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1
<br />2
<br />3
<br />A B C D E F
<br />25
<br />'
<br />
<br />-
<br />
<br />0
<br />"
<br />15
<br />'
<br />
<br />-
<br />
<br />8
<br />"
<br />18' - 6"23' - 7"22' - 6"18' - 0"7' - 1"
<br />89' - 8"
<br />40
<br />'
<br />
<br />-
<br />
<br />8
<br />"
<br />6x6
<br />6x6
<br />(E) CONC. S.O.G., TYP.
<br />9' -6"
<br />4
<br />5' -6"
<br />4
<br />5' -6"
<br />4
<br />22' -4"
<br />4
<br />2A2A
<br />2A
<br />2A
<br />2A
<br />2A
<br />18
<br />'
<br />
<br />-
<br />0"
<br />4
<br />8'
<br />
<br />-
<br />0"
<br />6
<br />5' -4"
<br />6
<br />2A2A
<br />6' -6"
<br />6
<br />2A2A
<br />13
<br />'
<br />
<br />-
<br />6"
<br />4
<br />2B
<br />2B
<br />2A 2A 2A2A 2A2A
<br />F-25
<br />SF-2A SF-2A SF-2A
<br />SF-2
<br />SF-2ASF-2A
<br />SF
<br />-
<br />2
<br />A
<br />SF
<br />-
<br />2
<br />A
<br />1
<br />S2.01
<br />TYP.
<br />1
<br />S2.01 TYP.
<br />2
<br />S2.01
<br />W
<br />S
<br />W
<br />H
<br />18
<br />x
<br />1
<br />4
<br />WS
<br />W
<br />H
<br />18
<br />x
<br />1
<br />4
<br />6
<br />SF
<br />-
<br />2
<br />6
<br />6 6 6
<br />6
<br />6
<br />REINFORCE SHEAR
<br />WALL AT OPENING,
<br />SEE
<br />6
<br />7
<br />
<br />8
<br />3
<br />S2.01
<br />15/S0.24
<br />4
<br />S2.01
<br />4x4
<br />2
<br />S2.01 SIM.
<br />4
<br />S2.01
<br />SIM. E/E OF
<br />STRIP FTG.
<br />SF
<br />-
<br />2
<br />12
<br />12
<br />12 12
<br />1' - 6"
<br />1'
<br />
<br />-
<br />
<br />6
<br />"
<br />1' - 6"
<br />5
<br />S2.01
<br />14
<br />13
<br />UN
<br />D
<br />E
<br />R
<br />
<br />W
<br />S
<br />H
<br />W
<br />
<br />E
<br />/
<br />E
<br />3'
<br />
<br />-
<br />
<br />6
<br />"
<br />
<br />
<br />S
<br />T
<br />E
<br />M
<br />
<br />W
<br />A
<br />L
<br />L
<br />4x6
<br />13
<br />13 13
<br />13
<br />13
<br />13
<br />1313
<br />13
<br />13
<br />S2.02
<br />10
<br />LEGEND:
<br />STRUCTURAL STUD WALL
<br />CONC. FOOTING
<br />OR GRADE BEAM
<br />SW
<br />SHEAR WALL SHTG.
<br />S.W. MARK, SEE SCH.
<br />MIN. LENGTH
<br />JOIST OR TRUSS SPAN
<br />WD. OR STL. BEAM
<br />NON-STRUCTURAL WALL, S.A.D.,
<br />MIN. 2x4 @ 16" O.C. FOR NON-LOAD
<br />BEARING WALLS, SEE DETAIL
<br />STRUCTURAL WALL (B)
<br />SIMP. 'HDU' HOLDOWN
<br />PER KEY NOTES
<br />HEADER, SEE DET.
<br />X
<br />SIZE @ XX"O.C.
<br />X'-XX"
<br />WD. COLUMN (B)
<br />WD. COLUMN
<br />C1
<br />PRE-MANUFACTURED
<br />SHEAR PANEL, SEE S0.31
<br />(E) CONC. FOOTING
<br />OR GRADE BEAM
<br />PRE-MANUFACTURED
<br />SHEAR PANEL (B)
<br />PLYWOOD SHEATHING
<br />OPNG.
<br />1/S0.24
<br />9/S0.23
<br />CEILING JOIST SPANSIZE @ XX"O.C.
<br />(E) CONCRETE SLAB, V.I.F.
<br />TENSION STRAP
<br />PER KEY NOTES
<br />9/S0.23
<br />4" THK. CONCRETE SLAB ON GRADE
<br />W/ #4 @ 16" O.C. E/W, PROVIDE
<br />CONTROL JOINTS @ 15'-0" O.C.
