|
DN
<br />3
<br />S3.70
<br />TREX DECKING PER ARCH
<br />OVER JOISTS, TYP
<br />(E) CONT FTG, TYP
<br />(E) CONT FTG, TYP
<br />UP
<br />ACCESS HATCH
<br />PER ARCH
<br />4x8
<br />4x
<br />8
<br />4x8
<br />4x
<br />8
<br />4x8 4x8 4x8 4x8 4x8 (2)-1 3/4x7 1/4 LVL 4x8 4x8 4x8
<br />4x
<br />8
<br />4x
<br />8
<br />4x
<br />8
<br />(2)-2x8
<br />(2)-2x8
<br />(2
<br />)
<br />-
<br />2
<br />x
<br />8
<br />(2
<br />)
<br />-
<br />2
<br />x
<br />8
<br />2x
<br />8
<br />
<br />F
<br />J
<br />@
<br />1
<br />6
<br />"
<br />O
<br />C
<br />2x8 FJ
<br />@ 16"OC
<br />VERIFY OR PROVIDE 4x
<br />MIN POST. ATTACH
<br />HANGER TO POST
<br />SIMPSON HUC HANGER
<br />5
<br />S5.63
<br />6
<br />S5.63
<br />(3)-1 3/4x7 1/4 LVL
<br />2x
<br />8
<br />
<br />F
<br />J
<br />@
<br />1
<br />6
<br />"
<br />O
<br />C
<br />6
<br />S5.63
<br />TYP
<br />1
<br />S4.30TYP 5
<br />S5.63 TYP
<br />SIMPSON HUC HANGER
<br />VERIFY OR PROVIDE 4x MIN
<br />POST. ATTACH HANGER TO
<br />POST, TYP EA END OF BEAM
<br />SIMPSON HUC HANGER
<br />4x8 MIN LEDGER W/
<br />(2)-SDS1/4x5 @ 12"OC, TYP.
<br />REFER TO ARCH FOR DETAIL
<br />1'-6"SQx12"THK W/
<br />(3)-#4 EA WAY BOT, TYP
<br />1 3/4x7 1/4 LVL FJ @ 16"OC
<br />1'-6"Wx1'-6"THK W/
<br />(2)-#4 LONG BARS T&B &
<br />#4 TRANS BARS @ 12"OC T&B
<br />HS
<br />S
<br />1
<br />2
<br />x
<br />4
<br />x
<br />1
<br />/
<br />4
<br />ST
<br />A
<br />I
<br />R
<br />
<br />S
<br />T
<br />R
<br />I
<br />N
<br />G
<br />E
<br />R
<br />HS
<br />S
<br />1
<br />2
<br />x
<br />4
<br />x
<br />1
<br />/
<br />4
<br />ST
<br />A
<br />I
<br />R
<br />
<br />S
<br />T
<br />R
<br />I
<br />N
<br />G
<br />E
<br />R
<br />WOOD STRINGER
<br />PER 11 S5.63
<br />(2)-1 3/4x7 1/4 LVL
<br />1'-6"Wx1'-6"THK W/
<br />(2)-#4 LONG BARS T&B &
<br />#4 TRANS BARS @ 12"OC T&B
<br />10
<br />S5.63
<br />11
<br />S5.63
<br />10
<br />S5.63
<br />11
<br />S5.63
<br />WOOD STRINGER
<br />PER 11 S5.63
<br />9
<br />S5.63
<br />TYP
<br />4x8
<br />4x8
<br />4x8
<br />4x8
<br />4x
<br />8
<br />4x
<br />8
<br />2x
<br />8
<br />
<br />F
<br />J
<br />@
<br />1
<br />6
<br />"
<br />O
<br />C
<br />10
<br />S5.63
<br />11
<br />S5.63
<br />2x8 FJ
<br />@ 16"OC
<br />4x8
<br />10
<br />S5.63
<br />11
<br />S5.63
<br />2x8 FJ
<br />@ 16"OC
<br />2x8 FJ
<br />@ 16"OC
<br />SIMPSON HUC HANGER
