HomeMy WebLinkAbout15 E Huntington Dr - 2023 - ACCOUNT OFFICE FACADE IMPROVEMENTREVISIONS BY
REVISIONS BY
REVISIONS BY
REVISIONS BY
1 32 4
HOLDOWN SCHEDULE
SHEAR WALL SCHEDULE
S-1
1 OF 4 SHEETS
GENERAL
NOTES
AS NOTED
Date No. Description
Drawn By:
Drawing Title
Scale:
Drawing No.
Revisions
ADDRESS
INTERIOR REMODELING
11-03-2022
Project
Date:
JZ
Structural Consultant
JZ STRUCTURAL, INC.
205 S. CHAPEL AVE. #C2,
ALHAMBRA, CA 91801
15 E HUNTINGTON DR,
ARCADIA,
CA 91006
FILE NO: 22-105
E-mail: ellen@jzstructural.com
Telephone: 626.389.7774
Cell Phone: 626.475.2628
NOTES:
1.REFER TO SHEET S-1 FOR GENERAL NOTES.
2.SEE SHEET S-1 FOR SHEARWALL SCHEDULE
3.HOLD DOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION AND
RE-TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING.
4.FOR COLLECTOR/DRAG STRUT (D/S) & BEAMS ALONG LINE OF SHEARWALL, PROVIDE (2) ROWS
OF BOUNDARY NAILS (B.N.)
5.PROVIDE SIMPSON "LUS" HANGER TO ROOF RAFTER, CEILING JOIST, & FLOOR JOIST AS
APPLICABLE UNO
6.PROVIDE SIMPSON "HUS" HANGER AS APPLICABLE, TO LUMBER BEAM UNO
7. FOUNDATION NOTES
A. ALL NEW CONC FOOTINGS SHALL BE MIN. 24" DEEP, U.N.O.
PER DETAIL. SEE PLAN FOR WIDTH OF FOOTING.
8. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR
FOUNDATION WALLS AND ARE LESS THAN 8" TO THE EXPOSED GROUP SHALL BE
PRESSURE-TREATED OR NATURALLY DURABLE TO DECAY.
9. POST NOTES:
A. FOR WOOD POST RESTED ON CONCRETE, PROVIDE SIMPSON POST BASE
'ABU' TO FIT. TYP. U.N.O.
B. FOR WOOD POST RESTED ON EXITING SILL PLATE, PROVIDE (2) SIMPSON
A35 BETWEEN POST TO THE SILL PLATE. (ONE A35 AT EACH SIDE OF
POST).
C. BELOW THE RAISED FLOOR, SOLID BLOCKING OR KING POST SHALL BE PROVIDE
BETWEEN THE NEW POST AND FOUNDATION, OR EXTEND THE NEW POST TO
REST ON A NEW FOUNDATION. PROVIDE SIMPSON COLUMN BASE 'LCB' TO
AVOID DIRECT CONTACT BETWEEN THE POST & CONCRETE.
10. NOTE ON ALL NEW BEAMS:
A. AT WALL SUPPORTS, ALL NEW BEAMS SHALL BE SUPPORTED ON THE TOP OF
THE EXISTING DOUBLE TOP PLATES PER DETAIL.
B AT BEAM SUPPORTS, ALL NEW BEAMS SHALL BE SUPPORTED WITH SIMPSON
HANGER AS NOTED ON PLAN UNLESS NOTED OTHERWISE.
C. AT END CONDITION WITH SLOPED SLOPE, THE TOP OF THE BEAM CAN BE
NOTCHED TO FIT THE SLOPING ROOF PER DETAIL.
11. NOTE ON KICKERS ON NEW BEAMS:
A. NEW BEAMS, AS SPECIFIED ON PLAN, ARE DESIGNATED SUPPORTS FOR ROOF SYSTEMS.
B. EACH NEW BEAM, DESIGNATED TO SUPPORT THE ROOF, SHALL SUPPORT NO MORE THAN
5'-0" OF ROOF ON EACH SIDE OF THE BEAM.
C. SEE DETAILS 6/S-5AND 11/S-5 FOR KICKER TOP AND BOTTOM CONNECTION.
D. ALL EXISTING KICKERS AT THE REMOVED WALLS SHALL BE SUPPORTED ON THE
NEW BEAMS.
STRUCTURAL OBSERVATION STAGES
1.BEFORE POURING CONCRETE TO NEW PADS.
