" O.C.
<br />(ICC ESR-2269)
<br />MIN.
<br />1 1/2"
<br />FILL VOID WITH MIN. 4-PCF DENSITY
<br />MINERAL WOOL
<br />MA
<br />X
<br />.
<br />
<br />3
<br />/
<br />4
<br />"
<br />MI
<br />N
<br />.
<br />
<br />1
<br />/
<br />2
<br />"
<br />
<br />T
<br />O
<br />16 GA. CONT. SLOTTED SLIP TRACK W/
<br />(2) #10 SMS @ EA. STRAP
<br />(1) #10 SMS EA. STUD, EA. FACE
<br />LOCATED TO ALLOW MAX. DEFLECTION.
<br />LWC/NWC OVER METAL DECK
<br />5/8" GYP. BD.
<br />FILL VOID WITH MIN. 4-PCF DENSITY
<br />MINERAL WOOL
<br />16 GA. CONT. SLOTTED SLIP TRACK W/
<br />(1) 0.157 DIA HILTI X-U SHOTPINS WITH
<br />1-1/4" EMBED @ 12" O.C. (ICC ESR-2269)
<br />(1) #10 SMS EA. STUD, EA. FACE
<br />LOCATED TO ALLOW MAX. DEFLECTION.
<br />METAL STUD 16" O.C. THERMAL OR BATT INSULATION WHERE
<br />OCCURS -SEE PARTITION TYPES
<br />MI
<br />N
<br />.
<br />4"
<br />MI
<br />N
<br />.
<br />4"
<br />MA
<br />X
<br />.
<br />
<br />3
<br />/
<br />4
<br />"
<br />MI
<br />N
<br />.
<br />
<br />1
<br />/
<br />2
<br />"
<br />
<br />T
<br />O
<br />AT RATED WALLS USE UL HW-
<br />D-0042 OR HW-D-0045 HEAD WALL
<br />JOINT SYSTEM - USE INTUMESCENT
<br />SEALANT (HILTI CFS-SP WB OR
<br />CP606 AS LISTED)
<br />ST
<br />U
<br />D
<br />
<br />S
<br />H
<br />A
<br />L
<br />L
<br />
<br />B
<br />E
<br />
<br />I
<br />N
<br />D
<br />E
<br />X
<br />E
<br />D
<br />10
<br />"
<br />
<br />M
<br />I
<br />N
<br />.
<br />LWC OVER METAL DECK OR NWC SLAB
<br />SECURE MTL. STUD TO TRACK W/ #
<br />10 S.M.S., TYP.
<br />CONT. METAL TRACK W/ 0.157 DIA HILTI
<br />X-U SHOTPINS WITH 1" EMBED @ 8"
<br />O.C. (ICC ESR-2269)
<br />METAL STUD 16" O.C.
<br />5/8" GYP. BD.
<br />FOR WALL WITH CASEWORK ON
<br />ONE OR BOTH SIDES USE 3/8" DIA.
<br />HILTI KB TZ WITH 2" EMBED @ 24"
<br />O.C. (ICC ESR-1917)
<br />THERMAL OR BATT INSULATION WHERE
<br />OCCURS -SEE PARTITION TYPES
<br />AT RATED WALLS PROVIDE FIRE
<br />SEALANT PER UL JOINT ASSEMBLY
<br />BW-S-0001
<br />CONT. ACOUSTIC SEALANT
<br />1-1/2" MIN., TYP.
<br />1/
<br />2
<br />"
<br />
<br />
<br />G
<br />A
<br />P
<br />1/
<br />2
<br />"
<br />
<br />
<br />G
<br />A
<br />P
<br />LWC/NWC OVER METAL DECK
<br />4" WIDE 16 GA. METAL STRAP @ 12" O.C. -
<br />SECURE W/ (2) 0.157 DIA HILTI X-U
<br />SHOTPINS WITH 1-1/4" EMBED @ 12" O.C.
<br />(ICC ESR-2269)
<br />METAL STUD 16" O.C. 16 GA. CONT. SLOTTED SLIP TRACK W/
<br />(2) #10 SMS @ EA. STRAP PER
<br />(1) #10 SMS EA. STUD, EA. FACE
<br />LOCATED TO ALLOW MAX. DEFLECTION.