<br />SIMPSON HUC HANGER
<br />SIMPSON HUC HANGER,
<br />TYP EA END
<br />WOOD STRINGER
<br />PER 11 S5.63
<br />1'-6"Wx1'-6"THK W/
<br />(2)-#4 LONG BARS T&B &
<br />#4 TRANS BARS @ 12"OC T&B
<br />1'-6"Wx1'-6"THK W/
<br />(2)-#4 LONG BARS T&B &
<br />#4 TRANS BARS @ 12"OC T&B
<br />WOOD STRINGER
<br />PER 11 S5.63
<br />1
<br />S4.30TYP
<br />4x4
<br />TYP
<br />4x4TYP
<br />6
<br />S3.70
<br />VERIFY OR PROVIDE
<br />(2)-2x STUDS MIN EA
<br />END OF (E) HDR
<br />VERIFY OR PROVIDE
<br />(2)-2x STUDS MIN AT
<br />EA END OF BEAM,
<br />SEE DETAIL 4 S3.70
<br />(E) COLUMNS &
<br />FTG TO REMAIN
<br />HSS
<br />4
<br />x
<br />4
<br />x
<br />1
<br />/
<br />4
<br />UP
<br />HS
<br />S
<br />1
<br />2
<br />x
<br />4
<br />x
<br />1
<br />/
<br />4
<br />ST
<br />A
<br />I
<br />R
<br />
<br />S
<br />T
<br />R
<br />I
<br />N
<br />G
<br />E
<br />R
<br />HS
<br />S
<br />1
<br />2
<br />x
<br />4
<br />x
<br />1
<br />/
<br />4
<br />ST
<br />A
<br />I
<br />R
<br />
<br />S
<br />T
<br />R
<br />I
<br />N
<br />G
<br />E
<br />R
<br />3
<br />S3.70
<br />VERIFY OR PROVIDE
<br />(2)-2x STUDS MIN EA
<br />END OF (E) HDR
<br />VERIFY OR PROVIDE
<br />(2)-2x STUDS MIN AT
<br />EA END OF BEAM,
<br />SEE DETAIL 4 S3.70
<br />2'-6"SQx1'-0"THK
<br />CONC FTG W/
<br />(5)-#4 EA WAY BOT
<br />HSS
<br />4
<br />x
<br />4
<br />x
<br />1
<br />/
<br />4
<br />2'-6"SQx1'-0"THK
<br />CONC FTG W/
<br />(5)-#4 EA WAY BOT
<br />6
<br />S3.70
<br />SIMPSON
<br />HUC HANGER
<br />2'-0" WIDE x 1'-6" THK
<br />CONC FTG W/ (4)-#4
<br />LONG & #4 TRANS
<br />BARS @ 12"OC, TYP
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />1
<br />2
<br />2
<br />2
<br />2
<br />2
<br />(E) 2x6, TYP
<br />(E) 2x DECKING
<br />(E) STEEL BEAM
<br />(E) 6x8 HDR (VERIFY
<br />SIZE IN FIELD)
<br />(E) 6x8 HDR (VERIFY
<br />SIZE IN FIELD)
<br />(E) 2x6, TYP
<br />(E) 2x DECKING
<br />(E) 6x8 HDR (VERIFY
<br />SIZE IN FIELD)
<br />(E) STEEL BEAM
<br />(E) 2x6, TYP
<br />4x KING POST EA
<br />END OF BEAM, SEE
<br />DETAIL 4 S3.70
<br />NOTE:
<br />EXISTING BALCONY FRAMING, INCLUDING
<br />FRAMING NOT SPECIFICALLY CALLED OUT
<br />ON PLAN, TO REMAIN PER ARCH.
<br />CONTRACTOR TO TEMPORARILY SHORE
<br />AND SUPPORT ALL BALCONY FRAMING
<br />DURING CONSTRUCTION OF NEW LANDING
<br />AND STAIR TO ENSURE FRAMING REMAINS
<br />INTACT AND UNCOMPROMISED.