2.BEFORE POURING CONCRETE TO NEW GRADE BEAM
3.NEW SHEAR WALL ABOVE NEW BEAM (SHEATING, NAILING)
4.NEW FRAMING & NEW CONNECTION FOR EXISTING 2X8 RAFTER.
LEGEND
PA.POST ABOVE
D/S DRAG STRUT (DOUBLE JOISTS W/ 2 ROWS OF NAILING)
DS DOUBLE STUDS
AWP ALIGN WITH POST ABOVE
HDR HEADER
KP KING POST BELOW, USE MIN. 2-2X K.P, U.N.O.
POST BELOW OR ABOVE, USE MIN. 2-2X POST, U.N.O.
MIN. SHEAR WALL & LENGTH
ROOF RAFTER, CEILING JOIST, OR FLOOR JOIST
EXISTING WALL
NEW WALL
L= #
NEW FOOTING
OR GRADE BEAM
EXISTING SLAB-ON-GRADE
TO REMAIN
(N) PAD 'A'(N) PAD 'A'
EXISTING
FOOTING
EXISTING
FOOTING
TYP. UNO.
EXISTING FOOTING
TYP. UNO.
EXISTING WALL
TO REMAIN
TYP. UNO.
EXISTING
FOOTING
EXISTING WALL
TO REMAIN
(N) HSS7X7X 12
STEEL COL.
18/S-4
(N) HSS7X7X 12
STEEL COL.
18/S-4
SCOPE OF WORK
(N) 15"X24" GRADE BEAM
W/ (4) #5 TOP & BOT.
W/ #4 STIRRUPS @ 8" OC.
2 OF 4 SHEETS
S-2
FOUNDATION PLAN
AS NOTED
Date No. Description
Drawn By:
Drawing Title
Scale:
Drawing No.
Revisions
ADDRESS
INTERIOR REMODELING
11-03-2022
Project
Date:
JZ
Structural Consultant
JZ STRUCTURAL, INC.
205 S. CHAPEL AVE. #C2,
ALHAMBRA, CA 91801
15 E HUNTINGTON DR,
ARCADIA,
CA 91006
FILE NO: 22-105
E-mail: ellen@jzstructural.com
Telephone: 626.389.7774
Cell Phone: 626.475.2628
NOTES:
1.REFER TO SHEET S-1 FOR GENERAL NOTES.
2.SEE SHEET S-1 FOR SHEARWALL SCHEDULE
3.HOLD DOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION AND
RE-TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING.
4.FOR COLLECTOR/DRAG STRUT (D/S) & BEAMS ALONG LINE OF SHEARWALL, PROVIDE (2) ROWS
OF BOUNDARY NAILS (B.N.)
5.PROVIDE SIMPSON "LUS" HANGER TO ROOF RAFTER, CEILING JOIST, & FLOOR JOIST AS
APPLICABLE UNO
6.PROVIDE SIMPSON "HUS" HANGER AS APPLICABLE, TO LUMBER BEAM UNO
7. FOUNDATION NOTES
A. ALL NEW CONC FOOTINGS SHALL BE MIN. 24" DEEP, U.N.O.
PER DETAIL. SEE PLAN FOR WIDTH OF FOOTING.
8. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR
FOUNDATION WALLS AND ARE LESS THAN 8" TO THE EXPOSED GROUP SHALL BE
PRESSURE-TREATED OR NATURALLY DURABLE TO DECAY.
9. POST NOTES:
A. FOR WOOD POST RESTED ON CONCRETE, PROVIDE SIMPSON POST BASE
'ABU' TO FIT. TYP. U.N.O.
B. FOR WOOD POST RESTED ON EXITING SILL PLATE, PROVIDE (2) SIMPSON
A35 BETWEEN POST TO THE SILL PLATE. (ONE A35 AT EACH SIDE OF
POST).
C. BELOW THE RAISED FLOOR, SOLID BLOCKING OR KING POST SHALL BE PROVIDE
BETWEEN THE NEW POST AND FOUNDATION, OR EXTEND THE NEW POST TO
REST ON A NEW FOUNDATION. PROVIDE SIMPSON COLUMN BASE 'LCB' TO
AVOID DIRECT CONTACT BETWEEN THE POST & CONCRETE.
10. NOTE ON ALL NEW BEAMS:
A. AT WALL SUPPORTS, ALL NEW BEAMS SHALL BE SUPPORTED ON THE TOP OF
THE EXISTING DOUBLE TOP PLATES PER DETAIL.