<br />MAX., SEE
<br />(E) STRUCTURAL STUD WALL
<br />(E) HEADER, V.I.F.
<br />(E) OPNG.
<br />2/S0.22
<br />(E) STRUCTURAL STUD WALL (B)
<br />HDR.
<br />KEY NOTES:
<br />1 STRUCTURAL SHEATHING
<br />2 SIMPSON HOLDOWN REQUIRED AT EACH END OF SHEAR WALL. U.O.N. HOLDOWN POST TO
<br />RECEIVE EDGE NAILING. SEE DETAIL
<br />2A HDU4 W/ 6x6 POST
<br />1A 1/2" PLYWOOD SHEATHING INSTALLED OVER (E) STRAIGHT SHEATHING W/ 10d NAILS @ 6" O.C.
<br />(B.N. & E.N.) & 12" O.C. F.N., UNBLOCKED, SEE DETAIL
<br />3/S0.24
<br />2B HDU5 W/ 6x6 POST
<br />3 4x12 OR 3 1/2 x 11 1/4 PSL DRAG BEAM W/ STRAPPING ALIGNING W/ SHEAR WALL BELOW
<br />14/S0.24
<br />5 CUT, SHORE, AND RECONNECT (E) ROOF TRUSSES TO NEW BEAM
<br />6 LOCALLY REMOVE (E) FOUNDATIONS FOR NEW WORK, CONTRACTOR TO PROVIDE SHORING TO
<br />(E) FRAMING AS REQ'D.
<br />4A MST48
<br />7 REPAIR LOCATIONS OF DAMAGED (E) WALL FRAMING, FULL SURVEY BY G.C. REQ'D., SEE DETAIL 7/S0.24
<br />8 SISTER 2x6 STUDS TO (E) STUDS, ORIENT PERPENDICULAR TO (E) STUDS, SEE DETAIL 9/S0.23
<br />9 REMOVE (E) ROOF TRUSSES FOR ROOF HATCH, REFRAME W/ LVL ROOF JOISTS PER PLAN
<br />10 WOOD BEAM TO WOOD BEAM CONNECTION, PROVIDE HUS410 HANGER.
<br />4B CONT. CS14
<br />11 PROVIDE SIMPSON H8 EA. END OF ROOF JOIST AT SUPPORTS FOR EXTENT AS SHOWN ON PLAN.
<br />SEE FOR CLARITY
<br />4C CMST12
<br />12 PROVIDE 4x4 WOOD POST FOR GATE CONNECTION, S.A.D, CONNECT POST TO (E) FRAMING SIM.
<br />TO .7/S0.23
<br />13 ALL FOUNDATION EXCAVATIONS MUST BE OBSERVED AND APPROVED BY THE GEOTECHNICAL
<br />ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL
<br />14 PILE FOOTINGS PER DET. REQ'D. FOR SITE LIGHT FIXTURES, S.A.D.8/S0.22
<br />1/S2.02
<br />4 SIMPSON STRAP OVER WOOD FRAMING PER PLAN
<br />FOUNDATION SHEET NOTES:
<br />1. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN THE FIELD AND NOTIFY STRUCTURAL
<br />ENGINEER OF ANY DISCREPANCIES.
<br />2. NOMINAL TOP OF SLAB ELEVATION = 0'-0". ELEVATIONS ARE GIVEN RELATIVE TO GROUND FLOOR
<br />NOMINAL ELEVATION OF 0'-0"
<br />3. FOR TYPICAL FOUNDATION DETAILS, SEE S02.X SERIES.
<br />FOR TYPICAL WSWH DETAILS, SEE S0.31.
<br />4. BOTTOM OF ALL NEW FOUNDATIONS TO BE -5'-0" TYP. PER GEOTECH. REPORT, SEE
<br />5. VERIFY DEPTH OF ALL EXISTING FOUNDATIONS BEFORE EXCAVATING. BOTTOM OF (N)
<br />FOUNDATIONS TO BE SET A MINIMUM OF A 1:1 SLOPE AWAY FROM BOTTOM OF (E) FOUNDATIONS
<br />TO AVOID SURCHARGE OF (E) FOUNDATIONS, U.O.N. PROVIDE UNDERPINNING IF NEEDED, REFER TO
<br />GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
<br />6. ALL FOUNDATIONS ARE CENTERED ABOUT POST/WALL CENTERLINES, U.O.N.
<br />7. SEE ARCHITECTURAL DRAWINGS FOR EDGE OF SLAB DIMENSIONS, LOCATIONS OF DRAINS, CURBS,
<br />PLANTERS, BOLLARDS, SLOPES, AND CONTOURS OF AREAS SLOPED TO DRAIN NOT SHOWN.