<br />2x
<br />8
<br />
<br />@
<br />
<br />1
<br />6
<br />"
<br />O
<br />C
<br />HSS BEAM TO HSS
<br />COL PER 7 S3.70
<br />HSS12x4x1/4
<br />2x
<br />8
<br />
<br />@
<br />
<br />1
<br />6
<br />"
<br />O
<br />C
<br />HSS12x4x1/4
<br />6x8
<br />HS
<br />S
<br />1
<br />2
<br />x
<br />4
<br />x
<br />1
<br />/
<br />4
<br />ST
<br />A
<br />I
<br />R
<br />
<br />S
<br />T
<br />R
<br />I
<br />N
<br />G
<br />E
<br />R
<br />HSS BEAM TO HSS
<br />COL PER 7 S3.70
<br />4x KING POST EA
<br />END OF BEAM, SEE
<br />DETAIL 4 S3.70
<br />ST
<br />A
<br />I
<br />R
<br />
<br />S
<br />T
<br />R
<br />I
<br />N
<br />G
<br />E
<br />R
<br />HS
<br />S
<br />1
<br />2
<br />x
<br />4
<br />x
<br />1
<br />/
<br />4
<br />HS
<br />S
<br />1
<br />2
<br />x
<br />4
<br />x
<br />1
<br />/
<br />4
<br />ST
<br />A
<br />I
<br />R
<br />
<br />S
<br />T
<br />R
<br />I
<br />N
<br />G
<br />E
<br />R
<br />HS
<br />S
<br />1
<br />2
<br />x
<br />4
<br />x
<br />1
<br />/
<br />4
<br />ST
<br />A
<br />I
<br />R
<br />
<br />S
<br />T
<br />R
<br />I
<br />N
<br />G
<br />E
<br />R
<br />6x8
<br />2
<br />S3.70
<br />1
<br />S3.70
<br />12
<br />S5.63
<br />2
<br />S3.70
<br />1
<br />S3.70
<br />12
<br />S5.63
<br />AT GUARDRAIL TO
<br />(E) FRAMING, SEE
<br />13 S5.63 TYP
<br />SIMPSON HUC
<br />HANGER, TYP EA
<br />END TO WOOD POST
<br />SIMPSON HUC
<br />HANGER, TYP EA
<br />END TO WOOD POST
<br />2
<br />2
<br />2
<br />2
<br />WD PROJ. #DRAWN BY:CHECKED DATE
<br />23411 JA EG/SH
<br />WESTGROUP DESIGNS, INC.©
<br />ISSUED FOR:
<br />REGISTRATION/SIGNATURE:
<br />SHEET TITLE:
<br />SHEET NUMBER:
<br />S2.30
<br />REVISIONS:
<br />02/19/25
<br />STAIR FOUNDATION
<br />AND FRAMING PLAN
<br />No.3503
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<br />5
<br />BEWLEY STREET
<br />RESIDENCE
<br />ILLUMINATION
<br />FOUNDATION
<br />918 BEWLEY STREET,
<br />SANTA ANA, CA 92703
<br />LONG BEACH • SAN DIEGO
<br />Project:
<br />LONG BEACH OFFICE
<br />3900 Cover Street, Long Beach
<br />CA 90808 • 562.985.3200
<br />S T R U C T U R A L E N G I N SREE
<br />23-0221-00
<br />02/19/251 DELTA 1
<br />02/19/25CITY APPROVAL
<br />03/24/252 DELTA 2
<br />SCALE:S2.30
<br />STAIR FOUNDATION PLAN A
<br />1/4" = 1'-0"SCALE:S2.30
<br />STAIR FRAMING PLAN B
<br />1/4" = 1'-0"
<br />1.SEE GENERAL NOTES SHEET(S) FOR APPLICABLE NOTES, ABBREVIATIONS AND
<br />PLAN SYMBOLS LEGEND. SEE PLAN SHEET FOR LIST OF APPLICABLE TYPICAL
<br />DETAILS NOT CALLED OUT ON PLANS.
<br />2.EXISTING CONSTRUCTION IS SHOWN FADED AND IS LABELED AS EXISTING OR (E).