B AT BEAM SUPPORTS, ALL NEW BEAMS SHALL BE SUPPORTED WITH SIMPSON
HANGER AS NOTED ON PLAN UNLESS NOTED OTHERWISE.
C. AT END CONDITION WITH SLOPED SLOPE, THE TOP OF THE BEAM CAN BE
NOTCHED TO FIT THE SLOPING ROOF PER DETAIL.
11. NOTE ON KICKERS ON NEW BEAMS:
A. NEW BEAMS, AS SPECIFIED ON PLAN, ARE DESIGNATED SUPPORTS FOR ROOF SYSTEMS.
B. EACH NEW BEAM, DESIGNATED TO SUPPORT THE ROOF, SHALL SUPPORT NO MORE THAN
5'-0" OF ROOF ON EACH SIDE OF THE BEAM.
C. SEE DETAILS 6/S-5AND 11/S-5 FOR KICKER TOP AND BOTTOM CONNECTION.
D. ALL EXISTING KICKERS AT THE REMOVED WALLS SHALL BE SUPPORTED ON THE
NEW BEAMS.
LEGEND
PA.POST ABOVE
D/S DRAG STRUT (DOUBLE JOISTS W/ 2 ROWS OF NAILING)
DS DOUBLE STUDS
AWP ALIGN WITH POST ABOVE
HDR HEADER
KP KING POST BELOW, USE MIN. 2-2X K.P, U.N.O.
POST BELOW OR ABOVE, USE MIN. 2-2X POST, U.N.O.
MIN. SHEAR WALL & LENGTH
ROOF RAFTER, CEILING JOIST, OR FLOOR JOIST
EXISTING WALL
NEW WALL
L= #
NEW FOOTING
OR GRADE BEAM
(E) HDR
(E) HDR (E) HDR
(E
)
2
X
8
R
.
R
.
CO
N
T
.
(E) ROOF TRUSSES
TO REMAIN
(N) HSS7X7X 12
STEEL COL.
13/S-4
(N) Prllm 7X14.0 (2.0E) W/ (N) 2X4 CRIPPLE
STUD @ 16" OC ABOVE (SEE DETAIL:11/S-4)
(E) TRUSS TO REMAIN
(E) ROOF TRUSSES
TO REMAIN
END OF (E) EXTERIOR
CANTILEVERED ROOF
RAFTERS
REMOVED PORTION OF (E)
EXTERIOR CANTILEVERED
ROOF RAFTERS
(N) HSS7X7X 12
STEEL COL.
13/S-4
(E) TRUSS TO REMAIN
(E) 2X8 RR @ 16" OC V.I.F.
(EXTERIOR CANTILEVERED
ROOF RAFTERS) WITH
INTERIOR PORTION REMOVED
AS SHOWN
(E) 2X8 RR @ 16" OC TO
REMAIN (EXTERIOR
CANTILEVERED ROOF
RAFTERS)
(E) MEMBER TO REMAIN (SUPPORTING
EXISTING EXTERIOR ROOF RAFTERS)
(E) MEMBER TO BE REMOVED (SUPPORTING
EXISTING EXTERIOR ROOF RAFTERS)
(E) HDR (E) HDR
(E) HDR
(E) HDR
(E) HDR
SCOPE OF WORK
3 OF 4 SHEETS
S-3
ROOF FRAMING
PLANS
AS NOTED
Date No. Description
Drawn By:
Drawing Title
Scale:
Drawing No.
Revisions
ADDRESS
INTERIOR REMODELING
11-03-2022
Project
Date:
JZ
Structural Consultant
JZ STRUCTURAL, INC.
205 S. CHAPEL AVE. #C2,
ALHAMBRA, CA 91801
15 E HUNTINGTON DR,
ARCADIA,
CA 91006
FILE NO: 22-105
E-mail: ellen@jzstructural.com
Telephone: 626.389.7774
Cell Phone: 626.475.2628
2"2"
AS NOTED
Date No. Description
Drawn By:
Drawing Title
Scale:
Drawing No.
Revisions
ADDRESS
INTERIOR REMODELING
11-03-2022
Project
Date:
JZ
Structural Consultant
JZ STRUCTURAL, INC.
205 S. CHAPEL AVE. #C2,
ALHAMBRA, CA 91801
15 E HUNTINGTON DR,
ARCADIA,
CA 91006
FILE NO: 22-105
E-mail: ellen@jzstructural.com
Telephone: 626.389.7774
Cell Phone: 626.475.2628
4 OF 4 SHEETS
S-4
TYPICAL FRAMING-
STRAP DETAILS