<br />FRAMING SHEET NOTES:
<br />1. ALL FRAMING IS NEW UNLESS OTHERWISE NOTED AS EXISTING (E).
<br />2. ALL EXISTING FRAMING, CONDITIONS, AND DIMENSIONS TO BE VERIFIED IN FIELD BY CONTRACTOR.
<br />EXISTING CONDITIONS SHOWN ARE BASED ON AVAILABLE BUILDING DOCUMENTS AND FIELD
<br />OBSERVATIONS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS IN FIELD AND NOTIFY
<br />STRUCTURAL ENGINEER OF RECORD WHERE DISCREPANCIES EXIST.
<br />3. CONTRACTOR TO SHORE ALL EXISTING ELEMENTS AS REQUIRED TO INSTALL NEW STRUCTURE.
<br />4. SHEAR WALL SHEATHING TO BE INSTALLED ON INTERIOR SIDE OF (E) WALLS, TYP.
<br />5. ALL NEW STRUCTURAL WALLS SHALL BE 2x6 STUDS @ 16" O.C. MIN., U.O.N. S.A.D FOR LOCATIONS
<br />OF NEW WALLS.
<br />6. ALL NEW NON-STRUCTURAL WALLS SHALL BE 2x4 STUDS @ 16" O.C. MIN., S.A.D FOR WALL
<br />THICKNESS AND LOCATIONS OF NEW WALLS.
<br />7. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR SLEEVES,
<br />BLOCK-OUTS, HOUSEKEEPING PADS, AND OTHER ITEMS TO BE COORDINATED WITH THE
<br />STRUCTURAL DRAWINGS.
<br />8. ALL WOOD ELEMENTS IN CONTACT WITH WEATHER OR CONCRETE SHALL BE P.T. D.F., TYP.
<br />9. REPLACE ALL DETERIORATED OR DAMAGED WOOD MEMBERS IN KIND, TYP.
<br />10. PROVIDE NAILING AS REQUIRED AT (E) WOOD CONNECTIONS TO MEET CBC MINIMUMS PER DET.
<br />SHEET NOTES:
<br />1/S0.23
<br />4/S0.22
<br />BOT. REINF.
<br />(4) #5, E/W
<br />DIMENSIONS
<br />F-25
<br />MARK
<br />CONCRETE FOOTING SCHEDULE
<br />3'-0" SQ. x 18" THK.F-30
<br />2'-6" SQ. x 18" THK.
<br />TOP REINF.
<br />---
<br />2'-0" WIDE x 18" THK.SF-2 (4) #5 + #4 TIES @ 12" O.C. (4) #5
<br />2'-0" WIDE x 24" THK.SF-2A (5) #5 + #4 TIES @ 12" O.C. (5) #5
<br />(5) #5, E/W ---
<br />Scale
<br />Project number
<br />Date
<br />Drawn by
<br />Jen Dunbar, AIA
<br />phone: 310.435.3928
<br />12314 La Maida Street
<br />Valley Village, CA 91607
<br />jen@dunbararchitecture.com
<br />DUNBAR
<br />ARCHITECTURE
<br />As indicated
<br />2/
<br />2
<br />5
<br />/
<br />2
<br />0
<br />2
<br />5
<br />
<br />1
<br />:
<br />5
<br />6
<br />:
<br />0
<br />7
<br />
<br />P
<br />M
<br />S1.01
<br />FOUNDATION &
<br />FIRST FLOOR
<br />FRAMING PLAN
<br />23005.10
<br />CYPRESS STREET
<br />FIRE STATION
<br />REHABILITATION
<br />CITY OF SANTA ANA
<br />01/12/2024
<br />IK
<br />625 S. CYPRESS
<br />S1.01 1/4" = 1'-0"
<br />1 FOUNDATION & FIRST FLOOR FRAMING PLAN
<br />N
<br />No. Description Date
<br />1 100% DD ISSUANCE 01/12/2024
<br />2 75% CD ISSUANCE 03/15/2024
<br />3 90% CD ISSUANCE 05/03/2024
<br />4 PERMIT SET 05/17/2024
<br />5 BACKCHECK SET 01/17/2025
<br />2024-01-15
<br />W1895-88-01
<br />EXP. 03/31/26
<br />No. C78947
<br />STATEOF CA LIFORNIA
<br />REGISTERED PROF E SSIONALENGINEE
<br />R
<br />NINAAZAD HMAHJOUB
<br />E
<br />CI V IL
<br />DATE SIGNED
<br />02/27/2025
<br />6 2 BACKCHECK SETND 02/27/2025
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