<br />NEW CONSTRUCTION IS SHOWN DARK AND IS SPECIFICALLY REFERENCED BY
<br />DETAILS AND NOTES.
<br />3.EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR KNOWLEDGE.
<br />CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS.
<br />DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON
<br />THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
<br />PRIOR TO PROCEEDING.
<br />4.PROVIDE OVER-EXCAVATION AND COMPACTED BACKFILL PER GEOTECHNICAL
<br />REPORT AND TYPICAL OVER-EXCAVATION AND COMPACTED BACKFILL
<br />REQUIREMENTS DETAIL.
<br />5.SLEEVES ACROSS FOOTINGS SHOWN ON PLAN ARE FOR 2" DIAMETER AND
<br />GREATER PIPES/ CONDUITS. SEE MECHANICAL, ELECTRICAL AND/ OR PLUMBING
<br />DRAWINGS FOR SMALLER ELEMENTS REQUIRING SLEEVES. CONTRACTOR TO
<br />DETERMINE ACTUAL INVERT ELEVATION AND LOCATIONS OF SLEEVES. SEE
<br />TYPICAL PIPE/ CONDUIT SLEEVES ACROSS FOOTING DETAIL 4/S4.00.
<br />6.UNLESS NOTED OTHERWISE ON PLAN OR DETAIL, CENTER LINE OF FOUNDATION
<br />ELEMENT SHALL MATCH WALL AND/OR COLUMN CENTER LINE.
<br />7.FINISH FLOOR ELEVATION = PER ARCHITECT.
<br />8.UNLESS NOTED OTHERWISE, SLAB-ON-GRADE SHALL BE 4" THICK, REINFORCED W/
<br />#4 @ 18"OC EACH WAY, OVER SUB-BASE AND SUB-GRADE PREPARED PER TYPICAL
<br />SLAB-ON-GRADE UNDERLAYMENT DETAIL 5/S4.00
<br />9.WHEN SLAB-ON-GRADE CONTROL JOINTS ARE NOT SHOWN ON PLAN, PROVIDE
<br />JOINTS PER TYPICAL SLAB-ON-GRADE CONTROL AND CONSTRUCTION JOINTS
<br />DETAIL 6/S4.00
<br />10.SEE ARCHITECTURAL PLANS FOR CURBS, SLAB DEPRESSIONS AND SLOPES NOT
<br />SHOWN ON PLAN.
<br />11.UNLESS NOTED OTHERWISE, ALL EXTERIOR WALLS SHALL BE FRAMED W/ 2X6
<br />STUDS @ 16"OC.
<br />12.SEE SHEET S5.55 FOR PLYWOOD SHEAR WALL ELEVATIONS.
<br />13.JAMB POSTS PER 5/S5.50 OR 6/S5.50 ARE NOT SHOWN ON PLAN BUT SHALL BE
<br />INSTALLED PER THE DETAILS.
<br />14.SEE ARCHITECTURAL DRAWINGS FOR NON-BEARING WALL LOCATIONS AND
<br />DIMENSIONS NOT SHOWN ON PLAN.
<br />PLAN NOTES
<br />1.SEE GENERAL NOTES SHEET(S) FOR APPLICABLE NOTES, ABBREVIATIONS AND
<br />PLAN SYMBOLS LEGEND. SEE PLAN SHEET FOR LIST OF APPLICABLE TYPICAL
<br />DETAILS NOT CALLED OUT ON PLANS.
<br />2.EXISTING CONSTRUCTION IS SHOWN FADED AND IS LABELED AS EXISTING OR (E).
<br />NEW CONSTRUCTION IS SHOWN DARK AND IS SPECIFICALLY REFERENCED BY
<br />DETAILS AND NOTES.
<br />3.EXISTING CONDITIONS ARE SHOWN TO THE BEST OF OUR KNOWLEDGE.
<br />CONTRACTOR IS RESPONSIBLE FOR VERIFYING ACTUAL CONDITIONS.