<br />16 GA. CONT. SLOTTED SLIP TRACK W/
<br />(1) 0.157 DIA HILTI X-U SHOTPINS WITH
<br />1-1/4" EMBED @ 12" O.C. (ICC ESR-2269)
<br />(1) #10 SMS EA. STUD, EA. FACE LOCATED
<br />TO ALLOW MAX. DEFLECTION.
<br />LWC/NWC OVER METAL DECK
<br />METAL STUD 16" O.C.
<br />R
<br />No.
<br />F
<br />LICENSE
<br />STATE
<br />D
<br />O
<br />A RCHITECT
<br />C AL IFORNIA
<br />STEPHE WHITE
<br />RENEWAL
<br />DATE
<br />C-34829
<br />N
<br />08/31/27
<br />SHEET TITLE
<br />PROJECT
<br />FACILITY
<br />FAC NO: BLDG NO: FLOOR LEV: SECTION:
<br />KP PROJ. NO.
<br />PERMIT NO.
<br />555 W. Fifth Street Suite 2950 | Los Angeles, CA 90013 USA
<br />ARCHITECT
<br />CONSULTANT
<br />ARCHITECT SEAL CONSULTANT SEAL
<br />KAISER FOUNDATION HOSPITALS
<br />NATIONAL FACILITIES SERVICES
<br />1800 HARRISON STREET OAKLAND,
<br />CALIFORNIA 94612
<br />ISSUE / REVISION LOG
<br />NO. ISSUED DATE
<br />0
<br />5'
<br />
<br />5
<br />0
<br />'
<br />GR
<br />A
<br />P
<br />H
<br />I
<br />C
<br />
<br />S
<br />C
<br />A
<br />L
<br />E
<br />S
<br />:
<br />
<br />1
<br />/
<br />1
<br />6
<br />"
<br />
<br />=
<br />
<br />1
<br />'
<br />-
<br />0
<br />"
<br />0
<br />25
<br />'
<br />1/
<br />8
<br />"
<br />
<br />=
<br />
<br />1
<br />'
<br />-
<br />0
<br />"
<br />5'
<br />0
<br />12
<br />'
<br />1/
<br />4
<br />"
<br />
<br />=
<br />
<br />1
<br />'
<br />-
<br />0
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<br />AGENCY APPLICATION NUMBER
<br />AGENCY APPROVAL STAMP
<br />THIS DOCUMENT IS THE PROPERTY OF THE OWNER AND IS
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<br />HZ PROJ. NO.
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<br />Phone 310.820.4600 | Fax 310.207.4215
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<br />SOCC 2022 R HBM 1st Fl KPOJ
<br />REMODEL
<br />A5-02
<br />DETAILS - TYPICAL FRAMING
<br />CA394-1 -
<br />CAP027721R314412.35
<br />HARBOR/MacARTHUR MEDICAL OFF
<br />3401 S. HARBOR BLVD.
<br />SANTA ANA, CALIFORNIA 92704
<br />NTSTYPICAL LATERAL BRACING 08
<br />1 1/2" = 1'-0"TYPICAL BACKING 07 1 1/2" = 1'-0"TYPICAL WINDOW SILL 02
<br />1 1/2" = 1'-0"TYPICAL HEADER FRAMING 03
<br />NTSALT. SURFACE LATERAL BRACING 12NTSTYPICAL SURFACE LATERAL BRACING 17
<br />1 1/2" = 1'-0"TYPICAL DOOR JAMB - AXON 18 3" = 1'-0"WALL BRACE TOP ANCHORAGE 13
<br />1/2" = 1'-0"TYPICAL (N) FRAMING ELEVATION1 011/2" = 1'-0"TYPICAL (E) FRAMING ELEVATION 11
<br />3" = 1'-0"WALL BRACE BASE ANCHORAGE 093" = 1'-0"TYPICAL WALL TOP ANCHORAGE 14
<br />3" = 1'-0"TYPICAL WALL BASE ANCHORAGE 21
<br />3" = 1'-0"TYPICAL TOP TRACK ANCHORAGE 19
<br />CITY SUBMITTAL 11/03/2025
<br />101125520, 20187249, 40140902
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