<br />DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THOSE SHOWN ON
<br />THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
<br />PRIOR TO PROCEEDING.
<br />4.FINISH FLOOR ELEVATION = PER ARCHITECT.
<br />5.UNLESS NOTED OTHERWISE, TOP OF PLYWOOD FLOOR SHEATHING SHALL BE 1 1/2"
<br />BELOW FINISHED FLOOR ELEVATION.
<br />6.WHERE HEADERS ARE NOT CALLED OUT ON PLAN, SEE 5/S5.50 OR 6/S5.50 FOR
<br />SCHEDULE.
<br />7.JAMB POSTS PER 5/S5.50 OR 6/S5.50 ARE NOT SHOWN ON PLAN BUT SHALL BE
<br />INSTALLED PER THE DETAILS.
<br />8.FOR FRAMING SPANS GREATER THAN 6'-0", PROVIDE WOOD BLOCKING AT THE
<br />LESSER OF MIDSPAN OR 8'-0"OC. INSTALL BLOCKING PER APPLICABLE TYPICAL
<br />DETAILS.
<br />9.ALL FRAMING MEMBERS NOT OTHERWISE DIMENSIONED SHALL BE EQUALLY
<br />SPACED BETWEEN GIRDERS OR OTHER SUPPORTS.
<br />10.UNLESS NOTED OTHERWISE, FLOOR SHEATHING SHALL BE 3/4" STRUCT I
<br />PLYWOOD, BLOCKED, W/ 10D NAILS @ 6",6",12" (BN,EN,FN).
<br />11.PROVIDE CONSTRUCTION GLUE BETWEEN ALL FLOOR SHEATHING AND BEAMS AND
<br />JOISTS.
<br />12.SEE ARCHITECTURAL PLANS FOR CURBS, FLOOR DEPRESSIONS AND SLOPES NOT
<br />SHOWN ON PLAN.
<br />13.AT DRAG BEAMS INDICATED ON PLAN, PROVIDE BOUNDARY NAILING ALONG FULL
<br />LENGTH OF DRAG BEAM.
<br />14.AT SEISMIC/ WIND DRAG STRAP, WHERE INDICATED ON PLAN, SEE TYPICAL DRAG
<br />DETAIL 5/S5.55 FOR STRAP CONFIGURATION. PROVIDE BN NAILING ALONG
<br />MEMBERS CONNECTED WITH STRAP, INCLUDING BLOCKING. WHERE STRAP
<br />OCCURS ABOVE PLYWOOD, STRAP NAILING MAY TAKE THE PLACE OF PLYWOOD BN
<br />NAILING.
<br />15.UNLESS NOTED OTHERWISE, ALL EXTERIOR WALLS SHALL BE FRAMED W/ 2X6
<br />STUDS @ 16"OC.
<br />16.SEE ARCHITECTURAL DRAWINGS FOR NON-BEARING WALL LOCATIONS, SOFFITS,
<br />FURRING AND DIMENSIONS NOT SHOWN ON PLAN.
<br />17.SEE SHEET S5.55 FOR TYPICAL SHEAR WALL ELEVATIONS, SCHEDULES AND
<br />DETAILS.
<br />18.SEE A/S5.55 AND 4/S5.55 FOR HOLDDOWNS AT EACH END OF SHEAR WALLS.
<br />ADDITIONAL HOLDDOWNS ARE INDICATED ON PLAN WHERE THEY OCCUR.
<br />19.DO NOT CUT ANY NEW OPENINGS OR ENLARGE ANY EXISTING OPENINGS IN THE
<br />FLOOR (FOR DUCTS, PIPES, ETC.) UNLESS SPECIFICALLY SHOWN ON THESE
<br />STRUCTURAL DRAWINGS.
<br />FRAMING PLAN NOTES
<br />Renewal Date
<br />LICENSED ARCHITECT
<br />STATE OF C A L I FORNI
<br />A
<br />J
<br />C32284
<br />HOSHUAJAMESSMIT
<br />05/31/25
<br />03/24/25
<br />914-918 N Bewley
<br />St5/8/2025
|